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PE-1168H-78Date Submitted Description Initials ? ( 7 / / 19 AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTING " / -3 / YSFINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING / / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED / / DESIGN DEVIATION SUBMII'I ED / /_ ALTERATION TO PLAT - BLOCKS & LOTS HEARING EXAM _APPROVED - BBC _DENIED _APPEALED _APPROVED _DENIED o r - / - 9 3 / ,e P r / Ae iC,2,c7 7` ,i/ ri 14443 ¢Wea N t ?oh -PIE 2 - ( 49 � Can M fit) /Soveu9f142 Q /j- 2.46243 12.0iA2k4t5 4 ELP 1)/3 5 -7 -9 3 cc- ne",,C* 4- St ) 2t) tNL logic RD ihttg Met +z id 11 103 rzA it iR. ?iftv4S t a wt 90 11d3 Rs)i Dtmss4k-3 ° 11,94f3 za 6 ,(s *3 23 Auiti3 (LD t DR t'crws BUJ Vo 31w1 (3 - Qi) t DA. RArts AM t in) �4 6.r t q 3 ( farh,c� 13y at) DIun� @ Sc,t�sm�r D/6 .) �3QO t te 7- 1S sassi $ fain 544.5 Ng - '5250 r ( a Ono]) ar19 1° RO t - `'S„?,1,,,1 V otfll3 pQb.. (icrrruw) a 0- Pe I1 Date to Review Date to AA & DR Date Received Contact person FLOOD ZONE Planning Contact Person review. or 2 -4 -93 J NO ENGINEER'S REVIEW SHEET BLDG. PERMIT # - -FILE# PE- 116811. Time Time Related File # ( ) # l� / /(W — ajteeok 4 y evield /9. a-r "14„ rosy e�� 4 / -a 9 Q ;06 /9 Ed - !P 9 7 /0 -I Project Name MIDILOME 8TH ADD No. Lots 28 No.Acres eton - Township - Range SITE ADDRESS E BOWDISH/S 37TH PARCEL # 33541 - 9160 Applicant's Name EDGAR BUESCHKE Phone # 623 -1000 Address 400 S JEFFERSON - SPOKANE WA 99204 Work # W S SCHOOL 356 Engineer / Surveyor's / Architect's Name BILL MOSER Date Conditions mailed Phone # SIMPSON ENGINEERS INC 909 N ARGONNE RD SPOKANE WA 99212 926 -1322 Phone # 456 -2205 PLAT NAME H I Ho h Lo eke ?i NO. ,14IDI STATISTICS DATE Plat Check Fee a — t — — /L 9 `3 E&&s S (Lea Mxyt/ \J al. Number of Lots Road Miles (New) . 37 Total Area 147*. MAP North Arrow Scale Legend Procedures & Equipment Basis of Bearings Plat Location By Title o Official Signature Blocks Surveyors Certificate Road Names /�� (t DR tJk, ..., CO�I✓2� Road Widths . Adjacent Area Shaw UN PUrrteP IV SouTh I,ot & Block Numbers R/W Dedication designated 5 � kick) ' 10 /1-3 A'(c1N4 AorkA4 tSk 1 Foot Strips 3 RPS on GLO Corners 4 1/ Tract X / / A ` / - Lot Areas Bench Mark ^I Closure ate DEDICATION Description (To Map) Description (To Cert) 'Owners j.(IiTA S HH tNS No F WV t tw7 c jctvl66 ckr..,N E► _.t• ♦AMG — !mod 'K 8t I . FeQ 44. Certificate to Plat S....e • - 1 Foot Strips A 4 RID - CPR Statement N 4 Access Prohibited MOO 7P 6V e , k 72 > � I ii, R/W Dedication % ma, Drainage Language � ( 1( � Flood Insurance Stormwater Management 208 Bonds - $1,000.00 ea 208 PLANS APPROVED _/J -_ Private Road Doc. #'s / /0 Private Road Warning Al /� / (1 Road Plans N = Bond Road Impro No �3 � t v� Signed By Engineer � $ p ( 17 3 kfifffnlntlistrk (0 Ncen 1'FT ST2141 L2 Iil_kP. NII.UIrnM t?i 1)6-ni.ccste'1 i ��SIC i tVs Gk f s on icw - IN THE MATTER OF AN EXTENSION OF TIME REQUEST h'OR PE- 1168 -78 MIDILOME SOUTH AN APPROVED PRELIMINARY PLAT. CONCLUSIONS DECISION FINDINGS OF FACT BEFORE SPOKANE COUNTY PLANNING DEPARTMENT FINDINGS OF FACT CONCLUSIONS AND DECISION TIIIS MATTER, a request for an extension of time from Midilome, Inc. has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary plat which originally included Midilome 5th, Midilome 6th and a redesignated area now known as Midilome South, was approved by theBoard of County Commissioners on August 8, 1989. 3. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 4. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation remains the same since the original preliminary plat approval. 5. No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District, County Utilities and the Department of Building & Safety. 6. This is the second request for a time extension for the newly designates ivtidifome South. The total life of the preliminary plat has been approximately 5 years. The original preliminary plat included what is now referred to as Midilome 501, Midilome 6th andnewly designated Midilome South. 7. The following facts are also relevant. a. Since the last time extension was granted, 71 of the original 168 lots have been finalized through Midilome 5th Addition (34 lots) and Midilome 6th Addition (37 lots). BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. The applicant has made demonstrable progress toward filing the final plat. In review of the preliminary plat file and the criteria established to consider an extension of time, the proponent has shown that a three year extension of time is warranted and should allow the proponent adequate time to complete the final plat. 2. The applicant /owner should show substantially greater progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1168 -78 is hereby APPROVED. SEP 2 41991 SPOKANE COUNTY ENGINEER i xtension of Time Findings DATED TI -IIS 2 rDAY OF SEPTEMBER, 1991. Lorne Lakshas Planner I enclosure File No. PE- 1163 -753:, Page 2 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. c: County Division of Engineering and Roads County Division of Utilities County Health District County Division of Buildings Midilome, Inc., 400 S. Jefferson #333, Spokane, WA 99204 Simpson Engineering, 909 N. Argonne Road, Spokane, WA 99212 File KC- GA- PE.1168 -7E /l XT TIME INDGS-9/23 /91 9 -88 HEC Findings PE- 1168E -78 Page 1 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS & ORDER DATE: September 22, 1988 RE: MIDILOME 5TH ADDITION - Change of Conditions P E -1 1 68 E -78 ZE -13 -78 R -1 zoning 1. The proposal is to realign the southerly road serving the preliminary plat to avoid creating double fronting lots and the potential future creation of an arterial on 40th Avenue. No zone change or general lot size change is proposed. The redesign has two fewer lots than the original proposal. 2. Located on the west side of Pines Road and the east side of Bowdish Road and approximately 930' feet northeast of the intersection of the Dishman Mica Road and Bowdish Road in Section 33, Township 25 North, Range 44 E.W.M., Spokane County, Washington. 3. We find that the item has been properly advertised in accordance with state and local regulations. 4. We have considered and evaluated the information and conditions contained in the Planning Report for this proposal. 5. The Comprehensive Plan designates this area as Urban which is in keeping with the redesign and original proposal. 6. That we believe the proposal Is compatible with existing uses in the area described in the Planning Report and explained by the sponsor during the hearing. 7. We note that area•property owners did not speak to the project. There were concems of the public which were explained satisfactorily during the course of the hearing. 8. We find the provisions of the State Environmental Policy Act have been complied with. 9. We approve the recommended changes of conditions of approval relating to Engineering Conditions #4 and #11 In the Planning Report. The National Flood Insurance Program does not apply to this project and one lot will utilize Pines Road as access. 10. The committee finds the requested change of the conditions to be a better design for the neighborhood. VOTE: 2 -0 to approve. DECISION AND ORDER 9 -88 HEC Findings PE- 1168E -78 Page 2 IN REFERENCE TO THE ATTACHED FINDINGS & ORDER. THE HEARIN('a EXAMINER COMMITTEE ADOPTS THE FOLLOWING CONDITIONS OF APPROVAL ATTACHED HERETO; PLANNING DEPARTMENT CONDITIONS That the below listed conditions of all Departments and Agencies are binding upon the applicant, owner(s) of the property, heirs, successors or assigns. 2 The preliminary plat of record approval Is for the property legally described In the application for this proposal. 3 That the Final Plat be designed substantially in conformance with the changed preliminary design as legally described and advertised. No increase of density or lot number shall occur without a new application submittal and approval. The Spokane County Subdivision Administrator shall review any proposed Final Plat to insure compliance with the Findings and Conditions of Approval. 5 That the preliminary plat be given conditional approval for three (3) years to October 1st, 1991. The applicant may request an Extension of Time by submitti g ( a written request forty -five (45) days prior to the above expiration date. 6. Upon filing the Final Plat the zone change of the Final Plat area shall be finalized fed. I S. and the existing Agricultural zone classification shall be changed to R -1. 7. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Planning Director /Designee. That appropriate road names be indicated on the plat. hat appropriate utility easements be indicated on copies of the proposed final plat. Written approval of said utility easements by said utility companies must be received with the submittal of the final plat. 10. That 3 current certificates of title be furnished the County Planning Department prior to filing the final plat. That the following statement be placed in the final plat dedication: "No more than one dwelling structure be placed on any Lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat." 12. The final plat map shall Indicate by a clear dashed line, the required setbacks from all private, tract x or public roads. the dedication shall contain a statement that: "Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks Indicated on this subdivision may be varied from if proper zoning approvals are obtained." 13. That a plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and County health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 14. The purveyor will also certify on the Water Plan that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The final plat dedication will contain the following statement: "The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each Lot and prior to issuance of a building permit for each Lot? That no building permit will be issued for any lot within the Final Plat until certified by a Washington State licensed engineer "that the water system has been installed pursuant the approved WATER PLAN for the Final Plat", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the "As Built" water system. t6. 9 - 88 HEC Findings PE 1168E - 78 Page 3 17. That a survey is required prior to the filing of a final plat. COUNTY ENGINEER'S CONDITIONS 1. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record. That plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish 9 -88 HEC Findings PE- 1168E -78 Page 4 the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5 No construction work is to be performed within the existing or proposed public right of way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6 All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. hat appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A l -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system." Dedication of sufficient right of way along Pines Road so as to provide 30' feet of right of way west of the centerline of Pines Road. statement shall be placed in plat dedication that no direct access be allowed from ots to Pines Road except lot 10 which is the lot located in the northeast corner of the preliminary plat. 11. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 12. That all public roads within the plat be designed and constructed to Spokane County standards. 13. That sidewalks are required along the west side of Pines Road and on one side of the northerly through street which provides a connection between 37th Avenue and Pines Road. Sidewalks shall be extended to 37th Avenue. 14. The County Engineer has designated typical roadway section number twJaccess street standard for the improvement of interior roadways to be constructed within the proposed development. This will require the installation of 36' feet of asphalt. The construction of curbing is also required. 15. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees In new construction. 9 -88 HEC Findings PE- 1168E -78 COUNTY HEALTH DISTRICT CONDITIONS COUNTY UTILITIES DEPARTMENT CONDITIONS Page 5 16. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional right -of -way and the roadway improvements herein pecified. his plat or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's Office as having stormwater runoff problems. Since this plat or development proposal is affected by or Is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: "That the owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining or operation of stormwater control facilities ". 18. The County Arterial Road Plan identifies Pines Road as a minor arterial. The existing right of way width of 50' to 60' feet is not consistent with that specified in the plan. In order to implement the Arterial Road Plan it is recommended that a strip of property 10' feet in width along the Pines Road frontage be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Pines Road. Those conditions adopted by the Board of County Commissioners on December 1st, 1977, Board Resolution 77 -1394, which requires that individual residences be connected to a public sewer system rather than have individual on -site septic systems. 1. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 9 -88 HEC Findings PE- 1168E -78 Page 6 2. Project will make connection with public sewer. County Utilities must review and approve plans and specs. Approved on 22nd day of September, 1988. OUGLAS S. ADAMS Chairperson Spokane County Subdivision Administrator THE HEARING EXAMINER COMMITTEE HEREBY ATTESTS TO THE ABOVE FINDINGS AND CONC USION AND VOTE. DATE: September 22nd, 1988 S P 0 IC A IV C .;i' �' �� C 0 U N `I' Y • OFFICE OF TI IE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER ?iL 1 This agreement between Spokane County and PARKLAND HOMES an r on BUILDER (le. owner, agent, etc.) is entered into this 12th day of OCTOBER 19 93 . This agreement is applicable to the project whose interest in the project is known as: MIDILOME 8th ADDITION (project aaartscb ticnanle a We Manner) That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. Any final billing amounts, to include any late fees or any other expenses incurred in the collection of an overdue account must be paid prior to the County's acceptance of the project for filing. tr 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 3. Any invoices not paid within 30 days of the invoice dale will be subjected to a late fee charge of 1% per month (12% per year) on the unpaid balance of the account and any accrued late fee charges. In addition, if any outstanding balance on the account for this project is not paid within 30 days of the invoice date, no further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or the initation of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 4. The monthly billing should be sent to the attention of: NAME: BRAD PEARSON /PARKLAND HOMES ADDRESS: CITY, STATE: ZIP CODE: PIIONE #: Agreement. W. 1026 Broadway Ave. A DIVISION OFTIIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director E. 10905 MONTGOMERY SUITE 1-A SPOKANE, WA 99206 922 -6467 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Sponsor specifically authorizing the Agent to execute this Fe Agreement is attached to this Fee SIGNATURE By: (PRINT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS NpV\agrcenicn.rcc 8/20/93 Spokane, WA 99260 -0170 (509) 956-3600 FAX (509) 456 -4715 FAX COVER SHEET SPOKANE COUNTY - ENGINEERS 3rd FLOOR FAX # (509) 324 -3478 PHONE # (509) 324 -3478 1026 W. BROADWAY SPOKANE, WA 99260 PHONE # (509) 456 -3600 DATE: TO: Duane COMPANY: Simpson Engineers CITY /STATE: Spokane NUMBER OF PAGES (INCLUDING COVER SHEET): 2 FROM: SUBJECT: P1168H - Midilome 8th Add. Drainage Language MESSAGE /SPECIAL INSTRUCTIONS: 4 August 93 FAX #: 926 -1323 Ed Parry (Plans Review, x257) Please incorporate paragraphs 1, 2, 3, 4, & 5 into the plat dedication. All lot #'s affected should be listed individually (e.g., Lots 1, 2, 3, 4, of Block 1). If you have any questions, please call me. Nuddcv\ caVt.anin OFFICE OF THE COUNTY ENGINE Spokane County, Washington TO: FROM: SUBJECT: Standard Drainage Language for the Dedication on Date: Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. 2)) The owners of Lots , , & , of Block , and Lots , , & , of Block , shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. The lowest building opening, including basement opening, for any building on Lots and Block shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. 6) Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. 7) An approved lot grading plan exists for Lots and Block and Lots , , & , Block Grading must conform to said plan on file in the County Engineer's Office. 8) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 9) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. 10) A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. 1 CO ENG IN THE MATTER OP ESTABLISHMENT OF REEVES ROAD, 40" AVENUE, UNION STREET, UNION COURT AND 40 COURT OF MIDILOME 7 ADDITION AND BATES DRIVE, 38 AVENUE AND HATES COURT OF MIDILOME 8TII ADDITION COUNTY ENGINEER'S ROAD FILE NO. 2431 11 11 1 1 1 1 1 I I I II III III 0491 997 03:06P PE $0.00 Spokane Co, WA CD RESOLU'T'ION NO. ?Y 034 ) BGFORE'THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of REEVES (LOAD, 40" AVENUE, UNION SIRLEI , UNION COURT, 40 COURT, BATES DRIVE, 38" AVENUE AND BATES COURT, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 97 -0205, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and naps of the Spokane 011111i Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public roads, 50 feet wide, and that said roads are a public necessity and the scone should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 1st day of April, 1997, being more particularly described as follows: REEVES ROAD - 50 foot wide right of way, from the northerly line of Lot 4 Block 7 (one foot strip) of Midilome I" Addition southerly to the southeast right of way line of Union Street. 40 AVENUE - 50. foot wide right of way, from the southeast right of way line of Union Street easterly to the west line of Midilome 7" Addition and including Lot 9 Block 3 (one foot strip) of Midilome 6" Addition. UNION STREET - 50 foot wide right of way, from the northeasterly right of way line of Reeves Road northerly to Lot 4 Bock 4 (one foot strip) of Midilome 6 111 Addition. UNION COURT - 50 foot wide right of way, from the southwesterly right of way line of 40" Avenue westerly to and including cud -dc -sac. 40 COUIfI' - 50 foot wide right of way, from the north right of way line of 40" Avenue north to and including cut - dc - sac. Located in the Northeast Quarter (NE 1/4) of Section 33, Township 25 North, Range 44 E.W.M. of Midilome 7"' Addition. BATES DRIVE - from the north line of Lot 2 Block 8 (one foot strip) of Midilome 1" Addition southwesterly to the cast right of way line of Bowdish Road. 38 AVENUE - 50 fool wide right of way, how the west right of way line of Bates Drive west to the east right of way line of Bowdish Road. IBA'I'ES COURT - 50 fora wide right of way, from the southeasterly right of way line of Bates Drive southeasterly to and including cul -de -sac. Located in the Northeast ()muter (NE ''VI) of Section 33, 'Township 25 North, Range 44 E.W.M. in Midilome R' Addition. No Assessor's Tax Parcel Number assigned - Public Roadways 97 0305 ATTEST: WIL IAM E. DONAHUE K OF THE BOA By RO'ANNE N4ONTAGUE, DEF I3 I \v \res \est \rf2431.midilonte dist \engr\ 11 11 CO ENG 11 1 1 1 1 1 l i Lot 2 Block 8 of Nlidilome I" Addition No. 1168 Lot 4 Mock 7 of Midilome 1" Addition No. 1168 Lot 9 Block 3 of Midilome 6' Addition No. 1168F Lot 4 Block 4 of Miditome 6 111 Addition No. 1168F 1 CASLIN 1.1.\{4' D. HARRIS 11 1011 ' ROSKELLEY, CIIAIRM u 4091432 Page: 2 of 2 04/07/1997 03:06P Spokane Co, NA and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby is established as County road and the same shall be known as REEVES ROAD, 40" AVENUE, UNION STREET , UNION COURT, 40" COURT, BATES DRIVE, 38 " AVENUE AND BATES COURT, Road File No. 2431. The road supervisor of the road district in which the said roads are located are hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED That the one foot strips described as follows are hereby dedicated for public road purposes: APPROVED BY T1IE BOARD this 1st day of April, 1997. BOARD OF COUNTY COMMISSIONERS OF SPO ANE COUNTY, WASHINGTON acCrsc_- No. 93 1125 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE ) FINAL PLAT OF MIDILOME 8TH ADDITION, ) PE- 1168 -78, AND ZONE RECLASSIFICATION, ) ZN- 13 -78, FROM URBAN RESIDENTIAL -3.5 ) (UR -3.5) TO URBAN RESIDENTIAL -3.5 ) (UR -3.5) ZONING IN SECTION 33, ) TOWNSHIP 25 N., RANGE 44 E.W.M., ) SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Midilome 8th Addition being that portion of the northeast 1/4 of Section 33, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows: Begin at a point on the South line of said Northeast quarter, 20.00 feet East of the West line of Said Northeast quarter, said point being on the East right of way line of Bowdish Road, thence North 00° 06' 10" West, along said East Right of Way, 662.23 feet to the South line of MIDILOME ADDITION projected, as recorded in Book 13 of Plats, page 18; thence South 89° 47' 00" East, along said South line, 370.00 feet to the Southwest corner of Lot 1, Block 8, Midilome 1st Addition, as recorded In Book 15 of Plats, page 35; thence, the next 3 courses along the South line of said 1st Addition thence North 79° 17' 00" East 117.58 feet; thence North 88° 15' 53" East 147.82 feet; thence North 77° 05' 31" East 41.83 feet to the Northwest corner of Lot 1, Block 3, Midilome 7th Addition, as recorded in Book 20 of Plats, page 92; thence, the next 2 courses along the West line of said 7th Addition, South 20 49' 09" East 179.47 feet; thence South 00° 11' 05" West 531.13 feet to the South line of said Northeast quarter; thence North 89° 48' 55" West 734.95 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved, with existing Urban Residential -3.5 (UR -3.5) zoning with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS 1 DAY OF SEPTEMBER, 1993. Al 1 EST: 1 E. DONAHUE . the Board ' Ros. ne Montague, Deputy Clerk RESOLUTION BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., County Engineer U.S. Bank Of Washington International Banking Division 9 Floor 1420 Fifth Ave. Seattle, WA. 98101 'bear Sir or Madam: RE: Midilome 7 & 8 Additions P1168G & P1168H Midilome, Inc. Very truly yours, • A DIVISION OF THE PunLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director July 24, 1997 Please be advised that the Irrevocable Standby Letters Of Credit No's S089170 & S092777 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated November 9, 1992 and December 16, 1994, in the current amounts of $26,600.00 and $13,900.00 may now be released. If you have any questions, feel free to call our office Bill Johns, P.E. Spokane County Engineer David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 OFFICE OF SPOKANE COUNTY ENGINEER AVOID VERBALORDERS DATE • j1/4- 6J-1; CT z e ) l Q � iC PP :a .UGC/ Pub gick _1 1 1 11 ,t i -J - i _ I 1 : 1 1; 1: _ , I , , 1 iI 11- ' I ' -� :. � 1.1.--:. 1 '= 1 1 _ 1 I6 -7347 1 1 1/94' i - r ; , I _ - - ' 1 : - 1-' 11 I5 - ; - ' - .I I 11 it 1 .1 li ''-1..11 • IP u.S. BANK 1 ' 1 ., •U. S.•BANK_ OF WASHINGTON, NATIONAL ASSOCIATION • ! _ - ' 1 - -- ;INTERNATIONAL BANKING 1 = 9TH FLOOR, 1420 FIFTH AVENUE, P. 0'. BOX 720 _1 _ , SEATTLE;WASHINGTON U. S.A. 98111 -0720 li J.� 1 - � i 1 -� 1 - - - " - 1, = SWIFTI USBKUS6W FAX (206) ; 344 -5374 - 1 _ 1 :, 11 1 -.1 i ISSUANCE: (206) 587-3711 =:r =1i i= - NEGOTIATIONS:- (206) ,344 -3607 . MARCH'07,, 1997'JII 1 = I 1 1 I 1 1' . - is =- =,,_._ — I _ - II - ; TO: SPOKANE COUNTY ENGINEER'. - I _ - _ ' N. _ 811 JEFFERSON- 1 �- I ' = -11 - " i 1 I - 11 ,,' ' SPOKANE, ;,WA, 992.6, _'A 0 -0170 I 1 1 - 11 , 1 -� i ;i ■i REFERENCE: MIDIDOME 8TH DDITION=: ! -II =1 ' ATTN: DAVID' A.: BERTO 1 11__ 11 • LETTER OF :CREDIT 1NO 1 ,50 - 1 tl 1' - II 1 "I ; 1 - 1 - 1 - 1• I -'I ' - II - • 1 I r _ .I - 1 , 1 it !I- -I n - FOR' OF= 'MIDILOME, YINC ,1 : 1 11 I 11 _ _ I 1 = I 1= - 1. AMENDMENT'NO 003 DAT J �' ANUARY•'6 1997 1 -1'- -i , 111 1 I it — - . 1 1 ._, 'OUR R ECORDS' SHOW THAT YOU HAVE NOT ; RESPONDED ABOVE MENTIONED,.AMENDMENT-. - 1 . , Ii .i _ 1 . - 1 1 ! I 1 1 , - 1' _ 1 - It -, I: PLE SESPOND IMMEDIATELY INDI CAT I NG YOUR ACCEPTANCE %REFUS ". 1 . II -� ON =THE ATTACHED - COPY - AMENDMENT. =`1= - - .'. --, . 1 - _ 1 = r! = -= i - 1 i ,1 . ti 1i .i 'IF'- YOU HAVE 'ANY QUESTIONS PLEASE 'CONTACT : ERICA' OEMMERT' -OR „ ,. 1 ' '' 1 JANET JOIREMAN AT -206: -= 344= 5355=. -L -1. - -'I - ' - '! REGARDS 1I 1 1 1. i 1 U._5 ,: OF WASHINGTON ; - NATIONAL SEATTLE, - WA - I _ 11 I L I IU, 1 1 - 1 - I. - 1 1 I _ 1 1 I I I >11 li 1 1, - i. il 1 1 �- = - . II — „ II I r - 1 1 11 - _ • . ORIZED SIGNATURE _ 1 - 1 ` _' I 1 _ 1 r. 1 :. '. 1 . , t =1 1. -_ . _ I Ir ! I, ' 1 1 I: - - II• '1 1 I 1 1 - II "11 II -- 1 ^ - -J , d ;11 . 1 It I" i il 1 'II - 1 II 1 11. = 11- t fr 1- I' - II !: E. 1 1 Ii 11 EE - 1 1 - 1! .; i1 II 1 1 !1 - :i1 1 11 - 11 11 I 11 - ii 1- MAR -10 -97 MON 12:59 v USBW AMENDMENT TO IRREVOCABLE STANDBY LETTER OF CREDIT JANUARY 06, 1997 BENEFICIARY SPOKANE COUNTY ENGINEER N. 811 JEFFERSON SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME 8TH ADDITION LETTER OF CREDIT NUMBER: 5092777 AMENDMENT NUMBER: 003 FAX NO. 20 P.02 1 11 7 1.SliaANIFC U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 9TH FLOOR, 1420 FIFTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBKUS6W FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -3607 APPLICANT: MIDILOME, INC. S. 3124 REGAL SPOKANE, WA 99223 WE HEREBY AMEND IRREVOCABLE STANDBY LETTER OF CREDIT AS FOLLOWS: 1. LETTER OF CREDIT AMOUNT IS DECREASED BY USD11,800.00 To A NEW AVAILABLE BALANCE OF USD13,900.00. PLEASE IMMEDIATELY ADVISE US YOUR ACCEPTANCE /REJECTION OF THIS AMENDMENT. PLEASE SIGN AND RETURN A COPY OF THIS AMENDMENT TO US. AMENDMENT ACCEPTED / DMENT REJECTED /I PA;t (co-pi/AA/VI AUTHORIZED IGNATURE / NAME / 2ITLE ALL OTHER TERMS REMAIN UNCHANGED U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION SEATTLE, WASHINGTON AUTHORIZED SIGNATURE DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., County Engineer U.S. Bank Of Washington International Banking Division 9th Floor 1420 Fifth Ave Seattle, WA. 98101 Dear Sir or Madam: RE: Midilome 7 & 8 Additions P1168G & P1168H Midilome, Inc. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Please be advised that the Irrevocable Standby Letters Of Credit No's. S089169, 5089170 and S092777 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plats, dated November 9, 1992, November 9, 1992 and December 16,1994 in the current amounts of 5089169 $22,000.00, 5089170 $38,500.00 and 5092777 $25,700.00 have been recalculated as follows. S089169 may now be released; S089170 may be reduced to $26,600.00 (twenty six thousand six hundred U.S. dollars) both letters were for Midilome 7 5092777 may now be reduced to $13,900.00 (thirteen thousand nine hundred U.S. dollars) for Midilome 8 If you have any questions, feel free to call our office Very truly yours, Bill Johns, P.E. December 31, 1996 David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 329 -3478 TDD: (509) 329 -3166 3rd Bond Reduction PROJECT P1168H Midilome 8th Add NAME D. Berto DATE 31- Dec -96 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1200.00 0.00 2) Drywell - Type B © 10% EA 0.8 1600.00 1280.00 3) Grate - Type 1 EA 300.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 @ 10% EA 0.8 300.00 240.00 6) Backfill For DW © 10% CY 32 15.50 496.00 7) Concrete Inlet EA 700.00 0.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole EA 1450.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch /208 Excavation © 10% CY 28.03 10.00 280.30 15) Pond Excavation CY 10.00 0.00 16) Sod SF 0.70 0.00 ---- - - - --- - - - - -- - -- - --- NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining For 8 D.W. © 10% LS 2) Construct 10 Curb Drops W /Back Apron LS 3) 4) 16) Monuments @ 10% 17) Barricade 18) Street Signs © 10% GRADING, SURFACING, CURB, AND SIDEWALK DRAINAGE SUBTOTAL EA 0.8 180.00 LF 30.00 EA 0.4 80.00 100.00 40.00 0.00 0.00 2436.30 144.00 0.00 32.00 OTHER SUBTOTAL 176.00 19) Rough Grade @ 10% CY 327.5 10.00 3275.00 20) Top Course @ 10% CY 127.15 14.00 1780.10 21) Base Course CY 14.00 0.00 22) Asphalt Concrete © 10% Tons 86.88 44.00 3822.72 23) Curb Type A © 10% LF 369.62 6.60 2439.49 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SQ YD 16.40 0.00 NON - STANDARD ROAD ITEMS 1) 2) 3) 0.00 0.00 0.00 GRADING AND SURFACING 11317.31 CONSTRUCTION TOTAL 13,929.61 Use $13,930.00 Inter -offi e Cr municatio To From Subject SPOKANE COUNTY, WASHINGTON Date/49(-- Form 327 —C.R. OFFICE OF COUNTY ENGINEER , 19N- ROJECT P 1168H MIDILOME 8TH ADD DRAINAGE ITEMS Drywell - Type A Drywell - Type B l Grate - Type 1 Grate Type Grate - Type 3 Backfill For DW ) Concrete Inlet C.M. Pipe 10" Dia. C.M. Pipe 12" Dia. 0) C.M. Pipe 15" Dia. 1) C.M. Pipe 18" Dia. 2) Precast Manhole 3) Solid lid 4) Ditch /208 Excavation 5) Sod ON STANDARD DRAINAGE ITEMS ) ;) ) 9) :0) :1) : 2) . 3) .4) 5) _'6 ) JON - STANDARD ROAD ITEMS Filter Fabric Linning For 8 Drywells )07Re &LS Construct 10 Curb Drops W /Back Apron /' k LS Be% fot 6) Monuments 7) Barricade 8) Street Signs Rough Grade Top Course Base Course Asphalt Concrete Curb Type A Curb Type B Curb Type R Sidewalk BOND ESTIMATE UNITS EA 147, gel EA EA EA 1070 .Seek EA )07,R CY EA LF LF LF LF EA EA pale ma1,-1Zh CY SF D p 17 Rtt LF �(J jarc -Rd_ E GRADING, SURFACING, CURB, AND SIDEWALK )0 ya NAME_ DAVE BERTO DRAINAGE SUBTOTAL OTHER SUBTOTAL W070 CY CY CY /07o Tons arg7� LF LF LF SQ YD GRAND TOTAL QUANITY PRICE COST 1200.00 0.00 8 1600.00 12800.00 300.00 0.00 330.00 0.00 8 300.00 2400.00 320 15.50 4960.00 700.00 0.00 22.00 0.00 25.50 0.00 27.50 0.00 29.00 0.00 1450.00 0.00 300.00 0.00 280.3 -. 10.00 2803.00 0.70 0.00 3275 1271.5 868.8 3696.2 8 180.00 30. 00 4 80.00 1, GRADING AND SURFACING 0 DATE 26- Jul -93 10.00 14.00 14.00 44.00 6.60 7.90 7.60 16.40 1000.00 400.00 0.00 0.00 0.00 0.00 24363. 00 1440. 00 0.00 320. 00 1760.00 32750.00 17801.00 0.00 38227.20 24394.92 0.00 0.00 0.00 0. 00 0.00 0. 00 0. 00 1 1,-- 17 3. 1 c U56-- 13c 300-GO 139,296.1 . -I1 I ! I I 1 11 'u' _ tt it I 1 1 ---ii - 'il 1 1 _ - i - - I. {1 . _' _ I _ - I i , ' '. 11 , - I .1 -1; 1 -- .1.-- i P it 1 1 - , 1 - - li IP- I d I ' , - - , ' t II 11 -I1 t it I II 1, Us: BANK , , I , 1 , I -.I I , '_I{ , l.- II I I - l,- It 11 I- I I ; - I. I , i. II I I .I 1 1 II i II , - 17� - 1 I _.1 1, r 'r .. .I i1.1 it ti a 'I 11 -- 11 I , I . i • _ - ,. I .; I , 1 I — t -, 1 I ',I- 'I'— t - i 1 i. ' 1 I —I,- ,' -iU:S. , BANK ;OFI WASHINGTON ;;I NATIONAL' , 1 1 - '. 1 ,' i it "I. ', n , - :. 1 INTERNATIONAL - BANKING - DIVISION, -- _ 1 t 11', 9TH FLOOR, 1420, FIFTH AVENUE,! P :0 i BOX- 720 ' ! '. ,, 1 - il 1 -, .,WASH'INGTON=,,U S A. ,98111 07,201 _ it --II 11 - I USBKUS6W TAXI (206.), 34.4- 53741 11 1 11 -Ir- II I, - .till- 11 - ISS I - -- 1 i !. !I ii It I ;; UANCE 'I „- „ (206) 587 . x -7949 1 1 ; 1 it 1 11 ; II I I II " - I NEGOTIATIONS 1(206) 344 - 5447 ;I 11 lt ,1i ! II I' -11 I 't ' 1' 11" 1■ - 1 ' I - ,HOURS: I8 O0 A M 1 1 - -„5:0.0.1,1 II-- 11 I ' .1= 1 1 II' I i II 1 li- II ---ii: ` It I 11 I , ' I 1 1-7-- I 1- 1 ,I n I 0-_-14:._ I r l_ - 1; _ ' I II , 1 _ _ —. II I 11 .' It 11 - tI n it i II -' - 1 , I l.- 1 -11- 1 - ;, :' 11 1 I Ii il_ 1, 11 : 1: __ 11 1 I 1i AMENDMENT;'TO, IRREVOCABLE, ST LETT - OF C , , 1 li 1t .. I 11: '11 -1, 1I - 1 1 .• ' I ' 1 . 1 , . , I .I 1. 1 _ I _. t -! I I ,: , Ii ! ii - ! I I I 11 _ , J 1 , , i 1 1' t' - 1,_ II :_, 1 I I , ' 1 I 1i ' I , - DECEMBER 1 1994 , ' I I - 1 1 I. 1 _ 1 ' 1 I I 1 1 1 . 1 1 I ta, I , I - I -• _ . i t I i II - 11 ' ■ 11 , , II 11 a l, I1 , i, � I! 11 "'-I ! -C n ,. - . - _ i■• - B II APPLICANT " SPOKANE COUNTY ENGINEER 1 I. MIDIL I u d ,1 I ; 1 ,I 1 , . - OME; ZINC 1 I 1, II I .11.11 811' JEFFERSON ,1 I11,- tl „, II,� II 1 5 4001'JEFFERSON' " 1 11 it SPOKANE, WA: 99260 0170 1 II SUITE 333 11 I : 1 ,! _ 1 d , REFERENCE: MIDILOME'8TH,ADDITION SPOKANE ; - WA 99204 -3143, 1 - - ! II 1 ;11-Hi; _ I I 1 11 A MENDMENT NUMBER 0 0 21': 1 " I i! • - II 11- 1- I' II I1- 1 1 - II a II LETTER OF CREDIT NUMBER '5092777,, WE' HEREBY' AMEND IRREVOCABLE ;STANDBY LETTER OF CREDIT FOLLOWS:" 1 - u • ' I � , , d X 1_.1 1 I .1- '1- I ,I LETTER. OF 'CREDIT D25 700.00- - 600 00 TO A=NEW 1•' ( AMOUNT, "IS rDECREASED•BY USD1, AVAILABLE BALANCE, OF US it 1, 11 II_ i - jl ' 1-., IY 1 II :Ir 1 1 � !- - , PLEASE; IMMEDIATELY =,ADVISE US ; YOUR ACCEPTANCE /REJECTION 0F1';THIS' 1 AMENDMENT.( PLEASE1SIGN.IAND_RETURN A COPY. OF -THIS AMENDMENT " TO US II .- 1 - ,I .. -, 1 ,I ; 1 1 _. it I 1 r- ,I- - II . - 1 1 I. ; ' it - 11 11 - ' 11 1 II 1 6 1 1 . - 1. 1 1 11 ( 1 — I 1 1 -- r -- ' 'AMENDMENT,ACCEPTED .1 =AMENDMENT, .REJECTED - j, ji „11 I 1. / ` � � / �.,i . 1 - I _ ].0 , ,I , `II . '1 1: ' 11 ,- I, - - c A �t'11� 1. �,.,'..' II n , • I , 1 1 11' :, tt 1 , 1• II II , i' AUTH'RIZED S • G 'E /,; NAME '/• TITLE 1 _,:. - I it .1'. i u' - 1 a , ALL'OTHER TERMS;! REMAIN IIUNCH I. It It 1 1 , _ I ; 1 I -, 1_ I 1 _ . ' I . 1 � 1 I ' - I I , : i 1 1 1 - 1 1 - - 117,1 , II I '1 - I 'I: 1 1 I ( - I -I II 11 11_ 11 II , HI- -II II - II I .. 1 ” I 11 11 ,I II _ 1 1 ,! I ! • ' U ' S: BANK OF . WASHINGTO NATION SSOCIATION , 1 I, II i1 SEATTLEi - 1 ' ! ! :. -i i - 711 i 11 1!' I ) 1 ALEMASH.6 TILAHUN' • 11 .i II 1 ,,. 167349 1 1t94,• _ 11 II '.; - - ,1 I'• '.' ZED SI I I 1 I r;` 11 II I - ' 1, - ,1 1 -It 1 - t 11 - 14 II- _ ,r 1 i 17 '1 11 t it n' I i t „ i . - a -,1 - '1, :.4 - ,' _. _ li II 11 - 11 11 1 - , I -II it 1 1 11.--:-.11 1 i h---11 II " - il 1 CORPORATE OFFICER =, 4 11, '. - - 11 1 h it : ICI II 1 . Ih, I 11 =,l OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer U.S. Bank Of Washington International Banking Division 1414 Fourth Ave, P.O. Box 720 Seattle, Wa. 98111 -0720 Dear Sir or Madam: RE: Midilome 8th Addition P1168H Midilome, Inc. A DIVISION OF TUB PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Very truly yours, December 5, 1994 Please be advised that The Irrevocable Standby Letter Of Credit S092777 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated September 1,1993, in the current amount of $27,300.00 may now be reduced to $25,700.00 (twenty five thousand seven hundred U.S. dollars). If you have any questions, feel free to call our office Ronald C. Hormann, P.E. Spokane County Engineer David A. Berta Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 4 " 2- Inter - office C munication To PP � From (\1 � -eA -✓ LfT U Subject .� Nt r1 o0� < _�_../ Form 327 —C.R, G 4Ji , 194 PROJECT P1168H MIDILOME 8TH ADD DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1200.00 0.00 2) Drywell - Type B @ 10% EA 0.8 1600.00 1280.00 3) Grate - Type 1 EA 300.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 @ 30% EA 2.4 300.00 720.00 6) Backfill For DW @ 10% CY 32 15.50 496.00 7) Concrete Inlet EA 700.00 0.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole ER 1450.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch /208 Excavation @ 30% CY 140.15 10.00 1401.50 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 2ND BOND REDUCTION NAME DAVE BERTO DATE 05- Dec -94 1) Filter Fabric Lining For 8 D.W. @ 10% LS 100.00 2) Construct 10 Curb Drops W/Back Aprons 0.00 @ 100% LS 400.00 3) 0.00 4) 0.00 5) 0.00 16) Monuments @ 107. EA 17) Barricade LF 18) Street Signs @ 10% EA GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade @ 10% CY 327.5 10.00 3275.00 20) Top Course @ 107. CY 127.15 14.00 1780.10 21) Base Course CY 14.00 0.00 22) Asphalt Concrete @ 10% Tons 86.88 44.00 3822.72 23) Curb Type A @ 507.. LF 1848.1 6.60 12197.46 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SO VD 16.40 0.00 NON - STANDARD ROAD ITEMS 1) 2) 3) 4) DRAINAGE SUBTOTAL 4397.50 OTHER SUBTOTAL 176.00 GRADING AND SURFACING 21075.28 GRAND TOTAL 0. 8 0. 4 180.00 30.00 80.00 144.00 0.00 32. 00 0.00 0.00 0.00 0.00 Lthagas (25, 648. 7F OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer U.S. Bank Of Washington International Banking Division 1414 Fourth Avenue, P.O. Box 720 Seattle, Wa. 98111- 61720 Dear. Sir or Madam: RE: Midilome Sth Addition P11G8H ?lidilome. Inc. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director August 3, 1994 Please be advised that the Irrevocable Standby Latter Of Crudit '_092777 ss-ted by your company as surety For installations of roads and associated drainage facilities for the above mentioned ;plat, dated September 1,1993,in the current amount of $139,300.00 may now be reduced to $27.300.00 itnentyseven thousand three hundred U.S. dollars). if you have any questions, feel free to call our office Very truly vours, Ronald C. Hormann. R.E. Spokane County Engineer David A. Berta Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 PROJECT P 1168H MIDILOME 8TH ADD DRAINAGE ITEMS UNITS QURNITY PRICE COST 1) Drywell - Type R ER 1200.00 0.00 2) Drywell - Type B @ 10% EA 0.8 1600.00 1280.00 3) Grate - Type 1 EA 300.00 0.00 4) Grate Type 2 ER 330.00 0.00 5) Grate - Type 3 @ 30% EA 2.4 300.00 720.00 6) Backfill For DW @ 101.. CY 32 15.50 496.00 7) Concrete Inlet ER 700.00 0.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole EA 1450.00 0.00 13) Solid lid ER 300.00 0.00 14) Ditch Excavation @ 50% CY 140.15 10.00 1401.50 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1ST BOND REDUCTION NAME DAVE BERTO DATE 03- Aug -94 1) Filter Fabric Lining For 8 D.W.@ 101.. LS 100.00 2) Construct 10 Curb Drops W/Back Aprons 0.00 @ 100% LS 400.00 3) 0.00 4) 0.00 5) . 0.00 DRAINAGE SUBTOTAL 4397.50 16) Monuments @ 100% ER 8 180.00 1440.00 17) Barricade LF 30.00 0.00 18) Street Signs @ 100% EA 4 80.00 320.00 NON- STANDARD ROAD ITEMS 1) 2) 3) 4) GRADING, SURFACING, CURB, AND SIDEWALK. OTHER SUBTOTAL 1760.00 19) Rough Grade @ 10'/. CY 327.5 10.00 3275.00 20) Top Course @ 10% CY 127.15 14.00 1780.10 21) Base Course CY 14.00 0.00 22) Asphalt Concrete @ 10% Tons 86.88 44.00 3822.72 23) Curb Type A @ 50'/. LF 1848.1 6.60 12197.46 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SO YD 16.40 0.00 0. 00 0. 00 0.00 0.00 GRADING AND SURFACING 21075.28 146,64a7 2) 3o0 -0) GRAND TOTAL 27,232.78 ROJECT P 1168H MIDILOME 8TH ADD JON STANDARD DRAINAGE ITEMS 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD 1) 2) 3 4 (A BOND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK NAME DAVE BERTO DATE 26- Jul -93 DRAINAGE ITEMS UNITS QUANITY PRICE COST Drywell - Type A EA 1200.00 0.00 t) Drywell - Type B joi. get EA 8 1600.00 12800.00 :) Grate - Type 1 ER 300.00 0.00 Grate Type 2 EA 330.00 0.00 _) Grate - Type 3 307 EA 8 300.00 2400.00 5) Backfill For DW /07.42et CY 320 15.50 4960.00 ') Concrete Inlet EA 700.00 0.00 3) C.M. Pipe 10" Dia. LF 22.00 0.00 3) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 1) C.M. Pipe 18" Dia. LF 29.00 0.00 2) Precast Manhole EA 1450.00 0.00 13) Solid lid EA 300.00 0.00 :4) Ditch /208 Excavation SQYRce CY 280.3 10.00 2803.00 15) Sod SF 0.70 0.00 1) Filter Fabric Linning For 8 DrywellsJo 1000.00 i) Construct 10 Curb Drops W/Back Apron IcoyoR.fLS 400.00 3) 0.00 ') 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 24363.00 16) Monuments /00% 8 180.00 1440.00 17) Barricade LF 30.00 0.00 18) Street Signs I0)7oR EA 4 80.00 320.00 OTHER SUBTOTAL 1760.00 (07o CY 3275 10.00 . 32750.00 1 6%a CY 1271.5 14.00 17801.00 CY 14.00 0.00 07 Tons 868.8 44.00 38227.20 5070 LF 3696.2 6.60 24394.92 LF 7.90 0.00 LF 7.60 0.00 SQ YD 16.40 0.00 GRADING AND SURFACING 113173:12 GRAND TOTAL 0.00 0.00 0.00 0. 00 u56 1 �9 ) 3QO.QZJ 139,296.12 c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: BILL JOHNS FROM: DAVE BERTO DA3, DATE: September 7, 1993 SUBJECT: BOND ITEMS P1168H MIDILOME 8TH ADD The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. 2) Plat is being filed. BENEFICIARY i 1 SPOKANE COUNTY ENGINEER " ,'1.y-' N. 811' JEFFERSON 11. I _ I , = _ : _ I I .1 , • SPOKANE,' WA , 99260 0170i 'I '?- i ' REFERENCE: .MIDILOME, - 8TH - ;ADDITION ' - -OF; CREDIT „NUMBER 1 509277 Ti = -. 11 1 lid - -1i Inn nnnnn, - -” 'AMENDMENT NUMBER: 1 11 , , ,I ' I I 1 it , ` 11 ■ I� ' 1 - - _ _ - I II 11 ( II 4 II -„ ' I - 1 II ,. II - "�' II e , : a :r !1 I ,. . ' RECEIVED U:S 1BANKTOF WASHINGTON, NATIONAL ASSOCIATION _ D IVISION • AIJ6 15,1994'1 •,' '. 9TH FLOOR, 1420 FIFTH AVENUE; P;0.. ,1 I.'' I I • '- ' • Ai • -' SEATTLE' WASHINGTON- •U S.A. 98111 -0720 • '" ' ' SPOK4 NEOOUNTYENGINEER Li. , I 1,-, ,SWIFT USBKUS6, FAX (206) ,344 -5374 ' I 31 I I L i, II it I, 11 11 ,v II , , — ; ISSUANCE 11 ii_ 1 (206) :-1,--.- 587 -7049 .. -!1 1 - .!I. 7 -i1 i, -,f-, II ; , =1t I, ;i -.- ,NEGOTIATIONS (296) 344. ,544.7 ' - x . - 11 , - is 1I - ,,BANKING HOURS: 8 :00 M' - 0 5 :0, P M: I' 11— 11 I — II — li — — II II _ , '' 11 ., , .-I.:, I ' i ,', ,, - .1 7 .I - I1 .I - 1 -- I, . It 11 ,I .. I ., .1 , ,. } :, I' 1 - I Ti I1 AMENDMENT TO:ORREVOCABLE STANDBY'LETTER'OF CREDIT •I . - II II - 1 ,I .. II � -1 1 : I ., ry 1, I :1' I (1 -1, _ . 1 1' . 11 II {1' 1 AUGUST 09, •'1994„ _, 11 II 11_ !. 1 14 h 11 , ;r I 1 it 11 -. 1; -, - n I.- . I`- - - - - - - -- APPLICANT: I. 1 1 41 1 1 ii', : i MIDILOME, INC.- !. pi , I S :, 400 „JEFFERSON ! -' 4 ._ SUITE' 333 I, I 11-11 I I. SPOKANE, WA 99204 = 314'3 ; 111• I II -1, ,I 1 , .r, a',. !. 1 ALE MASH TILAHUN '' CORPORATE,OFF;CER 1 -- I. . :I 1, = I. li ' �1 1, _ .4 WE'HEREBY AMEND' IRREVOCABLE , STANDBY • LETTER OFCREDIT :AS- 'FOLLOWS: ,1 ,r = II , ,r 4 -, - LETTER, OF.CREDIT;AMOUNT.,IS DEC [W USD112 TO IA NEW AVAILABLE 'BALANCE F O USD2.7; 3 T I ” '' ' ' I ' ° ' ' I I it PLEASE IMMEDIATELY ADVISE US -IF THIS AMENDMENT;'IS'- ACCEPTED /, -1, I - REJECTED. THIS. IS AMENDMENT NUMBER'! ' 001 1 11 . " I 1, ' ` ' 11 1 . (- I 11 � - 11 - . I a ;I 1 •1 _ ,I II I , .. I i ,. , ..•-:I , I I 1 - � 1 II ( :_ -11 I : Ii , 1 I, II il 1 '_ '_I II - I 1 : „ ,. �. . .. .1 •'L L . ,1 ;17- ' 'I. .I ,i II : 'I 'I I .. ; . i. - 11 _ - ,PLEASE SIGN , RETURN A COPY OF I_THIS AMENDMENT 'TO US- 1 ' . - L ,I - - u 1 � - 11 I : , II I :I II 1 ' 11 I 'I' I 1 11'q I . . 1 1 11 ' , ,I I „ , .. , , - I AMENDMENT APP . - OVED an -t1 II i I I 1 11 - ` AMENDMENT' , - REJECT '• 1 ,I �� -T P/ roApl c& u ue�a✓e I .i I i I , .• AUTHORI ED SIGNAT /'.NAME- /•! -TITLE ` 1 ',: 11 ' 1 is — 1 .1 I 11 1 1: ALL OTHER TERMS REMAIN UNCHANGED IF ;' 1- u 1 , . 11 ,, II 11 -,1 - it 11- 1 -L II I : - ;'- I 1 .. -I , _ ' ' . I, 1� - -- ", II L " --. 1 i I ii -I I HI , _I ,U S .., BA _ BANK OF WASHINGTON', , NATIONA ASSOCIATIONI , Th . ; - - i .1 t /E � / ' eillOr 'SEPTEMBER1,a19 l'i B�'Ttl 77 I ASHINGTON ',tNATIONAL'ASSOCIATION INTERNATIONAL BANKING DIVISION ��14�:4�xFOURTH PO BOX '720 SEATTLE "'''WASHINGTON '. S A°i -U"98111 0720 ' - wM'#SWIFT USBWU566 ° FAX ° ,(2060 `344 5374 t) o ! J.. '�TSSUANCE (1 �r' (206) 0587 -7049 , $ NEGOTIATI0NS (2 344 -5447 IRREVOCABLE STANDBY, LETTER OF CREDIT,:? ; _ .. rE 7 s14 :� , uz ; "$ <a " � )" APPLICANT fl .BENEFICIARY! .y, , 9E s ra •SPOKANEcCOUNT IL Yi- ENGINEER S MIDOMEY INC 'Y 4148gJEEFERS ON 7 7 - S .4 > £°°"" ?* �' 4".d0fJE �"° SPO lit. g4 0 .7 € SUITE 3 3� • Lr REFERENCE:` ;MIDILOME;8TH ^ " 'SPOKANE, WA p 99 2 3 •'. ADDITION°w . )§... ', f °" +' s y� a � » qtr 24 04 3114 v4 , ..SP- .n...s. i,:g.al"+'J3,. I ML c 6 5) r.. "1t ..r..�. u. .. X »i .:i- en ;..., rieE,. aPl 6 1A .-* Mrf + E-4>' Y r 1 ..f$ .p.i 10 0 '� LETTER.OFCREDITreN S092777j XPIRY *DAT AUGUST 0 4i ( ss i { # OURi�COUNTERS R PESE '' LOCATED AT 1414 +FOURTH AVENUE ^ , INTERNATIONAL4DEPARTMENT „A SEATTL WASHINGS ON 98101 A Y Y YY d 1 Y xYX r ld Y� } Y* MGN'DR BEFORE � I " ° 1 t AMOUNT p° t * i q` 4 f i. ., (. 41 i' ��# $s' # :t ' "" "" ; ”! 1: L ' (BONE) HUN "THIRTY .`NINE NOT7EXCEEDING *UaS +I 39 , 300, . 00 .- THOUSAND " %10.0''U t S {DLL OARS 3 ) M i " ` E v i . -- ,,—,..'n , 17 ow»q.i,v.et A ,i m., l i 4r4 b3 "°"^" .v-04 t i .11,1, -; ,. ,mtz • ii A.Prat1' ,.ii., 17 it "r Bp i3„e. AA 4, • 3 , 3 WE3sHEREBY a SSUE" ITHISr, IRREVOCAB ` LE; ' STAN D B Y;aLETTER._ { OF- CR AVATLABLE�.BY!'YOUR1D ^DRAWN A ON US AN D1ACCOMPANIED BY4, ;,THE„;FOLLOWINGDOCUMENTS a g i+'3. ( 1:11,, [i t' 3 4,- 13 A � I ( I° ' ' L 1/4a.".' r .".o +_. w rw.1 Itt:'"`"" # n � s I a y t 9 t o # • 0 ;il s « 4 :4 " 4 4 ` 1 ft 5 r. i i x- );,A ?? is ;A 'SIGNE =S TATEMENT' FROM ''SP_OKANE"� COUNTY' ENGINEERS OFFICE w READING'EXACTLv AS3 FOLLOWS.�j,n ;r :i' i t ?Ta F:.417- 1 . ! ,. i ° y' ? )°I•; 1THEiUNDERSIGNED '"DULitAUTHORIZED RE PRE SENTATIVE`OF'SPOKANE i� �' t UNDER OFD CRE T "1 ! , liE '"'AMOUNT ° FA DRAWN MONEY" T- ,REQUIRED F TOCOMPLE THE . ROADW IM AY (.PROVEMENTS INCLUDING GRADING,` GRAVEL AVING CURBSI , S DEWALKS STORM DRAINAGE, flDRAINAGE�SWALES ,MONUMENTS,,'STREETlSIGNSAND /OR ' OTHER74ORK ASISINCIDENTAL *AND kELATEDriTHERETO,IN'ACCORDANCE " WITH 'TH =~DRAWINGS .SAND SPE S UBMITTED TO` AND' ' • •APPROVEDrBY ,THE SPOKANE COUNTY -s ENGINEERg3S' g ',. • k prTHE ORIGINAL`OF HIS! L %CREDIT 1 , P=•... i tt m-w jj ',..41� -.#4 yg 3 T { { i 55{{ ((^'b . °f.� ;;;Ahe } } '.jj ( r 4 R. 1 Alt7 W wti _. i6"A 2 i 1 16 t a w " .r:rw't ' „. (4 r, w . . .. SP CONDITIONS ir 3 ,k ! wt1 a , � , " r1 , AND ALL BANKINGmCHARGES 0,114 THAN;.THOS E „OF l T ISSUING *� .. BANK, ARE 1FO ACC0UNT 5OF( °THE„BENEFICIARY # 1r "' 1;' '2 ',; D .„ l 'L ( ) '" s t „IT , }A, q ? THIS " LETTER b OF, A( CREDIT"THAT IT SHALL BE * H35tPAGE 4FORMS IINTEGRAL— PART„ t CREDIT £ S 5 . 092777 ** "F ? BANK -■ • iSza • 9 T h`4 ;ler I ..... . .... ... ... ............. . . ... -•••••• . -;7 3 ;111."414:'lli7iirattrj S :_.••••.:;11:: u.aj BANK =';•;fitr -imps Tv4W...,774.141i51. .‘. IoNAL ., •1441 EX !Mt. 11 Ir nytiiicAbE:AwIT.H Y2F4 f -- It :` 1: F IE Z „ , l'itgbOlhATED•:UNDER • - -1, AP - • .• AmEtiPtt- 1101`1. • N r -td;i's (r44;t1.1ii" tjAtE;91;»,; ED bY0 piRAT io /1 ,114,..t..,4, .._4:714:isikcikillijiiilliatialk5sNcsii4,2017rtit'ma,741-94,11;;VgmenAkil,3414:1?iiANEEP„ 11.t r 43' pRES RO 77:s1JC : ALL 14 jaA14:1.,titiriffitElftx....44j14L:2,,SS44-(5,)141416AYE,4,419,r1, .:. 5 t` i=c.1EXTE., ‘....41217911A 4.44E-ROPEP • .44. IRE DIT • $ 4, Ault .. • • ±§11. 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'11,-- -•r". rt91 I 4”. 3.. S... ;;;.. i:. , .:9 1. --.» wir-.. J2.1.1-44:-7.1 zur f 'ffn 41' ;,14. 1 ; i . )4 , 1 : e= 7 ...r.., crfra i . V-74,4;41Ir4ift-fr4br I I. lc:LI :11„;;;:'''llit 11:111:1:":::1:7:11ir: ' . ?4 - 1 irst, r ;07:..1r..ii., Th.: :: neshi. ,„:„,:p_iltlitiiit-tri„ Tirri-uril-litilltE7:117:::q :::.'' 1. ''' I : f , •;„. tr. li 4:11 ...,_ .....1 1:, . Isa. i. ,4 'Sri"' irt. ki: I. "r' $ ' 1 Pc 7.19 /: 7, Cr„..1. . J.: f .;,...419 ti 2,4, tr ';‘,....; ; ..„-Zic ..} , i - i .2.. i41=o-- -tn:-.1t::“..:Iirnenfea'Y ' "i ' :1 ' Y:-'; %:!1,-.9i',1,!:41141J4ii."=11:41t:!lltr:47frifrrlil:" . 1 ' litt1IFT*11 1 tl • i- ."Fi) r i ii 11- I' ' ., 49 4. : ,,i 7. • .il?.,..;0.,tip : , 11 t -: 1 • • ....t 41?2: W i • • • PROJECT P 1168H MIDILOME 8TH ADD DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch /208 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Linning For 8 Drywells 2) Construct 10 Curb Drops W/Back Apron 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE NAME_ DAVE BERTO UNITS ER EA ER . EA EA CY EA LF LF LF LF EA EA CY SF LS LS DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD QURNITY PRICE 1200.00 8 1600.00 300.00 .,30.00 8 300.00 320 15.50 700.00 22.00 25. 50 27.50 29.00 1450.00 300.00 280.3 10.00 0.70 3275 10.00 14.00 14.00 44.00 6.60 7.90 7.60 16. 40 1271.5 868.8 3696.2 8 180.00 30.00 4 80.00 GRADING AND SURFACING GRAND TOTAL DATE 26- Jul -93 COST 0.00 12800.00 0.00 0.00 2400. 00 4960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2803.00 0.00 1000.00 400.00 0.00 0.00 0.00 0.00 24363.00 1440.00 0.00 320.00 1760.00 32750.00 17801.00 0.00 38227.20 24394.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113173.12 U56-- 1 230C)-00 139,296.12 PROJECT NO.- P1168H DESIGNER- DAVE BERTO PROJECT DESCRIPTION- MIDILOME 8TH ADDITION ITEM SURFACE AREA- 8653.46 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. ITEM BEGINNING STATION = 349.76 ENDING STATION = ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 13.50 QWIDTH= TERM # 1 : TAPER TAPER LENGTH = 100.00 TERM # 2 : CHOPPED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE STREET QUANTITIES 325.65 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. DATE- 7/19/93 STREET # 1 NAME- BOWDISH ROAD LENGTH- 597.40 FT. WIDTH- 11.50 FT. BEGINNING STATION = 349.76 ENDING STATION = 947.16 ONE SIDE ONLY PWIDTH= 25.00 EWIDTH= 13.50 QWIDTH= 0.00 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 INTER # 2 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED MEASUREMENT QUANTITY 320.5 C.Y. 160.2 C.Y. 0.0 C.Y. 109.5 TONS PROPOSED 571.1 FT. STREET # NAME- BOWDISH EAST END LENGTH- 65.00 FT. WIDTH- 5.8 0 FT. BEGINNING STATION = 947.16 ENDING STATION = 1012.16 ONE SIDE ONLY PWIDTH= 19.30 EWIDTH= 13.50 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED MEASUREMENT QUANTITY SURFACE AREA- 377.00 S.F. ROADWAY EXCAVATION 1.00 FT. 14.0 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 7.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 4.8 TONS CURB TYPE A EXISTING 0.00 FT. PROPOSED 65.0 FT. STREET # 3 NAME- BOWDISH WEST END LENGTH- 0.10 FT. WIDTH- 6.50 FT. 349.86 0.00 MEASUREMENT QUANTITY 12.1 C. Y. 6. 0 C. Y. 0. 0 C. Y. 4.1 TONS STREET # 4 NAME- BATES DRIVE LE. H- 906.00 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING SIHTION = 906.00 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 INTER # 2 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET EXCLUDED EW 13.50 PW 25.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 32779.36 S.F. ROADWAY EXCAVATION 1.33 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. ITEM SURFACE AREA- 10296.22 S.F. ROADWAY EXCAVATION 1.33 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. ITEM SURFACE AREA- 16227.00 S.F. ROADWAY EXCAVATION 1.33 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A MEASUREMENT QUANTITY 1618.7 C.Y. 607.0 C.Y. 0.0 C.Y. 414.8 TONS PROPOSED 1695.7 FT. STREET # 5 NAME- BATES COURT LENGTH- 190.00 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 190.00 TERM # 1 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 MEASUREMENT QUANTITY 508.5 C.Y. 190.7 C.Y. 0.0 C.Y. 130.3 TONS PROPOSED 462.9 FT. STREET # 6 NAME- 38TH AVE LENGTH- 533.75 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 533.75 TERM # 1 : CROSS STREET EXCLUDED EW 13.50 PW 25.00 SK 0.00 RAD 20.00 TERM # 2 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 MEASUREMENT QUANTITY 801.3 C.Y. 300.5 C.Y. 0.0 C.Y. 205.3 TONS PROPOSED 901.5 FT. 3275.0 C.Y. 1271.5 C.Y. 0.0 C.Y. 868.8 TONS 3696.2 FT. SPOKANE COUNTY ENGINEERING - DEVELOPMENT ENGINEERING SERVICES BOND ESTIMATE FORM PROJECT MIDrLQt mitm PREPARER P ITEM # DESCRIPTION QUANTITY PRICE 1 TYPE "A" DRYWELL V 2 TYPE "B" DRYWELL10 8 a 3 TRIPLE DEPTH DRYWELL 5 FILTER FABRIC LINING 6 BACKFILL FOR DRYWELLS 7 TYPE 1 METAL GRATE 8 TYPE 2 METAL GRATE 9 TYPE 3 METAL GRATE 10 • WSDOT TYPE 2 GRATE 11 WSDOT TYPE 2 CONCRETE INLET BASE - UNIT "H" 12 SPOKANE CO. CONC. INLET 13 48" PRECAST MANHOLE 14 SOLID METAL LID 15 DITCH /208 EXCAVATION 16 8" ST SEWER - 17 10" ST SEWER - 18 12" ST SEWER - 19 15" ST SEWER - 20 18" ST SEWER - 21 21" ST SEWER - 22 24" ST SEWER - 4 FILTER FABRIC LINING FOR TYPE A & B DRYWELLS 8 Ow FOR TRIPLE DEPTH DRYWELL 30 DATE /y$ l3 // PROJECT NO. 7 y ik7011 TOTAL COST $ 23 30" ST SEWER - 24 36" ST SEWER - NON STANDARD DRAINAGE ITEMS: 1 cute Off � - Out, pt. i4 3 2 4 1 y,' aek. 3 Gl 6 H 1 0 4 ..61. AAL 5 4 ,w,eWG,llat 3 TOTAL ESTIMATED CONSTRUCTION COST: $ COMMENTS ON BOND ESTIMATE: P/O)N ' ._1_ — ;__ _ __..- y ' �_.. r -___ _{ _ i__ _t_ L } _ • __ 4 _f - 4-- J .-. -- - - -� L • ' 1 1 1 -+ 4— • I - • • - L r p �� 1- / -! . d- I __-1 - — - 1— + - k t - + Y I t- - i , I �- •. i 1 I ' 1 1 I I • I I I -4- + 1_ -4- __ _1 — .-- • , -I I • .T - - }' - "-t- ._.._, + - - r - . I 4 I 4 - � I I � I • - 4 Y 3- 1 • 1 1 �- i t 4 .. —+. I. I --F 4 l— !- —�--�_ ■ — t • — 1 —L ' i_ _ . -- _ _ 1 I d +_ — ' - - ,— _ -4 _ -- it 1 J_._ , I - a — - r" - --•- — F - . , � - 1- -Y 1-T _ -- - �'- I- 1 - T "r I t --_'' I : II --• I 1 { . I i -f. -!- -'- . 4 T - 4-- - 1, -'--t -- - - . `1-- -r ( . i 4--__,— I —i 1 1 f 1— t I I I + 1 I I ! 1 1 • { 1 I 1 _-1-_ Imo _- 1 - - ! I j I "' '1_' I '-L 1- t. f t 4 y - - k -r -4-- -- __,.._ -'"F" - -- I _ . --:r . _ j ._ ( -+-- +--' - -�-� . - . 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' _j i a - 1 1 ' . y . _. 1 i .. - -i. • F - .+ -1 ; a--' . 1- , k3T ±1 T j } f - - ! �� I I i_ f I 1 i r I F , _ I } i 8 ! Sett - _, f�'i s h i - - ; . S(: S7 Dt TiFCJIA i 1 I 1- I 1 –t - t -- } r - rt t 4- • _ — _L - . -r ; _i.. • • 1 I' I , 1. 1 , �e� �.�1 1 I t - ,_ � , .zZ 1 1 . - JZZ 26 L� f sJ - F Z,9 v� Z 4- - 4, T -' � 1 -1 a _ 4 1 ' 1 4 ' 1 ' I 1 , J 1 ✓ • _ - t .4 } # i .. L -�-- I -1L---4" .�. T , I • I - 1- - 1" --- - -- 7 - ' I --1- -71-1-- - • 1 _ a , Y �_" ' i.__ I . _ _ I 1 .a -'_ t - f - - � -- - • - , --- f , - — -r- -j 1-A .,_ - I I - - — - - T. _ 1 - I 1 I , I ' ' ! -- - 4 - 4 4 ~- -1— t . . j__ 1 4 - -. — 1 - - - -. - . - -- OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer PRIORITY FEE AGREEMENT ENGINEER'S AGREEMENT NUMBER ? �' 6 •'I This agreement between Spokane County and C3o 3 — Fe) m 1 v■ so (name 01 person) whose interest in the project is owv. (i.e. owner, agent, etc.) is entered into this 2S T ~ day of J..>v.e_ known as: t-el wrt o t--1 e 8 /ADD, (project address or nlename 8 the number) NAME: ADDRESS: S 4nn \ et- --Cent S I e 3 '4 3 CITY, STATE: S p o k o. v. e 4-/ A.. ZIP CODE: g420¢ -314 -3 PHONE #: 67-3 -1,000 k\g f\priority.fee 3/92N. 811 Jefferson SIGNATURE By: I I f • LoOAA L -I-JC A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director , 19 'i3 . This agreement is applicable to the project That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane County for project review fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on double -time cost incurred by Spokane County for project reviews plus ten percent administrative charge, and will be billed monthly as accrued. 3. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: I understand that failure to pay these fees may res It 'n delay in completion or approval of the project or other possible sanctions. /ohUt jnJro (PRI NAME) Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 FAX COVER SHEET SPOKANE COUNTY - ENGINEERS 3rd FLOOR FAX # (509) 324 -3478 PHONE # (509) 324 -3478 1026 W. BROADWAY SPOKANE, WA 99260 PHONE # (509) 456 -3600 DATE: 23 Jun 93 FAX #: 926 -1323 TO: COMPANY: CITY /STATE: Duane Helt Simpson Engineers NUMBER OF PAGES (INCLUDING COVER SHEET): 1 FROM: Ed Parry (Plans Review, x257) SUBJECT: P1168H - 208 Lot Plans MESSAGE /SPECIAL INSTRUCTIONS: Per our conversation this afternoon, the 208 Lot Plan for Lot 12, Block 3 will be accepted at 20' scale on 11" x 17" paper, instead of a smaller scale on 8 %" x 11" paper (the size required by the County Resolution). This applies only to this lot on this project. Please be advised that any other Lot Plans will be expected to comply with the requirements of the Resolution. Should you feel there is a need to have some leniency in the requirements, please submit a design deviation request prior to submitting the plans in question. S [> 0 tc • n NT r PLANNING DEPARTMENT Thank you. WEST 1026 BROADWAY AVENUE w U The MEMORANDUM TO: Division of Engineering and Roads Division of Utilities Department of Buildings Spokane County Health District Fire Protection District No. 1 Model Irrigation District FROM: Thomas Veljic, Planner I DATE: May 5, 1993 SUBJECT: Review of Final Plat PE- 1168 -78 MIDILOME 8TH ADDITION Enclosed find copies of the above referenced final plat. Please review and forward any comments by May 19, 1993. If you have any questions you may contact Thomas Veljic at 456 -2205. Sam Enclosure c: Simpson Engineers, 909 North Argonne Road, Spokane, WA 99212 WALLIS D. HUBBARD, DIRECTOR RECEIVED MAY 0 5 1993 SPOKANE, WASHINGTON 99260 -0240 • (509) 4. coutirteatina S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: Cow- Etl9i - SUBJECT: M t I Lo E 8 TFi DATE: 4-/ Z9 J 4 3 A4 i s 4 rnn- erl-r,cl Vilna( ?l a.+ a. r l P rP -o rk. - rnrrrr.4(n. prIIA - k, n -1-1, RECEIV APR 2 9 1993 rOdifYECMMrEt Signed T> o t impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: P ARRY (st ( IEnni 5?OKANcE CouNTY EN6(NECRS SUBJECT: WIIDILon1E f3 14 &DDI7'toN DATE: Attacliec1 iS a Frifr - of -fke - cite) al p(R+ -For (AIR. tome *3 Add ; -I i ov, pe.r y our -Foxed re9 u es - 't. P11668 RECEIVED APR ,.9 :1993 SPOicNE COMFY Signed kEvIN V%1' 11ut.KiN TO: BILL HEMMIIg6s SPOKANE couglY ENGR. DEPT. SUBJECT: M I DiLOME $ ADDITION DATE: i - 25- 93 Ai-fetched -For „car review qre- rrivts of the Street and d.rc&ihwge plans. Also, included a rm. co'ie5 o +ke drain ca(cttic ions. X e impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed pI6GD RECEIVED FEB 31 1993 S, pN KE CErvjfTY ErrGICEEft 5th ✓ X SEP: 0 81993 SPOKANE COul... PIA NG DEPARTMEN PREPARED FOR: SIMPSON ENGINEERS 909 N. ARGONNE ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. 7. By kk S C H E D U L E "B ": Paragraph No. 7 has been added as follows: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: X There has been no change in the title to the property covered by this order since January 25, 1993, EXCEPT the matters noted hereinabove. Dated as of August 31, 1993 at 8:00 A.M. TRANSAM / ICA TITL *E INSURANCE COMPANY ;TRANSAMERICA TITLE,: INSURANCE COMPANY ;'7,20 NORTH ARGONNE . ROAD :SPOKANE, WASHINGTON 99212 (509) 922 2222/FAX 926 -1519 . SUPPLEMENTAL TITLE COMMITMENT NUMBER 1 onnie Dodge, T tle Officer TRANSAMERIOA NO.: RE: CD- 171856 BUESCHKE /GUSTIN Inland Power & Light Co., a Washington corporation Electric transmission and distribution facilities and appurtenances; with right cut, trim or chemically treat trees and shrubbery and to stack logs in accordance with REA specifications (20 feet); with right of ingress and egress N.E 1/4 March 2, 1993 August 23, 1993 9308230354 KNOW ALL MEN BY THESE PRESENTS, That the undersigned Ihenimdu called "Gamer"), 1L✓ fa _T for mutual o&Rctting bcnefin which art hereby acknowledged. do hereby comity and gram tut INLAND POWER de LIGHT CO, Washington corpention Ihereina(ier called "Grantee") and to in mcanon or assigns, the right, privilege and awhoriny. to insult. sill, < n ra, alter, rephme. repair. energize. upcme anal nuintein Mamie inimmislion and Jinribuiion facilities. 00n- filling of poles, cables, auto sod all wrier necessary or con.cnient appunenarcn, to make said Gcilitiel an integrated electric syatcm and in connection with all oho foregoing TO cat anal trim trees and ahrubbcry and can down room time to lime all dead. weak, leaning or dangerous tray that are tall enough to urikc Ilse wins in falling, to chip and spread branches and other foliage and to pile and sick logs es neenury dongaiJe the eland righoofway in umNanc t with REA apeci fotinm (10 fat) Io the cue rat necessary la install and maintain said electric sysicm which is to h located upon, under, act and across the fnllwing-Jcscrihcd lands and premier] situated in the County d_acamk— _ Su, of ern ci n`+rr and more pmicularly dncrited an follon: J Spokane, WA al 101 I (20 Feet) Together with the right at all lima to Crania. is successors and assigns, of ingress b, enact ten from said Mods, across Grantor i atljacco, lands aryl to use any and all roads of Ilse Grantor for [M purpau of installing, constructing, ahgrinf. «phasing. repairing. energizing. operating and rruinuining said electric system. and the right at any these to remove oil or any pan of tai' dmvw ayUCpr from said land. The undersigned Gnnmr consonants and agree] Ihar no barrier, structure or building shall be placed within the righoobwv granted by this easement without the capeeu written consent of the Granter. No mdncury cons ideation or confidential of monetary slue has horn given for the rights herein coma-yN. The undersigned 1VAR RANT that they hart the legal right 10 gnnt this easement and agree to hold harmless and in d ninil the Cnnta for any damages suffered by Grantee should it later be penmen Thal the Grantor did not possess wet] legal rights. Said land, are free or encumbrances nape Na., IN WITNESS NVIIER EIDE, the undersigned here set their hands and seals T ) n° dos ear Mr]. L l9 s STATE (W COUNTY OF 1 On Oats day perwnelly p .ml before me Marriage( deuelh4 in aN who executed the nrvmcre. aryl akrowltdged that f N to and purposes therein meninrud: GIYTJ1 under my hand and official sal tide day of 9 1 1` In and fur IM Slav J .V .., V• - 11;1.1 l:: ■JL..011 t V l 1.( tLuuc �j lT�o'n C lee' 47T4CA.C.rg> R. E. Laceee ra.nIA 27 �/ ��. or. 7 0 day of a ' IV 4 1 _Cg d h(J ` ... . ... � Kur.q Puddle In and !sir Inc Shure ri.V,([� ;dzyk, residing at _ S r+C ees♦ t � r . ` T ' I J .. 9701019 ury STATE OE WA •,a.. Nf_Ta' COUNTY OF Senkc At-E J u On Mil d.y penmully 1 ap � Narr Alum me �d9a. ea Tian t f a & 5c . n n rl to be known n be Ow Prniduu aN Svmry mepoliteiy. of Ow th corpontiun Nat a cured Inc Looping in n, and no ackwledge e %aka in rumen w be Ik free and voluntary N am a deed of sai fur the o u std pap Ih' a re ?lumina ed. A n d ran o.I °oh noted Nat Ing. ma...ink a a 01.1 J m ^•N art the lOn e seal whiled is lee corpora« uald sod etc GIVEN under my hand and Mosul seal Ihte irnpson Engineers, Inc. . CIVIL ENGINEERS AND LAND SURVEYORS !icier in Washington and Idaho N. 909 Argonne Road Spokane, WA 99212 (509) 926 -1322 Fax; 926-1323 VOL. I'k t PAGE r11. . PROPERTY DESCRIPTION MIDILOME rru ADDITION Thu pafuca of the NE 1/4 of Sacoo 33, T. 25 N.. R. 44 E.W.M. daen'bed as follows: Begin u a point on the Sows line of said NE 1 /4, 20.0) fees Eau of the Wa line of said NE 1/4. said paint being on the Eau right of way (R/ W) line of Bowdish Raul; thence N 0)06' l0' W, aloof aid East RIW, 642.39 feet to the South Lae of MIDILOME ADDITION projected. as rccuNd is Bwk 13 of Plan, page 18 in Spatane Couory Wuhiogtoa; thcocc S 89'47'03'E, along said South (inc. 370.03 feu to the SW canter of La I Block 8 MIDILOME 1ST ADDITION, as rtcorld in Buck 15 of Ptas. pap 35 is Spokane County, Waahiagmo; thence, the vest 3 coon.= along the South lion of said I at Athlition, N 79 117.56 tech thence N (3'15'S7'E 147.82 fag thence 14 77'18'42'E 41.82 (at u :ha 111V corner of Lot I Block 3 oIIDILOME 7TH ADDITION, es taco/110J io Book 20 of Plus, page 92 10 Soutane Cnonay, Wuhingtoc thence, Jac veal 2 eosin adoag the Wot Loa of tail 7th Adlldoo. S 20'49'09'E 179.47 (tut; Nance S 00•11'05•W 531.13 but to the South Inc i of wail NE 1/4' thence N 89 734.95 foot to du Point of Begin:hog. CLARENCE E. SIMPSON 1901-1987 RICHARD L SIMP50N . .CHARLES E. 51MP50N TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: CD-171856M SIMPSON ENGINEERS 909 N. ARGONNE cc: Midilome Inc. Certificate for Filing Proposed: MIDILOME 8TH ADDITION PLAT CERTIFICATE (continued) $125.00 10.00 $135.00 Charge: Tax: Total: Effective Date: January 25, 1993 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northeast quarter of Section 33, Township 25 North, Range 44 East, W.M., described as follows: Begin at a point on the South line of said Northeast quarter, 20.00 feet East of the West line of said Northeast quarter, said point being on the East right of way line .of Bowdish Road, thence North 00 °06'10" West, along said East Right of Way, 662.23 feet to the South line of MIDILOME ADDITION projected, as recorded in Book 13 of Plats, page 18; thence South 89 °47'00" East, along said South narThErn Southwest corner of Lot 1, Block 8, Midilome 1st Addition, as recorded in Book 15 of Plats, page 35; thence, the next 3 courses along the South line of. said 1st Addition thence North 79 °17'00" East 117.58 feet; thence North 88 °15'53" East 147.82 feet; thence North 77 °05'31" East 41.83 feet to the Northwest corner of Lot 1, Block 3, Midilome 7th Addition, as recorded in Book 20 of Plats, page 92; thence, the next 2 courses along the West line o sal • on, South 20 °49'09" East 179.47 feet; thence South 00 °11'05" West 531.13 feet to the South line of said Northeast quarter; thence North 89'48' West 734.95 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. RECEIVED APR 2 9 1993 SPOKANE COUNTY ENGINEER VESTED IN: EDGAR BUESCHKE and LOUISE E. GUSTIN, who acquired title as LOUISE E; BUESCHKE, as tenants in common. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45335.9158 Affects: This and other property. 2. Preliminary Notice of Assessment for Road Improvement District No. 452, the amounts of which will not be determined or payable until the work is completed and the assessment roll is filed. When said assessment is filed and becomes a lien, it will have priority over a previously recorded mortgage. The lender's policy to issue will not include this exception unless said assessment has been filed. 3. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: } DATED: RECORDED: RECORDING NO.: (Covers property herein described and other property) Purchaser's interest is now held of record by Edgar Bueschke and Louise E. Gustin, who acquired title as Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: (continued) Order No.: Cd- 171856M Page No.: 2 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington Corporation July 1, 1977 August 4, 1977 7708040308 Spokane County Installing operating, maintaining, altering and repairing a sanitary sewer system This and other property February 25, 1986 March 4, 1986 8603040234 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 6. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection. Area. To verify, call 458 -2538. In order to make payment, account number is necessary. ENCLOSURES: Paragraphs) 3 -5 Sketch and Order No.: CD- 171856M Page No.: 3 Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road maintenance installed or in the future .installed in the Easement area, right of ingress and egress The South 35.00 feet of the NE1 /4 of Section 33; Except the SE1 /4 of the SE1 /4 of the NE1 /4 December 2, 1991 December 3, 1991 9112030221 TRANSAMERICA TITLE INSURANCE COMPANY By ` j!}9- Connie Dodge, Title Off For Service on this order call: (.509) 922 72222 5 It W.m T. x -•r i' • 29:1 r_ i;r T70S0.1020S SALE AGREEMENT TilIS AGREEMENT, made and entered into this i_ day of July, 1977, by and between EDGAR BUESCE E and LOUISE E. BCE3C ^'E, huaband teed wife, as Sellars, and MIDILORE, INC., a Hashir.grcn Corporation, as Buyers, WI7NESSE191: That the Sellars agree to _ell to the Buyer Suver agrees to purchase from the Sellers upon the terms and conditions hereinafter set forth, the following described real estate situate in Spokane County, State 31 : Ias:.initun, to -'.iC: See attached legal description. It is hereby agreed that said property contas +2.32 acres of .and, and tae price the:cc.`, at a raze of 5:,250.17 ter acre, is the total sun of 540.275. e :bich purchase price shall be :aid as follcVS' $5,000.00 Or more at Purchaser's ept:a -•, 'an January 1975, and $5,000.00 or more at ?.cc`eser's o p i. pti_or. 1, on a and chary January 1 therea f until . rein u the rut purchase se Nprice has Scar. pai d, there included t... interest ` each n[ said th'u u1 payments _.._ Li t at the rate of 75 oar annum en the unpaid d r recur ireb balances haroot, with said minimum ar..nucl pay ments ta inciudu the interest. All pavaer.ts shall be applied first, to interest and second, to reduction of balance, with interest to co. - hence as of July 1• 1977. G is understood and agreed between the parties that the Buyer will _ ..S said property ps: .sence type b' lots of not to exceed .) 5.5U t":.t _d ea che ' Span the filing of s'_ y and 1 : 5 a n acceptance C it :a and final appro� a1 by Spokane er. -c. the Sever shall notify Sollars In writt.t; a'.:sco Can such notice. Sellers agree to p • aura. toms as shell be required Co E l:1 S. Eaw�lins to obtain fee simple - title co the prdpert'i above deseribeei,'dad'sha.l cause such title to be placed ot record. 'hereafter, Sellars shall execute and deliver to the e_c aces: am hereafter designated a Cuit C air p ed , for c. ch prat:en _at in said property, with Euyer asgrantee. ;. ma and when the Buyer, aye to the Escrow Agent the sum of ,,,e 4 4 2 1'11 'i boar;; e il.f.03.SC and ' 7-•_ e - ..r ialg tte Deed for a .: platted lot rructi__ the Escrow !.gent shall e:f:x the recuired conveyance staOU., to be charged to Seller, ad deliver the requested Dee_ to Buyer. In addition, 'it is understood and agreed that Suyer is now the owner in See simple of another portion of property in the sane Section, Township and Range as u and 'which 'propc:cy i s true d Laing of this n.::_ u :s met ce is also L:v LCg pt '" " " � into CC51d OLCd 13ta. Buyer [agrees c`.ac as c a:h lot is sold from said croperty o'.no1 Sy Super, Buyer will. further pay SL,500.00 ince the .. - crow gent for :eduction of tha renuining balance o_thie contract. ^ The Escrow ;,cent sha1'.have no responsibility to inquire ae to whether or not 3u; ;or is entitled cr not en_itled cc • :rthdraw a Deed _f .. tniz _sorrow c -o :. the through o_ _ _ ,53C.00. All. amounts so paid by Buyer • :hr xr:n tine sc c:, ASact sia11 Se crab : :ad tcwa cd lift annual payments due hereunder on January 1 of each year. Eeklets agree to join with Buyer for curcdsos of causing of plats to be recorded and zinc dedication or streets, atLey„ right3- of -wa? an u _lity easements to c.e orient reasonably necessary to properly subdivide the ^ :ape__y a-'_ e:_a_n approval o'_ Spokane County of t ., e p rop sf_ __. ;;e Buys: ag_scs _o pay all taxes and assessments on ' sitd r_,_e__; betas t`e sea e'shail become delingtent. The B_ r shall have posseas ion of said property an f 1'977, ad shall ccntir.ue in such rossession so Lang as . of_ this A ;reement are tally c .:plied with. 3^.onld the c_ __ roil to c s _ cte payments or to keep c. . an .. f of .e .•covenants and agreements herein. mentioned, the same shel constitute a _forfeiture of this agreement and the:oup :r. the Sellers, at their option, nay declare such forfeiture b••'. __ " noc':a to the Buyer. :n case.:.ho Buyer shall ba _ — .rent in its - ymgents :rare tha: yen (10) days and a Noce J , _ e _ 5_p, 3 herei Crovieea, the Bayer agrees to ray - r SW holder fey trawl 3:L_er ' cost i.. the preparation of s 5id ::stsan the six. of 525.03 as a condi:'on precedent to too this ` n_ract. ._ the a __a__eo. of thirty s, t :?__ _.. ' - saf this 3 ' ent meanwhile e nos having been ▪ .iced the Se= 'ersmay enter into said promi_es and tike rts.e.S_cn o_ then, and this Agreement sh.a11 ba at in end and _ and the 3.yer shall f_or to the Sellers, as damages all p=_. -sr._a _de ereur.der and imrediateiy _cr_:�. r sass _cn o ,_ _remises, but tie failure of the 10 docia :a a fora .'e at ar.y :ime upon violation cf nnv_ arras of - _ contract by the 1:7 r s: - .all Le deemed only 'ma _ . b.. ,+ c`_ that particular time d ll , :, _ _ - _ waiver of any rL.31 S cf the celle.-s .. spec _ ren ified _ \. notice, den.ind cr communication to be given b•' either ;e_r) to this e....__.et to tie_ ocher party shall t : and transmitted to the other ?arty by certified mall a essed to the Sellers of So 7, Opportunity, Washington 53CG6, :� the Sayer at w. 5Cc -3rd Avenue, Spokane, Washington ��- 1 9920e, provided that either party may Change his place of address by notice to the other party given as herein provided. :..e mailing of any such notice, demand or ccarnacicatiOn as herein provided shall be a scffie:ant service thereof; and service ... any manner shall be sufficient only it receipt thereof be acknowledged in writing by the party w'ho is served. The Buyer hereunder assumes all risk of toss or damage from any and all causes co the whole or any pact of th.e property covered hereby, and such lass or damage shall not affect any of the obligations of the Buyer under this contract.' The Sellers agree to furnish. Title Insurance Po :icy certified to July f , 1977, showing title in Sellers free from in:unbrancaa, except roads of record; it being undoes :waif, however, that for purpose of this instrument, the following stall not be considered as ircuabrances: Saservations contained in any of the forms of patent or deed commonly used by the United Ste:ea - 0e America, the State in which t:.e property is located, th^_ Bet Pacific Railroad Company or the' Northern. pacific railway company; building reatrictions common to the platted crane in whiet :no property is situate; easements for private drive'ays in City limits or public roads actually in use as such; easements for telephone, sower, gas, water or electric service; :entraets c -moron :o t w tract ' -hich the property is situate w_ r 'eference to su ?plyingwater and electricity to the premises a._ thecporation of irrigation and electric s X stems.. 3uyer shall pay the costs of recording of this contract. 19 excise caw shall be paid by dollars. The Sellers have made a good and sufficient Geed conveying said premises to the purchaser free .and clear of all liens anal incumbrances, except roads of record. r) It is agreed that said Deed, together with a copy of tXis Agjq - cent, s)a1 be placed in csc :ow with the t '_L6 y f ' which is hereby appointed s c.a'a agent hereunder. • :d Ese=ow Agent is hereby .autho_i_ec_o receive monies under the terms'of this Agreement and to issue ti:e Sellers receipts therefore, and when the terms of this Agreement arc fully complied with, to delider said Decd and escrow papers to the Buyer. Each of the parties hereto agree ho pay one -half of the escrow ice charged by the Escrow Agent. Time is the essence of this A reement. l / cega0 ?ueschee. :IDILO:L. INC. 3y _o..ise _. 3iescnce • r resident ✓ J p , / , . ecretary .:ATE OF WASiit GTCN ) - , se. County of Spokane I ' Cn this :e/27 day of . 1977, before me, the u:derslgr.ad, a Notary Public in ani for the State of Washington, dory corniseioned and sworn personally appeared EOCAR 90EEC:IKE and :....:SE E. 31ESCHEE, hLs wife, to me known to be the individuals described in and who executed the foregoing instrument, and acknowledged to :e that they signed and scaled the said instrument as _csir free and voluna__y act and decd for the uses and purposes thucatr. eentionad. :ITt:ESS my hand and official seal hereto affixed the day and year. in this certificate above written. ,- 0: I Nitro • fr/ 332 : "= - slip L., and for.tco Saxe cf wash'ngt.n, residing at Spokane. 1 - _ i`. 3. 3.3 , • That portion of the Northeast quarter of Section 21, ^•n::hiu 23 North, doscrihat as follows; Beginning at the North quarter corner of Section 22; _hence South 01°05'10" East, along the Ffest line of said ' - _ ear.cr, a distance of 1967.64 feet; thence South 69 °47'00' parallel with the North line of said Northeast quarter, a distance of 20..00 feet to to true point of bog tr.ning; thence continuing South 66 °47'00" East, along the South line of Bloc's 3 N'_otLW3 • - -0.:, • s f 370.03 feet; thence North 00'76'10" st, J the Ease line of 31occc 3, a distance of 135.00 feet: thence Sc'ath 67'47 East a distance cf 9:55 fact; thence North 00 Sett a distance of 60.70 foot to th a beginning of a curve concave to the North with a tangent teari.n-of South 09'47'00" East a radius of 109 feet and a central thg!e of 17'23'10 "; thence Easterly along the arc, a distance of 332.75 feet; ' thence South 00'06'10" East a distance of 997.17 feet to the South lice of said Northeast quarter; thence North 29 West along said South line, a distance of 707.24 feet to a point 20.00 f East of the Crest line of said Northeast quarter; thence North 03'05'19" Nast a distance of 662.39 feet to the true point of b eginning. Situate in the County of'Spokana, State of Washington. SPOKANE COUNTY ENGINEERING DEPARTMENT 2 1 Spoktna County. Washington P.ASPl1ENT 0 The Cr.ntor(.) Fm.m.. , . .' I , i• •, 1) • F rl.. I': , 6 • ..1 M' d, 1 . of the County of Spokane, State of Washington, for and to con.idsratloo of Mutual Senorita to then In hand pad. and escetpt of Mich It hanby acknowledged. grams 10 •Spokane County. a political auhdlvl.lon of the Stet. of Washington, .n Laanant oust, under, upon and 'crone the hereinafter described lands situated In the County of Spokane, Stet. of Washington: The Eesemenr granted to Spokane County Ind Its euthorlred agents end /or assign., 1s for the aols pvrpo.. of construction, inatellecion, operation.. maintenance end repair of public utilities, signs and road maintenance within ..id Eep.nnt. The Grantor(a) hereby rag Spokane County, and all Its olflc.rs, employee., and agents and /or scalene from any responsibility of liability for any deluge whatnaver including Lnverae cond.anatlon by or to any and all persons or property aria Int out of or In any way incident to or attributsbla to rho conatructlon. Sn.tsllation. operations. maintenance and rapalr of public ucilltlu, mien: and road nLLntenencs within said Easement.. This Coming Qua grants to Spokane County and Sto authorized egrets end /or assigns the tights of in gnu and artse te over end from sell Eua.nt for the construction, installation, opotations. malntonance and repair of public utilitlu, signs and road maintenance Inatell.d or in tho futon installed In the Easement Arlo. Tis Eesuent described hareinebovo is to and shall run with [h. land. No modification of the bound.rl.s of said Lo.ca.nt can be made without the Woe approval of Spokane County. IN WITNESS WHEREOF, A hove hereunto vet 1 ...- hand(.) and uelf.) this `da el ( l - ce 1951 • � e ,✓ 4,47. ...-e I /1,r , /" . (17 / 't /cv -' .. / / �': /�/(' ode "' 2/./5 one a(1. ,,i eTrA<,4c. - 1,. STATE OF WASHINGTON ) / a t" COUNTY OF SPOKANE ) as . 1. t o ' ( 1' On this day pern f nelly appeared before ma ,1 R,1 S,_L Y n e L,..., 1 -r- n.. ,. - e.l. 4-,_ ,, A,.,,1....t ...1 mel 1_ f. l (:.- F...,..., • lh...).,.. personally known co me to be the lndlvldual(s) who executed the forgoing Instrument and ocknowledged the said inetruaent to be [he free end voluntary Act end deed of said liJlvldu.l(s), for the uses and purpuoeo therein mentioned. Civet, under my hand nd seal the ._ d*y of 1').; e' 1^ 1.,- , 19 /1 • re , . d, ...Itar .r Notary Pubito / .ln end for the State of Washington, rending at Spoken.. Washington. kusmnt /(mane, 1 3112070221 The South 35.00 feet of the NE 114 of Section 13, 1. 15 1...16 44 k.11.h. Spokane. County, :dote of W'shinclon ^� EXt11IFT the SC 1/4 of lb.: 51: I/A wf the NE I/4 of said Scetin, AJSU EXCEPT Iluudisb lluad When the lucre wain is cepl aced and nu lancer needed the County will a.n,id release the e.mL tCll1 and .,,red 0 run of pectNed ,luau..,, Iv the L.. idea. ., l ; lu,a 11.. tempi Spates Cooley T,.• LI VOL 1 a 2'i.tr/aE 1.9'i 7 , WM :W.1025.1 EASEAE;IT FOR SEWER FACILITY TpE 2PII FOR,NIOfL08E, INC., a corporation of the County of Spokane, State of Washington, for and In consideration of Cne Cellar ($1.(10) to them In hand paid, and receipt of s,hich is hereby acknowledged, grants to Spckane County, a political subdivision of the State of Washington, an easement In, into, over, under, upon and across the hereinafter described lands situated In the County of Spokane, State of 'Washington: That portion of the tlorthwest Quarter of Section 33 • T r :r•h'r 7C :tnr Par - 44 E.'W.A., in Spokane Lown.7 - - -• Washington described as f ollows: '- 2eginning at the Southwest corner of Lot 1, Block 6 of RiCILC:E FIST ADDITION, as recorded in Volume 15 of Plats, Page 35; thence South a distance of 707.05 feet; thence West a distance of 256.8 feet: thence ':crt: 0 West a distance cf 620 feet to the Southwest corner of Lot 1, Block 3 RIOILG :fE ACGI HON es recorded In Volume 13 cf Plats, Page 18; thence South 21°47' Cost along southern boundary of I:I0(L0RE ACSATIC: 329 feet to the Southeast corner of Lot 4, Stook 3 of ;II DtL014E A30IT PC;; th ence North 79 °17' East a distance of 117.56 feet; thence !i 88 East a distance of 147.22 feet; thence north 88 East a distance of 215.25 feet; thence :forth C1 East a distance of 25.22 feet to the true point of beginning. 'The easement granted to Spokane County Is for the sole purpose of installing, operating, maintaining, altering and repairing a sanitary sewer system. It is ex;ress ly Gneers tote and agreed that Spokane County and /or its authorized agents shall have the right of Ingress and egress to the property described hereinabove for the p_rpose of installing, operating, maintaining. altering and repairing such sever system. Spckane County and /ar its duly authorized aents at all -...es hereinafter, at their own cost and expense , may remove all crops. brush, grass or trees that may Interfere with the installation, operation, maintenance, altering and repair of such seder system. The grantor reserves the right to use the strip for purposes which will rot interfere with grantee's full enjoyment of the rights hereby granted, provided tnat grantor shall not erect or construct any building or other structures, or diri.ns sc or s:ubstar.tially add to the ground cover on the easement. The easement described hereinabove shall run wt th the land. .,. e.4 fz Imo: w t " 802 ?fa 1379 cg MI0iLC7 r Zia. a carp don, B ! :?lei. Press 4 <!/ /�� V / / ant [ +( i By: ; 411,4 � 0 Secretary 'WI LIESZ 'WBEREGF, we have hereunto set our hands this 2.a 7 day of x 1586. STATE Of 'LUSH i Y3T0:l County of Spokane 55 <i: 802 rat 138Q On this— J of fcbi'n.ty , 1980 , before re, the undersigned, a ::Gear/ ou'o i in and for the S"tate Of 'dash duly cernissloned and s'. :orr., personally appeared EOC:uR BUZSCHIKE and 3CCERT 'I. TO: :LIIISO :1, to. me •rmin to be the ?resident and Secretary, respectively, of :110LLOWE, INC, a cora:ration, t:re Corporation that executed the foregoing Instrument, and acknowledged the said IGStr,Cflt tG'be the free and voluntary act and deed of said Ccr; :ration, for the uses and purposes therein mentioned, and an oath stated that they are authorized to execute the said instrument and that the seal affixed is the Corporate Seal of said Corporation. I:1 'WITIESS WHEREOF, I have hereunto set ray hand and affixed my official sell, the day and year first above written. C --vrp._. *c; pji,Qr - C Notary Public In and for the Static of Washington, residing at Spokane. 7,iLED O✓;cr.gSC uEn ESi OF Ca,.nty Engin er Fi4a 4 4 07 PH X96 WILLIAM E. COmAIIGf ALOITCR ',67ORAHC N O COUYY TT.WA1K'. l'. arOU & Roy Court How's; xxx ALOHA SECOND ADD k= JOEY MARIE ADD. uOEY PIARfe 1s r ADO ALOHA ramp ADD.'. 1$O 150 1 t.ro •., r'£R 7 ADD TRANSAMERICA TITLE INSURi, E COMPANY .�)is sketch Is s hout ch in for e �C�� lor m naon nl i _s .tended to s , all mew: rs mistral to the property including, b of lin 4 rt r7 to, ar•'a, dimensions. easoments, e • . .chrr. <, or Incr. • tien of boundsries. It is not pe . nor dnc :s - A L ea :4.X.1. rho Ccntpfa . ; t Flog T sat ob3 (3 @—{ <• .1u � G'_O BJECT P \ \\ \-•;'N N . Z-.aN I 4 .o AL01t4 £E_GOND APP 2y 0 0 JOEY MARIE 2 ND VIGUE'S ', in ADD CHESTER t�� .4 HEIGHTS f MID/Lori( 2 HD 1 - - \ 4 ADD 1 1 MIDILOME 3 RD ADD. 1 / O v • I / - - - -' • • M/D /LONE 5 T H 499 MIDILOME 6 TH ADD 0 O h FROM ANGLE DIST NORTH EAST TO P1168H MIDILOME 8TH ADDITION PLAT BOUNDRY 4 -21 -93 D.B. AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 06 10.0 W 662.2300 1662.22893 998.81209 2 INV S 89 47 00.0 E 370.0000 1660.82977 1368.80944 3 INV N 79 17 00.0 E 117.5800 1682.69405 1484.33870 4 INV N 88 15 53.0 E 147.8200 1687.17029 1632.09091 5 INV N 77 05 31.0 E 41.8300 1696.51458 1672.86386 6 INV S 20 49 09.0 E 179.4700 1528.76274 1736.65102 7 INV S 0 11 05.0 W 531.1300 997.63550 1734.93866 8 INV N 89 48 55.0 W 734.9500 1000.00498 999.99248 9 9 FROM LAT & DEP - 0.00498 0.00752 HCLOSE S 56 28 49.6 E 0.0090 1000.00000 1000.00000 1 PREC = 1 TO 308574 Area = 490882.48 sq ft 11.26911 ac ANGLE DIST NORTH EAST TO BLOCK 3 SIDELINES AUTO INVERSE * * * ** START RADIAL N 42 46 02.0 E DELTA 52 01 12.0 RT RADIUS 15.0000 TAN 7.3192 L -ARC 13.6188 RADIAL S 85 12 46.0 E 1687. 17029 1632. 09091 5 5 INV N 77 05 31.0 E 41.8300 1696.51458 1672.86386 6 6 INV S 20 49 09.0 E 179.4700 1528.76274 1736.65102 7 7 INV S 0 11 05.0 W 531.1300 997.63550 1734.93866 8 8 INV N 89 48 55.0 W 724.9600 999.97278 1009.98242 10 10 INV N 0 06 10.0 W 114.9000 1114.87259 1009.77631 11 RADIAL S 89 53 50.0 W DELTA 90 17 15.0 RT 1 RADIUS 20.0000 TAN " 20.1006 d L -ARC 31.5163 RADIAL N 0 11 05.0 E RP 1114.90847 1029.77628 12 11 CHORD N 45 02 27.5 E 28.3551 1134.90836 1029.84076 13 TRN @PT S 89 48 55.0 E 13 INV S 89 48 55.0 E 77.4600 1134.65863 1107.30036 14 RADIAL S 0 11 05.0 W DELTA 41 44 30.0 LT RADIUS 435.0000 TAN 165. 8567 L -RRC 316.9103 RADIAL S 41 33 25.0 E RP 1569.65637 1108.70280 15 14 CHORD N 69 18 50.0 E 309.9483 1244.14727 1397.26618 16 TRN @PT N 48 26 35.0 E RADIAL N 41 33 25.0 W DELTA 84 19 27.0 RT RADIUS 20.0000 TAN 18.1108 L -ARC 29.4347 RRDIRL N 42 46 02.0 E RP 1229.18133 1410.53346 17 16 CHORD S 89 23 41.5 E 26.8492 1243.86370 1424.11389 18 TAN @PT S 47 13 58.0 E 18 INV S 47 13 58.0 E 96.0000 1178.67764 1494.58926 19 RP 1167.66586 1484.40394 20 19 CHORD S 21 13 22.0 E 13.1558 1166.41403 1499.35161 21 TAN @PT S 4 47 14.0 W RADIAL N 85 12 46.0 W DELTA 284 02 24.0 LT RADIUS 50.0000 TAN 39.0362 L -ARC 247.8717 RADIAL N 9 15 10.0 W RP 1162.24125 :1549.17719 22 21 CHORD N 42 46 02.0 E 61.5386 1211.59068 1541.13766 23 TAN@PT S 80 44 50.0 W RADIAL S 9 15 10.0 E DELTA 52 01 12.0 RT RADIUS 15.0000 TAN 7.3192 L -ARC 13.6188 RADIAL S 42 46 02.0 W RP 1226.39551 1538.72581 24 23 CHORD N 73 14 34.0 W 13.1558 1215.38373 1528.54049 25 TAN @PT N 47 13 58.0 W 25 INV N 47 13 58.0 W 96.0000 1280.56979 1458.06512 26 RADIAL S 42 46 02.0 W DELTA 84 19 27.0 RT RADIUS 20.0000 TAN 18.1108 L -ARC 29.4347 RADIAL N 52 54 31.0 W RP 1295.25216 1471.64555 27 26 CHORD N 5 04 14.5 W 26.8492 1307.31392 1455.69205 28 TAN @PT N 37 05 29.0 E RADIAL S 52 54 31.0 E DELTA ' 42 48 05.0 LT RADIUS 435.0000 TAN 170. 4807 L -ARC 324.9559 RADIAL N 84 17 24.0 E RP 1569.65725 1108.70361 29 28 CHORD N 15 41 26.5 E 317.4526 1612.93688 1541.54524 30 TAN @PT N 5 42 36.0 W 30 INV N 5 42 36.0 W 71.6300 1684.21147 1534.41852 31 31 INV N 88 15 53.0 E 97.7000 1687.16999 1632.07372 32 LAT & DEP 0.00030 0.01719 32 HCLOSE N 89 00 09.5 E 0.0172 1687.17029 1632.09091 5 PREC = 1 TO 176754 Area = 227301.77 sq ft 5.21813 ac FROM ANGLE DIST NORTH EAST TO BLOCK 1 SIDELINES AUTO INVERSE * * * ** START 1660.82977 1368.80944 3 3 INV N 79 17 00.0 E 117.5800 1682.69405 1484.33870 4 4 INV S 5 42 36.0 E 75.1100 1607.95673 1491.81165 33 RADIAL N 84 17 24.0 E DELTA 9 29 22.0 RT RADIUS 385.0000 TAN 31.9553 L -ARC 63.7645 RADIAL S 86 13 14.0 E RP 1569.65177 1108.72193 34 33 CHORD S 0 57 55.0 E 63.6916 1544.27414 1492.88463 35 TAN @PT S 3 46 46.0 W RADIAL S 86 13 14 E DELTA 86 26 1i , f RT RADIUS 2 20. 000 TAN 18.7935 r L -RHU 311. 17133 RADIAL S 0 13 00.0 W RP 1545 1245 1472.92812 36 35 CHORD S 46 59 53. ,1 W 27.3914 1525..A260 1472. 85249 37 TAN @PT N 89 47 00.0 W 37 INV N 89 47 00.0 W 443.9200 1527.27130 1028.93567 38 RADIAL S 0 13 00.0 W DELTA 89 40 50.0 RT RADIUS 20.0000 TRN 19.8888 L -ARC 31.3044 RRDIRL S 89 53 50.0 W RP 1547.27115 1029.01130 39 38 CHORD N 44 56 35.0 W 28.2053 1547.23528 1009.01133 40 TAN @PT N 0 06 10.0 W 40 INV N 0 06 10.0 W 114.9500 1662.18509 1008.80513 41 41 INV S 89 47 00.0 E 360.0000 1660.82374 1368.80256 42 LAT & DEP 0.00603 0.00688 42 HCLOSE N 48 47 49.1 E 0.0091 1660.82977 1368.80944 3 PREC = 1 TO 135215 Area = 66227.47 sq ft 1.52037 ac FROM ANGLE DIST NORTH EAST TO BLOCK 2 SIDELINES AUTO INVERSE * * * ** START 1184.65837 1107.46156 43 43 INV N 89 48 55.0 W 77.9200 1184.90959 1029.54197 44 RADIAL S 0 11 05.0 W DELTA 89 42 45.0 RT RADIUS 20.0000 TAN 19.8999 L -ARC 31.3156 RRDIRL S 89 53 50.0 W RP 1204.90948 1029.60645 45 44 CHORD N 44 57 32.5 W 28.2132 1204.87361 1009.60648 46 TAN @PT N 0 06 10.0 W 46 INV N 0 06 10.0 W 252.3700 1457.24320 1009.15377 47 RADIAL S 89 53 50.0 W DELTA 90 19 10.0 RT RADIUS 20.0000 TAN 20.1118 L -ARC 31.5274 RRDIRL N 0 13 00.0 E RP 1457.27908 1029.15374 48 47 CHORD N 45 03 25.0 E 28.3630 1477.27893 1029.22937 49 TAN @PT S 89 47 00.0 E 49 INV S 89 47 00.0 E 426.2900 1475.66690 1455.51632 50 RADIAL N 0 13 00.0 E DELTA 107 58 55.0 RT RADIUS 20.0000 TAN 27.5185 L -ARC 37.6928 RADIAL S 71 48 05.0 E RP 1455.66705 1455.44069 51 50 CHORD S 35 47 32.5 E 32.3570 1449.42081 1474.44029 52 TAN @PT S 18 11 55.0 W RRDIRL S 71 48 05.0 E DELTA 71 59 10.0 RT RADIUS 385.0000 TAN 279.6476 L -ARC 483.7119 RADIAL S 0 11 05.'0 W RP 1569.66089 1108.69813 53 52 CHORD S 54 11 30.0 W 452.5191 1184.66289 1107.45689 54 TRN @PT N 89 48 55.0 W LAT & DEP - 0.00451 0.00467 54 HCLOSE S 45 58 50.3 E 0.0065 1184.65837 1107.46156 43 PREC = 1 TO 206424 Area = 109516.30 sq ft 2.51415 ac FROM ANGLE DIST NORTH EAST TO CENTERLINE BATES DRIVE AUTO INVERSE * * * ** START 1000.06944 979.99984 57 57 INV N 0 06 10.0 W 160.0000 1160.06918 979.71283 58 58 INV S 89 48 55.0 E 127.6900 1159.65751 1107.40217 59 RADIAL S 0 11 05.0 W DELTA 47 25 03.0 LT RADIUS 410.0000 p TAN 180. 0521 Z L -ARC 339.3125 jj RADIAL S 47 13 58.0 E RP 1569.65538 1108.72401 60 59 CHORD N 66 28 33.5 E 329.7118 1291.25659 1409.71257 61 TAN @PT N 42 46 02.0 E RADIAL S 47 13 58.0 E DELTA 33 02 56.0 LT RADIUS 410.0000 TAN 121.6378 L -ARC 236.4929 RADIAL S 80 16 54.0 E RP 1569.65538 1108.72401 62 61 CHORD N 26 14 34.0 E 233 .2280 1500.44542 1512.84031 63 TAN@PT N 9 43 06.0 E RADIAL S 80 16 54.0 E DELTA 15 25 42.0 LT RADIUS 410.0000 TAN 55.5374 L -ARC 110.4028 RADIAL N 84 17 24.0 E RP 1569.65538 1108.72401 64 63 CHORD N 2 00 15.0 E 110.0696 1610.44768 1516.68968 65 TAN @PT N 5 42 36.0 W 65 INV N 5 42 36.0 W 73.3700 1683.45363 1509.38985 66 66 INV N 88 15 53.0 E 25.0600 1684.21249 1534.43836 67 LAT & DEP - 0.00102 - 0.01983 67 HCLOSE S 87 03 01.2 W 0.0199 1684.21147 1534.41852 31 PREC = 1 TO 53996 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE BATES COURT AUTO INVERSE * * * ** START 61 INV S 47 13 58.0 E 1291.25659 190.0000 1162.24251 LAT & DEP - 0.00127 68 HCLOSE S 85 57 15.4 W 0.0179 1162.24125 PREC = 1 TO 10594 No Area FROM ANGLE DIST NORTH 1409.71257 61 1549.19508 68 - 0.01789 1549.17719 22 EAST TO CENTERLINE 38TH AVE AUTO INVERSE * * * ** START 1500.44542 1512.84031 63 63 INV N 89 47 00.0 W 533.7500 1502.46382 979.09413 69 69 INV S 0 06 10.0 E 342.4000 1160.06437 979.70833 70 LAT & DEP 0.00481 0.00451 70 HCLOSE N 43 06 42.6 E 0.0066 1160.A6918 979.71283 58 PREC = 1 TO 132849 No Area OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer ENGINEER'S AGREEMENT NUMBER This agreement between Spokane County and AGREEMENT TO PAY FEES M t9I r "F (name a person A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director IN4C. whose interest in the project is Owen p.e. owner, agent, etc..) is entered into this 4- day of Fc.hrua rY , 19 c13 . This agreement is applicable to the project known as: P- AID1LCMF Till Adel. (project aware% or !aflame at n , e nunl cr That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: NAME: Mlntl n titF rLIC . ADDRESS: S. 4 10 0 Tp t otg oIil. CITY, STATE: S' 0/t aD/ -p, L/A ZIP CODE: /P 9 92 0 c PHONE #: t,Z ? - / 000 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. N 11 Jefferson k�g�I�agrecmen.fec N N a SIGNATURE By. /, c a (PRIIl}'C NAME) • RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 ar 1 • PAY 0 TO THE ORDER OF DO LARS MIDILOME INC. THE J ( Tl i • Fl 0 b 4 y) lv • YPo/ U88E6_L 1 r1 I'»?1 U.S. BANK THIRO& STEVENS BRANCH _ WEST 508 THIRD AVENUE SPOKANE. WASHINGTON 992O4 US BANK OF WASHINGTON. NATIONAL ASSOCIATION . • FOR ezIZZ yc '. 000 L0260 1:L25000L05':• 2227 714296o - ‚ 2.,......- — 1=..= . - • _L • s P 90/ $ saV31o0 <saippv YVOaa O3,V37]N 31V0 1026 19 -10 222 120. 6P6I' .uorvo:rm a 5T Ni 30 0 o` • 113C1NO A3NOLV 3OCI 3DNYIYE C L 0/ ADIHD 0 D IWI 3Nn oI�Y HSYJ 3DNY1Y9 DNINNID3fl OIVd MOH 1Nf1ODDV ar 1 • PAY 0 TO THE ORDER OF DO LARS MIDILOME INC. THE J ( Tl i • Fl 0 b 4 y) lv • YPo/ U88E6_L 1 r1 I'»?1 U.S. BANK THIRO& STEVENS BRANCH _ WEST 508 THIRD AVENUE SPOKANE. WASHINGTON 992O4 US BANK OF WASHINGTON. NATIONAL ASSOCIATION . • FOR ezIZZ yc '. 000 L0260 1:L25000L05':• 2227 714296o - ‚ 2.,......- — 1=..= . - • _L • s P 90/ $ saV31o0 <saippv YVOaa O3,V37]N 31V0 1026 19 -10 222 120. 6P6I' .uorvo:rm a 5T Ni 30 0 o` • S P O K A N �. r�rt '�1 t`j �� C O U N T 'rte_ OFFICE Or THE COUNTY ENGINEER Ronald C. Hermann, P.E., County Engineer AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER. /1 V A This agreement between Spokane County and whose interest in the project is O w v, 0.e. owner, agen , etc.) is entered into this 4- of Fr.br rT , 19 S3 . This agreement is applicable to the project known as: MI 01 LOt F S T ~ Add, (project aaarcss or tnenanc & the num r That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: NAME: M l n t t rn.4 F nit" . ADDRESS: S. 4 10 0 Jp, .0 CITY, STATE: 9' OISGI -P, /4 ZIP CODE: / 6/7,—/00 qZO/ PHONE #: v I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. (PRII'V'I' NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS k(g»greemen.fce NA '1 Jefferson Spokane, WA 99260 -0180 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, 1'.E., Director MlTll Q (name o person I. ICI (509) 456 -3600 FAX (509) 456 -4715 ve- • DATE 0 J• RECEIVED FROM Address .ACCOUNT HOWPAID' BEGINNING - BALANCE AMOUNT PAID O d CHEC K�,' I b?�y BALANCE MONEY ORDER TD' 0 1 I0 .021a IT/IF A PORTLAND Clara, CONCAET! COSS 7/r! ii' S3:Aas! CDYNrr STgNMRo Cup VIEW: S . J r Curb C \ \l RTw L4,J rMAC, PA✓LMLn7 _ I` ` s% ` 0 Concrete Curb inlet Type, Spokane Co. Std. DETAIL. "A" TYPAL ROADWAY (NO SCALE) -0a ea: 0 25 aru • WARD' COQCACTL PAYLML.IT CLAA "B. A LamPACTLO ALAN Anwar! Cowrlwr at%_ ra a 4% (OAS. D.D.r SPLL. CROSMLD SORMCWO rap Co✓RSL . C CDMPACTLJ OCPTN CW.S.O.O.T J'K.) DETAIL ° 9 0 TYPICAL SECTION BOWDISH ROAD £ ( NO SCALE) 2D . _ — ____L _ � —_ - -_ 2' ASPHALT' CONCR(T( PAYLMC■T CLRSJ 'B COAIPAC TIP DCPTN . RSPLALT Cava $&4% TO Ewa C wsoor. Inc.) L" CRUJNLO SONTACi#O TOP COORS(, CON,PRCTLD OLPTN ( wiDOT JPLC ) DETAIL "C" TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE NO SCALE Top of earth berm (3''nida at top) covarsd with grass at 1 51opa ,min. / 311 51 opa, mwa. from top et berm to bottom Of Snook. DETAIL DD _ "208" POND : 'SECTION DETAIL NOT TO SCALE Varies Drywell Greta. ( Drywall �8 LLa • S' I • � Lint Pond w•ctin Gross Sod 5 \opr', \--..'20$ Pond Floor Slope Seel toTal. of Drywell or Mastic an Eposed Julnts MIDILOME 8TH ADD. DRAINAGE DETAILS • SECTION as' Enlstiny Y1rw Bock and Sides 04 'VA' Pond to be. bigber then pava.nant Side TTPL A - PORT[ ANA CLMLwT COwc.rf T( Cw 2, JPOaNA COUNTY .STAnaQAD. SIDE: r3' JN L £WALL NAnil TA Tno, S TL DT 300 {WALL em: 4 co OM - Or CALK OML AU /LLAGR. ' y, I 3 :1 Stops o mwa.) 33' i WANT tf 1 Slopa nin. . DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 10.0 5.S .6 ro.w Iw S impson Engineers, Inc. CIVIL LNGINELRS It LAND SURVEYORS N.909 ARGOrNE ROAD SPOKANE. WA 99212 PH 926 -1322 STORMWATER July 1. 1993 Prepared by By:, Simpson Engineers. Inc. North 909 Argonne Road Spokane, Washington 99212 TABLE OF CONTENTS l RECEIVED JUL 2 3 1993 SMIRKS COMFY ENGINEER DRAINAGE CALCULATIONS DRAINAGE 1.• FOR - �` •MIDILOME 8TH ADDITION Sv •7 EXPIRES 7117' TiMbH RECEIVED JUL 071993, Coady Enginecrin itRVW a. Stormwater Drainage Calculations for Midilome 8th Addition: Basins A,B,C,D,E,F,,and G. b. Calculation of :flow depths in swale, and over driveways in Basin D. Calculationof.flow.depth over berm in Basin C. III. a. Bowdish Road curb, grade, calculation sheet. Analysis of horizontaliclear sight distance at Bates Drive and -at 38th Avenue:with Bowdish Road. Midilome Addition"Typical Road Section: Basis for Bowdish Road surfacing depths. IV: 'Attachments: * Topographic Map * S.C.S'.*Soils Map *"Previous 'street plans and profiles for Bowdish Road and 37th Avenue in Midilome Addition and Midilome 1st Addition ' *,Previous drainage calculations for Basin A of Midilome 7th ' Addition and .Drainage Map for Midilome 7th Addition. Sight; Distance Map at. Bate Drive and at 38th Avenue with Bowdish'Road'; Basin,Map for Midilome,8th Addition (Colored Drainage Map) 1 11 1 , RDJLT . NAME = MIDILOUE OTHADDITiON DESCRIPTION = STORNWATER DRAINAGE Ik DAREA I = -11 ACRES SUDAREA 1 RUNOFF COEFFICIENT = AREA = A P CRES COMOSITE RUNOFF COEFFICIENT = .9 I HIEJ...ANM FLOW VALUES CLAIDSS : ISONAJVLSH "?.-DP.A CHi STk• SG to tk-t-11.16 .(91 r- 4119 F o AC.F.S. CHANNEL FLOW VALUES • ZI = GO Z2 • D = 0 TD COMPUTED VALUES DUR = 1110 • .1.110 GA = 1 DATE = 6/24/9:: C kAF:S 0? Sri wG 0 rl C WV I 1\2 U N3 5 GIP-ADS GNaweuries . F07- s 0.3 0.02.5 RATIONAL FORMULA HYDROLOGY. DESIGNER = K (4 MCMULKIN BASIN "A" DONDISH RD, SP1/4 C. u CAS v G5 te■pmraGctAenvr" n 12-40 f'c ‘06 6u11e.F. LOW f I l j MI I I i1 iii:' 'II I) 1 11 ( I I ! I I I 1 i 1 I I I 11 I I! I I I III 1 1/ I I I I 1 1 I' 1 1 1 1 I I' 1 a/ - --t -- I t' USSI= I - L `L 4-r j ' - - j- i ±- I - T f _ I . ; � L 4 L L 1_1_ 1 _' 1 11-1 ', // / 1 ._ 7 I 1 1 1 I I I I I I - + 111•1 1 k Lir , / '• i v dig 1 iii‘ IMIIILtle4.11a■ MIIINNILIILW NIMIlan■ I I II al 0 WWI ill LI 1 1 1 1 U i t l l. l I / I -�--. _ I I 1 I i I I IIj ' ��I �L - I T j 1 1 1 1 1 1 1 . 1 1 I I 1 1 I 1 1 1 1 1 1 I 4� 0 o I . I L.I _ � - - _ C` 1 -:1 1 " - I: - I ti -- -- -1 - .1 - 1 I • III VA S as.aan�N■ �c, o 11\ � ill 1 1 11II 11 . I I I I 1 111. f� 1 1 I • ri_,• �UlX i 4 I __I____1- " M" I __L__ �'�r I.i 1 1 1 I 11 I I 1 1 1 1. I i ) II 1 1 -- i 1 1 1F 1 1 , I 1 1 1 I I 1 j 1 I 1 1 I 1 , ,; 1, 1 1 1 1 1, 1 I . 1 -h- I 1 1 1 I 1 1 1 1 1 1 +-h 1 1 1 1 1 1 1 1 i l 1 1 1 1 1 111 1 11 I ',,.II" I, I. I I I I I 1 1 11111 3 I I I I I I 1 , 1, n IIII an NNinNN /s 4 N•NN../sa NSIWOM I N II a/ - --t -- NIA. :NN /.t�I=�i - - USSI= -'- I I I. UMW /%/ ENE -4-- -1- -1 Lir , / '• i v dig 1 iii‘ IMIIILtle4.11a■ MIIINNILIILW NIMIlan■ I I II al 0 WWI ill LI 11 It I I -fi I 1 _L I 1 I I , L I . _ tri (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y - FEET 02 04 .05 .06 .00 .10 .05 .06 .06 .10 6 -39 2 .3 .4 • .5 .6 .7 .0 .9 1.0 L/ La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 1.0 6 6 5 .4 3 2 as .10 .06 .06 .05 .04 .03 02 .0? 1.0 6 .6 5 .4 0 .3 , On .2 .10 L a 1 1) A F - CJ f / : 7 'PROJECT NAME = N1J:DILOME 9TH ADDITION DESCRIPTION -- STORMWATER DRAINAGE 'SLJ :C1REA 1 = .11 (- TOTAL AREA = .14 ACRES "OVERLAND FLOW VALUES Ct .15 1 CPANNE I_ (FLOW! VALUES 1 1 1 1 1 1 1 1 1 1 L = Ff =. TD = 0.1X 40. SA "COMPUTED 'VALUES OUR -=. II0 = 7,.18 U10 = - 40 OA - .40 Q A y0. 0 6uTTEP DEP ?ESSIo 0.6 0.02 5 RATIONAL F"i:7 ll`91I1_A HYDROLOGY 0 SUBAREA COMPOSITE RUNOFF COEFFICIENT ER 0 +45.7.1 -to \-t 2.5 P- -ADtus To Et& 23k13. - TO 1-t SO •1k So lnkgz Cvog..3 0FEN1NG ON CoNTINuo■S GRADE F \G. \ "GUIDELINES FOP- ST og,wKrER MANAGEMENT" - DA c.Fs s 0.025 FP -o N\ f16. lB Co.) , \6).0 V CV,I ' 16 WIDE , (, DEEP bJ MCI'`1LJL.I;.IN BASIN "0" 1?OI+JDT91- I /3E$TI 1 RUNOFF COEFFICIENT = 9 INCLut, $; PANT, ON $owt\SH 1 STA, (n}"ICo To S t52.16 PANT. ON 38 ANS• ETA. Ok25 To \ -k 25 (" (1 op) ( \B) e l' p -AUtu: t S FT . '7 q .1 4 1' @ 1mo 31.53 q. 0.'15 61: Ca o - bo n ' 58' @ 1.90` 233.32' e 1.11 • 62 S6 FT O.1\ ACRE Eo 1NTERCEP? 100 6UT'1ST. FLow 11 11 I t 1 ' 1 _ . . ...... . I i t, ; I I I 1 :. . _ I 1 111 II I, I ill: I I ! I �II I � j NMEI%I�� Ii I I ;' , -1t `1 I;Ii - E - Li /� ,_- + - H - rh -I- I 1 1 1 1 ± r II - hl it-Ft 1� 1:L .1 �-}. I I , I -- 1 �d-f-1 0 P al %/� ' i•l -1-+ I - -' 11 I I I I I I - 1 - � -fi I I I I I I . , /' 1- 1-3-1-- r II I I I 1 1 1 7- 1 1 I 1 �' • L - -. I I ' l l I i I I 1 1 1 1 ! I �! ! , �/ ,I CI l I I I j l 1 1 I l i 1._} .I I ,L I I I I_I I I ' :; i:li l i I I I I 1 -j- - -I-- -T- I ' 1 �Ti 11 1 . II .��oh III I I H- , 1 - -1 '.I 11-.,--1_ 1 .. . I I 1 I `� r✓ � 1 1 I I 1 I I I I I I 1 1 ° I i ll 1 1 I ti I- I I- 1 1 1 1 1 1 1 1 - I -1_ I I I.. l 1 i I i �. -� 1- 1 , -1-iJ I t 711/N'/ I i I I I - -1- 1 ,�- 1 1 f I I I II' I - � 1 1 1 I I III I I I I I/ I I 1 1 1 1 � � - I •.I 1 1 , . -i 1 ., i . I I . ' .._ ...,.LL .� i . }� I 1 1 1 I I I I 1 1 III l I I l 1 1 1 1 1 / X /� I I I I I II I 1• I I 1 I 1 I I I I I I I I 1 I,,. I . I I I I I I Iii I u•�u■��NounimI/ii , nnuu 1 �NNn`y.. 1 ■••u ��NA11•04 USIIIIIIIMIIIMEMTAIM NOI��'L% r an -i N---- NMEI%I�� m - 11 r/ o0, 90 \• i hh. )„ .. 0 K hilbh Ma, _J- �I \ i -; + 0 P al 7 O I r r / I - l is I - 1 - � t 1 1 1 1 7- 1 1 4151 DEPTH OF FLOW - y - FEET .0! .04 .05 .06 .09 ,1 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .05 .06 .09 .10 0 .3 e CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 - FIGURE 16 1.0 .9 .6 .5 a .3 .2 , r. as L .09 .06 .05 .04 .03 .02 .01 1.0 .9 .4 0 .3 Q 0 .2 .10 RATIONAL FORMULA HYDROLOGY 'DATE DESIGNER = K W MCNUUKIN BASIN "C6" 38TH/DATES . PROJECT NAME - MIDILONE BTH ADDITION I DEECRIPTIOM = STORMWATER DRAINAGE EUBARFA I = .12 ACRES SUOAREA I. RUNOFF COEFFICIENT = .9 'TOTAL AREA = .12 ACRES COMPOSITE HM4- COLHFICIENT = .9 m OVEP,LAND Fi....0t.i.[ VAUJES Il Et = .15 INCLUotei ', ?qv Dm se3 mts. • L = 0 • NI - .o16 SIA. 4k \\ - r t S-1 8 - .01 6 ?Mori. oil "P„ r.S7P... 5k31 - Tb 1 i 03.41 CHANNEL FLow vALuEs = 212 OD 5 )( 1 )-z - - 1(890 - T. z • 'Li - :6 (1(0 r- 3 CID G .016 2-tvs:nu.s -•-• 36 Ft 13 = 0 • A-98z r , .12. .012 v . Tr.) - .11:: I A -- k - u 10 ?-F-- 'Ake 15.05 k.cyo - 453 . " 4 . COMPUTED 1 .1 A; I LEE'. \?.. pl.) iv, ::. 31 III 1 0) DD"" SKIES" E10 = I OA zrz.‘t e 1.1sr" 1 corli GszKDE \ G, ul ro?.. slor-t-vv4k mi\op1/4G6rnewc" 1 Q. r)s.? or Fl...nw 0.34 CF3 G 7- 0 6u1 - VEY 1?- S.SS DN1 0, 0 Fle. 13 (a) 1 Q. o_?-)4 3.60 f tNTEizcsi—c 100 cou F LOW • i ° VI- (N. 0.07_5 I SAY : Cu?-V$ c_o ; \G \ x DE 1 ( DEEP so MI IM■PSm /yN MI NIM,953,4 1 p INI■ ■ I a/ 's i�� iyN ■.____ - --f -- - 4° rI%�lN 0 111=g EMU 1 - min fin - 1Arpc; ii i 1 A PO Fr.; , I I I I I ,I 1 i .� I I. f l I 1 1 I 1 I'I i'.. • • I� I' l , , III I II 1 1 1 I I I I.I•I,I .I,. , I I...,.,. I I 1 1 1 I -1- vArai Ward= 1 .1 I I 1 1 1 � / 1-= I I � 1 j l:1 i : 1 111 � 1H / 1 I I I I I I I 1 1 I I 1., I I i I I --I- I 1 1 1 I I I o o, .. _ _.: . ..I 1 1.. 1•L; : III 5 VA ! ! b m mums n■■ 1 1 , 1 1 1 I I L±_-I 1 1 1 � .,I f o 1 1 1 1 1 1 I I I I I 1 1 • 1 1 o 1 1 7�II / :�■ / I , I ■1 ■ ■ — - ; f I. . I 1 11 , f 1 i ..I 1 1_ 1 — T j 1 1 ( I . 1 l i ./' 1 l I I I . 1 1 1 _ I . ..I I L �.' 1 11 I I I 1 I I I III, . : I I I; 11 I I I // ' '/ i i i Iii 1 i I' 11 l , , 1 1 _I,I..I:11 I I MI IM■PSm /yN MI NIM,953,4 1 p INI■ ■ I a/ 's i�� iyN ■.____ - --f -- - 4° rI%�lN 0 111=g EMU 1 - min fin - 1Arpc; ii i 1 A PO Fr.; , SkTd H-F +1 1 1I1 1 L±_-I I ; Ce ILNLYNLVI w 11 1 .01 .02 DEPTH OF FLOW - y - FEET 04 .05 .06 .0e Io .. (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .05 .04 .09 .10 .5 .0 Li CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE '6 -39 FIGURE 16 1.0 .0 e .3 .3 .2 La .10 .00 .0 .6 .3 0 Oa .10 Cat). Cu *1 \ \ L 10 + z3 ncl EN/sro o PArtmg5tT ENP VIEW : E'dec P SrO Pt Coucreie Curb inlet Type% Spokane Go. Sid. • .r - 1 Y R/N 4,1 DETAIL "A" TYP:SAL ROADWAY SECTION, 6,044.{ PoATLawo GEmjwT CONCRETE Cott tine it SPDAA.VE Co.,/7r 4Ti9NMRD 2 5' 18' ._ortf rr /!r (NO SCALE) ti ASPNACT CraCRETC PAVEMENT CLASS'S. t CCMPACIto DEITN Asti/Air canto? zoo: TL 64:4 (.✓. S. P.O. CRUSNEO S✓RMCINO TOP CO✓RSE . C " COMPACTCO PCPTN CW.S.D.O.T snit) DETAIL "9" TYPICAL SECTION BOWDISH ROAD (NO SCALE t. 20 VAR /CS n_l'r. ICt' 2 2� E)SPNRLr CONCRETE Pan CLASS ` S CQMPAC TEO DCPTN, ASPYRLT CO✓T2wr $449. TO 6 %.: C WSOOr. spec.) 6� CRUSNEO SUPERC,W4 TOP COURSE, CDMPRCTEO DCPTN ( WSOOT SPEC DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE ND SCALE Top of cafth berm (3'5 at top) Conrad with 9ra5Z Sod T El d r o esommoso Nt 5tops,min./ 343 Slops,max. From top of berm to bottom of Swo)s DETAIL 00 0 208" POND : SECTION DETAIL SOT TO SCALE' -a t dLL u o 0 d LL VPf1 Drywell 1 Grote (Dr y well1 5' Line Pond wi r // " Grass Sod -v�/P' - zoo - Pond Floor 30 JO Slope Sod to Top of Drywell or Maet■c any teased ]OMts MIDILOME 8TH ADD. DRAINAGE DETAILS zs Kit/ a illw VARIES I% To 4 S Bock and Sides of 'zoo' Pond to be. Wisher than pavement Side SIDE: .S R/w $ nr • F3w`� TTPE 'A PDRTLAN/ CEMENT COWLkers CURB, SPOaA.✓C li CO✓Nrr STAAPARO. .., r3 ?t LiCvY_i 4 t" d.' JUL 0 71993 "cr RA. o Cxtro..0 A. 2 A Rim C 10' S r4u E 4 £.QMLL A( L Tan/ P OI 300 IY✓ALE AVER Ti SOA0E0 Rv LACK Noodle B ✓ /LD LOGR. ...:c 7 17. 3: 51ops,ma.a. 3' � _ 7 T.F�'T T tl 2 T. 7)) C A la()Ftkk1r l $Lops,nm. lz Jl DETAIL TYPICAL DRYWELL LOCATION NO SCALE _ 11 r,...ws ,14 '' impson Engineers, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARCONNC ROAD SPO4 AN(, WA 99212 Pn 926 -4372 MISNINS • Top Curb W Top of Driveway Genet Contrate Driveway DETAIL "F" • 'DETAIL: TRANSITION'IN CURB AT DRIVEWAYS AND ,CURB OPENING LOCATIONS r. =• ib ' 10 Driveway t Curb Open■wy _ y Traebitien Naples. : }, • .. } / Gut a It t L L ewsy G a _�, Curb Opee;eys, B , ... . DElM11_ " H „ TYPICAL SECTION:. DRAINAGE SWALE,, •' WIDE 8 l 10 13 4 y ° ti Ft/FT __ j /• Transition o. Caner a4e Swale boo barb ttm STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left LOT 5, BLOCK 1 STA. 9.00, 80WD1SH RD.', Right to STA. 0 +79, 38TH AVE., Left LOT I, BLOCK 1 STA. 0444 TO STA. 3 +43, BATES DR., Left LOTS 6,7,8,and 9, BLOCK STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. LOT 1, BLOCK 3 — _.. _ .` t. ELECTRICAL' TRANSFORMER_ IN DRAINAGE SWALE DETAIL E .,: DRAINAGE SWALE AND DRIVEWAY Electrical freer ; Trans mar Cone "Curb F �Or ye_ 5.,a1a 14 'ye wl . d: >f10TE : Eleet■co.l Power Transformers shell be 4a mini.nunt of 10 fee MIDILOME 8TH ADD. DRAINAGE DETAILS • 15' tr eate r , corb cat, dermal Stele slope - mans to 1 i n_ /5 1 1 51epe_,.naa. {row. tot ei driveway to bottoo of wale (Pavetearet ' Concrete Apron for length o5 curb cut (end 3 wide a4`41,:ee) C,.r� L b t i \ I v.r 6 . \ v C . A.pti1t -1, \y ... . � Slepe breaks- '. DETAIL: ,CURB 'INLET;TYPE 2 ' 0 DETAIL „G„ 1' i 2XPIBES nm DETAIL "J" Y o a Slope_ 12:1 (m:n.) ; Y Down 'prom Gutter Easamcnt • • . Q Swale / r 1 r / : R(w Line- • tleetrice.1 Power I - ja to3 Transierater mo t-- Strcai (Asptult Pwvco,rnt)-. banana 1946 Vimpson Engineers, Inc. cut. ENGINEERS & LAND SURVEYORS N.909 ARCONNE ROAD SP(sUNF, WA 99212 PH 926 -1327 'c. S 0 4 0 ZS' DETA I L o p ' TYPE e ' orn i6LE,-!iA1z0. L_C 7 r.�c:Fal:£¢Lwlc.< . rat SrA.O 1.40 -Z5 :L6 T: J N 0 2 W W. 07 4 W IW = m . Q z 0 0 C.onct c, .3' Curb OFer sta.. 0t44.19, 8 deep, 18 Lt Invert • Elev•- 2016 DETAIL ,r *?_G Z J 4 1- 1 W m d z 0 J 0 N LoT - 1 8LOCK-.I ..N_I.I.D:I:LO. -_E_: BTH_ADD CO PRELI SUBJECT T �C o,n5Cormer D et0..∎ 43" 30' E3 OlLo1 N.Ci 1 13 DIZ4161ACE a EME 4 oETAI L` CUP-13 LINE 11 5, o S ET I3AC It L\N 9 5.00 C-on s r \A et C� Dr■vewaj 'Invert Elev. 2019 3 — ° .EH DErAl4_ E'f F 38 AV ENUE e' - r SCALE. I = 2.6 MAX 25, 1993 a7 d S impson Engineers, Inc. C EnGriCERS k LAND SORtTORS N.909 ARCORRC ROAD SPMAnf. WA 99211 Pn 97n -1)77 • i �Z`�'`j("1' hl'' 1 DS c i S 4 Nt - CA d 2 r ` '` 4 16 1147 ' " -1R ES „I■ 3 33. BUILOINCi SETWACK LINE QQ 4 e \ • 4, r10 —r DRAT WAGS EASEMENT PET AI I.- "A es ICDI ° 1i u • picOPEGITY LINE ou213 LINE Construct TrgnSRCOrMeV" ‘ priveway t.etod \ "I AV • Inv -rte �lev. 2ol$ D38T 4 AVI=NU E. /\ f \ .__SCALE I =20 'I AY 26", 993 - ro.ns nw 5 '' impson Engineers, Inc. MIL ENGIr,CCHS it LAND SURVEYORS N.D07 .J cQNNC ROAD SE . 9 w RGO PH 926_I377 -- — — M.I-D taIY.1. _ 8TH.. AD. D ..�L_O.T 1_---- -_ _ ___ _ C 85 V C) co — — 4 -' t o w & r �0 , n , - a ; __ - . 30' BUILDING. 6ETehCK - r- - - - -- —� � - OR 1A A1dG -E 1 . EASEMENT DETHI L ° A 85 o .= 0 PROPERTY LIVE ' 'p u, 'Transformer, DetoUr t s - CUB LI CIE Construct Drivewa Xnvert Elev. 2011 4 38 AVENUE DETAIL.' - • 0 _._.SCaL- >= ._1_. = ?Q_._ MAY 15, 1993 MID.1COME 8TN ADD. LOT BLOCK— I _ .. SS rn.... sw Vimpson Engineers, Inc. GIRL ENGINEERS or LAND SURVEYORS N.909 ARGONNE ROAD sRI1rANf,wA99217 PH 926-1377 :_ MAY 1S, 1993 4- 30' 3UILnuNG- SETQACk LINE Of2A% 1-1AGE CASE MEN DerA1t_ "A" 85' PI?a PE 0.7Y LINE CuR19 •'• LINC 3 • VI IDILOME' 8TH ADD. LOT -4. BLOCK— I A . 0 X10 —. - r Trarvsf orrner Detail " I =r S Constr\Act Dr ive.way Invert Zo16 A \ /ENUE DE r L "EL F " 5 Vimpson Enyiilers, Inc. CIVIL ENCiiLLAS x LM61 SURvEr0R5 N.90• ARCOUISC ROAD 51 NA 99212 Pn 926 - 1377 5C MA ]:RES LE. I ± z5,1993 0 M' - o 4 RY VISION 30' sulLDII-IG 5,a LINE — Constrv,c.t 9r\veway S El ev, ZOI6 — DerAk 12 ' NT F" DRAINAGE Kl t.n,S E MENT DETAI .4" N _ l I - 18TH ADD:.LOT -5 BLOCK 1 4Hw'1de Swale. Bottom DETAIL "H" 5ta.,4 +3o,,.to. StoS Grade -Follows top of curb 38 AVENU Electr'l Feed Thrv, De-to:‘l"Z k3' i 7 �13 R =20,00 - r = L. =30,1 J 18' U' 0 A c P1 TIT ts DETAI I_ D0U131 - c5AI212EL_vR WELL ricLi F r._ . c. Ceo V._ 7- re_ 3 5+'.., +05 =5' Ler4- ( 4 I — Cy / oFEWI s +ls Vimpson Engineers, Inc. civil. ENGINEERS & LAND SURVEYORS N.909 ARCONUC ROAO SPflAnf, WA 99212 PH 976 -1377 0 O 0 Q 3 -.M1D iILO_Crl W 2 1 E 15 6 1 WI a JI 4 W P 8TN__jADD. PP° PERTY 38 TH LINE 80 13 DRAINAGE EASEM ENT DETAIL` Construct — ;DroieWG invert E \ev..2ol9 OETF.AL " 4 F" 30 DOR Di N4. tE=UACK 9 9. 4-I 9 SCALE) = 20' MAY a5,1993 LOT.=_f. BLOC 1 AVENUE Gu RI " "! LINE 0 6. A N p', a ,•-. ti irnpson Engineers, Inc. CIVIL ENGNEERS k LAND Sul( V£10115 N.909 r.RCGu1r ROAD SPr4A,Ir, nA 99717 Pn 926_1377 38 AVCklUE _ - CC a11S Dr niel°_, D`ta\ \" \ } c R C: L_14.-11. . N PLOPERTY LINE ., . It N `� 4 ro PR.INACE .4scr1ENT' oars>t L "A " 1 G' . —' — — _ — Construc - r _./ Drlvawk Invert EA OETAI l.'` E : F' 30 bui L_Vl F1,-1 :>L-'7BACK . 3 ; . � .. . a. a - ' 0 ' d — - - - — N I N 4l Z F".is Y , 3 tr. •'t„�; .{ r!'jp 2 • 9961 t Q 1 ,, • 1_M 1 D . 1 1 = .01 1 " 1 E . R eC1Sf£Rd r • _ 7 PIFlES 7 +� • y __SCALE .1 . —GOB.. M AY 25,19 9 3 ....�« sw (Simpson Engineers, inc. CIVIL Et+UNLEHS & LANG SUR vtiOkS SP�,.1.9 w. ARGONNE ROAD 99212 PR s.fi -1377 . 18 _ T _ N _ A D D 1 T _ L D T _ Z_6LQC_K-2__ _ _ 38 TN !N\/ENU `rcvAs- owner D eta; l'S' #'S" 1 0 o O r — — _ Df24114AGE ' EASEMI -Il' DatAl L"A" 16' . W > ; e cc -- n' — — 2 -� C on51"ruc'l" e Dr'IveWRB vrt eA ay. 2.017 Stve DETAIL'E 6 F 2..0. EU i LVI t-IG SCT HACK N LO 3 . ( 4 M LD.1 " LO ME. _.___.SCALE 1'' � , to 9967 A. F. . , ke isrE = 20_ 1 Z5 r 1993 • .. 8TH ADD.. LOT 3 BLOCK 2 — ,.., is .. Simpson Engineers, Inc. Ci VIL ENGINEERS A LAND SURVEYORS H.909 �.RCGiN F. ROAD sI: Mir, wA 99212 PR y:m -urr 3 SCALE I 20 MAY 25, 1993 s PROPERTY 38 µ Cu R LIN E as' DRAI NACU EASEM Ot TA1L °A' Construct C Driveway Snvert Elev. 2Ot1os DETAIN "E + F" 30 GUILPRAC- SETBACK 5 ' _.M_LD1COME__8T_H .ADD.. LOT -. 4 CLOCK= 2 AVENUE ' 0 T r ansformer De ±ail '11 3 a. ,ob S impson Engineers, Inc. CIVIL ENCJNEERS 8 LAND SURVEYORS N.909 ARCO ROAD SPN.AN1. WA 99117 Pn 921i -117? ■ _ T an5"Forme.r etall "Ii3 / CURB LINE ® r K- 10 -t ° 70 .16 3 - � 4 • C1 . 0' 3 8 T - 1 PROPERTY LINE } 91.7_9 m l FJRAINACE j EA SEIv1ENT - 1 pE rAll —<IA" A.N/E N U f` COh5* C Drkv 2wav� Invert ele.v..201G DETAIL "ET / /Y / �v v / /i t 5 Iv la 1, /a / P h a� / rJ' 4 4/ a 4 o 0 5 BLOCK= 2. ID 1i 50a DE0 : r RTH_6ERM k9 PET T 1�' C" R° 20.x+0 T t7.52_ ..L = 31. RE$ 711 o,..4.4 li40 SCALE I II = .201. WIAY 7_'S, 1993 S impson Engineers, Inc. CIVIL ENCIHCEI<S & LAND SURVEYORS 11.909 ARCONNE ROAD SPO(AIIE, WA 9920 Pb 9Th -1377 ��Truhsformer ➢eta\ \ "I #S 1 O! d i -O 3 3 y" o ; ^ o ,1 � d -1- ' l a 1 :j o 3 3 r ' Ln - i f s ■ o n ) t '6 Fr s d 6 \ AY 0 6 - 6 OJ I5. O Ls. Q k IN MIDILOME PTH ADD :LOT -G BLOCK-2_ d SCALE I = 20' M AY 25,199 71171 oonpou Limit impsan Engineers, Inc. CML LNDINLLRS & LAND SURVEYORS N.909 ARCONNE ROAD $PfW.ANC, NA 99212 P11 926 -1372 -S CAL E I "F.20 MAY Z5, 199 Constrtict Double Bo,rrek DP T B Metal Fr ame # cyrata Type 3 Stc1—a1 25 el 'ft To? of Grate 2_o“ DETAIISD • I"IIDItOME \E / et- ,i.✓2.� v_ e— o • V1 P �� c µ Lk • 8TH ADD. LOT -"7 BLOCK -2. • -c -' E i Q11 � ;� =C'r Py J � \'L Y � a . � ic \v r / rP V • A. 1 � I L:: P FR E Z, , ! 7; , . 0. 6 ` .41 CI' b rt' o 'A co J 0 <• O\% k ai e (P �" impson Engineers, inc. CIb1L LNC,lELHS & LAND SUHVE TORS N.909 ARCGaC ROAD sPc4AUr. HA 99211 Pn 91I. -1.127 __SCALE. 11 e ZO MAY Ls 1 1993 Construct" c. Dr wewoo. Ir■ert EeV. Z0 1Z DETAIL H:F 60,7 S r C. 4. ET I'S hLK 30' (jU1LV1N C 0Y\ rvs: e - 1�w'd' ■ Drawl to? oc cur'v Grave - c o D6T \'` g1N AC_G ,m 0 D ry E AST "rdt_ o Travis ormer Detail • BATE oral\./ c oRB LINE MIDILO.ME sTN ADD. LOT -8 BLOCK - 2 .. I ru0u M1« S impson Engineers, Inc. CIL1L Ch(LtJECRS k LAND SURvDORS N.909 ARCONUC ROAD SPExAIJr. WA 9S?12 Poi 926-1322 1 DV&AI OCT/\1 30 B V E rA1L I- r F" ConstrUCt — G Drlveway =avert Elev, \2 - 17 .9 2 Z5 w d 25 L-, R= 20,o0_ = , 9 � 15 L = 31.32 � �y�' �.s12. r cuke. Construe -* Dralnaye Swate wide Garo.de iollows - to? o Curb DOTArL "H" C5ATE5 DRIVE. MIDILON aT'- 1_ADD._LOT_ -9. BLOCK � 2 LI N/ w !_Trarsiormer Detail - I : 3" ,5w S impson Engineers, Inc. CIVIL EnUNEEHS & LAND SURVEYORS u.909 ARCCGx+E ROAD 5('0eulr. w4 9S211 Pn 924i -i In 0 0 LL Z In 3 0 co SCALE 20 25 TYPO - B DETAIL " . DOUbLF 41+RRkLDR:M/EL TT Pe. 3 GRATE _____ __ _ Top ar G.v- } c 2_012_ sk- u...3+515 33'_r i5111-_- _. ..) Cov\St1 uct Curb Opening 4 wade , 8'. deep : 5 to,. 3t 89.94, 25' Kt. Invert a \eV• 20 \2'8 DETAIL ° p • r (�" 25�> 111 = 20 = ' O.00 T.= 20.10 L =31,E2 TU Z J 5- 1L U 0 0 d' n` 7 W W 4 W 2 3 ul � 25 BATES DRIV= Transk 'n De T 4 3" 2 J PROPERTY LINE 77.4(0 13 Moe DRAINAGE EAS E ML N DETAIL ""A's Coo/1st -� n1 4 Drw ew ay ' . 4.hVert elev. zo DETAIL" E4 i' 30 BUILol ■14 CET' 1AC4C. b5 • s r`l Q�~v O P WAS », P su ✓ r O kfCISfERo MAY 2 - 5 19 95 ' SS iONALtt' _MIDILOIMIE 8TH ADD. LOT I BLOC K- .3 1.., p CUR 1; 1-II4E 10 O O w 10 ti impson EnyineeTS, Inc. COAL ENGINEERS k LAND SURVETORS N.909 ARCOrwC ROAD SPDM1AIII, WA 99212 PR 920 - 132? c PROPERTY' LIKE m 10(0.0,3 BATES Tr Occa 5 YY1 ( r —CURB LO - ADD. LOT:LBLOCIC I I to' imp= Engineers, Inc. CIVIL Crieu+ELH5 & LAND SuRvEtORS r4.909 kRC0.4141 ROAO SPhoair. *A 99212 P11 926-1327 113. ' impson Engineers, Inc. CIVIL ENG:EERS k LAND SUlVtYOHS :.909 ARCG+NE ROAD SPO Aol, 5i■ 95212 Po 526 -1777 i cP _SC& LE 1 =20 . MAY 2_5, 1993 \)V ~ / 01 i _MI .D 1E =_8 LOT.- h- B, OCK:3 „w S impson Engineers, Inc. CINL ENCINLLHS & LAND SuH ZWNS N.909 MCCUNC ROAD `dnKnlr. tin 95111 Pn 926 -1322 \ T \T p cP4n..�c zo10 \S.In.. 1 +30:x5' R in hT / J PonID LcTTOft1 - \ - - GLEV. 2c>107 \ `OI.ID El&s,EMaly \ r S \ MAY 2. C 1993 M.ID CO.ME_ETHADD: LOT - BLOC =.3 R 00 /'J =I a. II L =29.4 . a 0 \G d o, 1 A 5 iinpson Engineers, Inc. Cihl GIGULLHS & LAND SUHYETOHS t-.909 r.ncc i r (0x0 SPr A . wn 9%212 Pn 92u -1327 6ATEs cooKT • -- 'MIDILOME - 8TH ADD. LOT G "BLOCK 3 - Tr ans- (orme.r De Constr'UCt Drlvevlay Znv2ct Elev. 2011 DETAIL_" E f F" - 7 4 1 / / / / / .;/2_5/93 impson Engineers, Inc. Ci1L CIIGuf.C115 & LAND Suuvt TORS H.009 ,RCOniC ROAD °PO.;nul, nA 99217 -%, 9:1, -1177 - Crahs Deta■ls "S. 3' _. SCALE _. - _5/25/93 ___— Construct cr.. Driveway 6 Invert $lev. Zo I l D` DETAUL � \ . N IIDILU.ME _ 8TH.ADD, LOT 7 f3LOCl< 3 ,3ArES COO at' !waned ISO 8 Vimpson Engineers, Inc. CINL CHOOI:ELRS It LAND SURVEYORS N.909 ARGONNE ROAD SP•AHf. WA 99212 PH 976 -1377 Construc+ p rh,/ ewooj ev. .zot1 IDETAII:r 1 F Tr an sf or mer Det \ s 3 BATES Coucz _SC.AL.E..1 MIDI L01;e1E TITAD DI — LOT S 'BUICK 3 ot."4.4 944 S impson Engineers, Inc. CIVIL EnOnCERS k LAND SURvE TORS H.90 9 ARCONI4C ROAD nPrw.mir, A 99212 P11 9 PI -1377 I0 Tr dhsiormer etaL \ S T 3 " .1: MI ADD. LOT. 9 BLOCK 3 Con5truat C� Pt IVew ay I vert e\ev• 20114 Del-AIL" ?F 8 12 Dundee ISM SCALE 1 = 30 5/25/93 Vimpson Engineers, Inc. CIML ENGINCCRS & LAND SURVEYORS N.909 ARGONNC ROAD LP(MANI. WA 95711 PH 915-311 DETAIL " DD NS TZ 8 D /a.oRYu&t T'(pc.3G-ro- + c__ _ op oC &,ukc.zoIQ2 • }o- I +If3 E I + 43 II PIRES 7/17i _SCALE. l'. MAY 25 0 c onS*r u ct DrlvewcAv, 'invert £lev• '_014 see DL1t L. "C "4: F" tQ \ A.IS ? 's'N , / - OW?IN%-.GL Pc1.10 EA&EMEI.IT _POWD (L^TitM 2010_.. 7 . c S i' .1' VI � R P i K C K x 3 I F lei C R . G „ D/ N 6 R= 2G. 0 0 T — 10.2-4 - L = I E,93 O a "'f � tClj ( o h �' S ti I.w fa-wisp impson Engineers, inc. CIVIL ENGNEEkS 1 LAND SuRVE10N5 N.909 411CGU+C ROAD SPMANi. we 9920 Pn 921-1!77 _ fix. _ I"1.11DIL0_( LE_P_T_H_4QD.-_LOT _BLOC K73._- _ ECPIRES 71171 . 10 SCALE I 20 MAC'25 C. E 8T1 =1Alt licO_T=_.I_I.BLO _.___ v ION S impson Enyineers, Inc. CP& CNQNELPS Jr LAND SURKTOES N.909 I.RCONNC ROAO SPCMNJ. wA 95212 Pn 916-1311 Tro-n5former i Detal \s 1-43' ConStruCt pr■evvo.y 'Invert ale. 2 015 °2 SEE DETA■L_ E F" M1' est N 4 0 12 MI - LOT T2 BLOCK - 3 &Ares P IUVE cuR3 LINE �� Duni nIAGL' eASEMeNT See oernit_" p," 5 cr • 13 _ 5cA%L_E C= 30' ... .5/25/9 _ r...,« ...r. • impsan Engineers, Inc. CPAL [IILW[CHS & Lu+O SUI +VL10•S 11.509 ARCGwC ROAD SPCeA11(, *A 9921? Ph 926 - 1322 16'- • Co■s Driveway Invert Elev. 2otC C I2 V.1IDILOVIE eTH ADD LOT 13 BLOCK 3 (GATES DRIVg -ukts LINE 14- -SCALE I " = 20 5/7_5/ ci &impson Engii(eers, Inc. ORAL EuQtECRS k LAND SultvETORS 11.509 ARCC+n:C ROAD P&.nuf. AA 9521'. Pn 97A-I377 w O AT E s DRIVE P-110 1 LOME 8TH ADD. LOT 14 BLOCK 3 SEX: DETFJL " E 9 " F EXPIRES 707o Construct Driveway Invext S..\ of. zotS TransCor De r3 SCALE. I" = 2O� 5/ 25/ 9 3 !w b» innpson Engiineers, Inc.. COAL EuGUEEHS K LAND SURVEYORS 14.009 ARCOnfiC ROAD dYnAnt, aA 71717 Pn 921. -1.177 PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. REVIEW #: 3 PREVIOUS COMMENTS: PLANS: REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES General: 2. Developer's signature will be need for final approvals PLANS: Sheet 1: 4. Provide an analysis of the horizontal clear sight distance at Bates Dr. and 38th intersections with Bowdish. Sight distance easements may be needed on Tots bordering Bowdish (indicate sight distance easements for the portions of the lots bounded by the sight distance line and the R /W; note also on the plat map. Incorporate the attached wording for sight distance easements into the plat dedication) CALCULATIONS: Basin Map: 3. What purpose do the 16' curb cuts along Bowdish serve? These should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next V2 ft) would be prudent, but 16' is way out of line) 208 LOT PLANS: 1. Block 1: a. Lot 1 [ RECEWED JUL 2 3 1993 MOAK P LM?TY ENGINEER REVIEWER: Ed Parry DATE: 19 Jul 93 PAGE # 1 of (6) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut -4.5'. Minor oversizing (to the next '/x ft) would be prudent, but 16' is way out of line) Page 2 of 2 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 19 Jul 93 b. Lot 5: (4) Indicate station /offset /invert for the 4' curb opening on 38th (indicate N I location is at MCR) 2. Block 2: a. Lot 5: (4) What purpose does the 16' curb cut along Bates serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next '/2 ft) would be prudent, but 16' is way out of line) e. Lot 9: (2) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next 'h ft) would be prudent, but 16' is way out of line) NEW COMMENTS: Sheet 1: 1. Coordinate driveway location dimension (25') at Lot 6, Block 2 with 10' location dimension shown on Sheet 2, Sheet 3, and the 208 Lot Plan Sheet 2: 1. Coordinate driveway location dimension (10') at Lot 6, Block 2 with 25' location dimension shown on Sheet 1 Sheet 3: 1. Coordinate driveway location dimension (10') at Lot 6, Block 2 with 25' location dimension shown on Sheet 1 Lot Plans: 1. Block 2, Lot 6: Coordinate driveway location dimension (10') with 25' location dimension shown on Sheet 1 2. Each individual Lot Plan will need a copy of the section details attached OFFICE OF THE COUNTY ENGINEER • Ronald C. Hermann, P.E., County Engineer Kevin McMulkin, P.E. Simpson Engineers, Inc. SUBJECT: P1168H - Midilome 8th Addition 3rd Review Gentlemen: A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. In addition, please provide the original mylars for this project; if you would like a reproducible plan set with the County's approval stamp, please provide a sepia of the plans. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer encls: Plans (1 set) Calculations (1 copy) 208 lot plans (I set) Comments (2 pages) cc:,,project file reviewer (comments only) W. 1026 Broadway Ave. July 19, 1993 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director &P 1 Edward Jr., P.E. Plans Review Engineer Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. REVIEW #: 3 PAGE # 1 of PREVIOUS COMMENTS: PLANS: General: t eveloper's signature will be need for final approvals PLANS: Sheet 1: s 4©Provide an analysis of the horizontal clear sight distance at Bates Dr. and 38th intersections with Bowdish. Sight distance easements may be needed on Tots bordering Bowdish (indicate sight distance easements for the portions of the lots bounded by the sight distance line and the R /W; note also on the plat map. Incorporate the attached wording for sight distance easements into the plat dedication) CALCULATIONS: Basin Map: t3PWhat purpose do the 16' curb cuts along Bowdish serve? These should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next % ft) would be prudent, but 16' is way out of line) 208 LOT PLANS: 1. Block 1: 6 a Lot 1 REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES REVIEWER: Ed Parry DATE: 19 Jul 93 (6) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next ' ft) would be prudent, but 16' is way out of line) Page 2 of 2 REVIEW COMMENTS PROJECT #: P116811 REVIEW #: 2 DATE: 19 Jul 93 blot 5: (4) Indicate station /offset/invert for the 4' curb opening on 38th (indicate location is at MCR) 2. Block 2: a L.ot 5: (4) What purpose does the 16' curb cut along Bates serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next 1/2 ft) would be prudent, but 16' is way out of line) e. Lot 9: dor- (2) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next ' ft) would be prudent, but 16' is way out of line) NEW COMMENTS: Sheet 1: 4,cC oordinate driveway location dimension (25') at Lot 6, Block 2 with 10' location dimension shown on Sheet 2, Sheet 3, and the 208 Lot Plan Sheet 2: 1 driveway location dimension (10') at Lot 6, Block 2 with 25' location dimension shown on Sheet 1 Sheet 3: j,, Coordinate driveway location dimension (10') at Lot 6, Block 2 with 25' location dimension Thown on Sheet 1 Lot Plans: j1BIock 2, Lot. 6: Coordinate driveway location dimension (10') with 25' location dimension shown on Sheet 1 Each individual Lot Plan will need a copy of the section details attached SIGHT DISTANCE EASEMENT Sight distance easements in Lot(s) , and , Block , as platted and shown hereon, are hereby granted to Spokane County and its authorized agents for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Office of the Spokane County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to the property owner. OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Kevin McMulkin, P.E. Simpson Engineers, Inc. SUBJECT: P1168H - Midilome 8th Addition Approval Gentlemen: I am enclosing sepias of the road and drainage plans for this project with the County's approval stamp; the •originals are on file at the Public Works Department. A copy of the drainage calculations (stamped "Approved ") and the 208 lot plans (unstamped, but approved) are also enclosed. Please provide a mylar original (and a sepia reproducible if you desire a signed copy) of the Final Plat Map for the County's approval signatures. If you have any questions, please contact me at 456 -3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer encls: Plans (3 sheets) Calculations (1 copy) 208 Lot Plans (1 set) cc:.¢roject file reviewer (comments only) W. 1026 Broadway Ave. July 26, 1993 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Edwar ar , Jr., P.E. Plans Review Engineer Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 PROJECT: Q'tiAnOyu SUBMITTAL CHECKLIST PROJECT SPONSOR: TEL # PROJECT ENGINEER (Road & Drainage Plans) ZT/Al UuJa+/ 61100kI C it) TEL # c26- PROJECT SURVEYOR (Plat) YES NO N/A GENERAL ITEMS PROJECT # 7I REVIEW # REVIEWER: DATE: TEL # 1. The $100.00 fee for plat review has been paid to Spokane County for this submittal 2. An agreement to pay fees has been submitted to Development Engineering Services 3 The fee agreement has been signed by the project owner or a principal of the developer's firm. If signed by an agent of the owner, written authorization from the owner is attached to the fee agreement 4. Review fee account is current (no invoices over 30 days outstanding) 5 I have noted the plans in, plans out dates on the pink sheet in the file 6. The plans are on 24" x 36" sheets 7. The calculations are bound together 8. The plans and calculations are stamped and signed by a Professional Engineer GENERAL ITEMS (cont'd) cklistv2.1 /Jun93 9. The developer has signed and approved the road and drainage plans 10. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat 11. Bowstring calculations by developer are in the file for this review. 12. Vertical curve stopping sight distance calculations by developer are in file for this review 13. Horizontal & vertical alignment sight distance calculations by developer are in file for this review 14a. The file contains a Spokane County Section Map 14b. The file contains a Spokane County Assessors's Map 14c. The file contains an aerial photo of the proposed project area 14d. The file contains a corrected preliminary of the final plat map 15. The project is located in urban boundary area 16. The project is located in the Aquifer Sensitive Area 17. Are there any parts of the project located in an identified Flood Plain Area? / 18. List any design deviation requests and their status: 2 GENERAL ITEMS (cont'd) 4T- pvivilifika pM cklistv2.1 /Jun93 19. Locate the Findings and Order for the project and list any unusual conditions: 20. Backcheck of previous comments completed 21. All previous comments adequately addressed 3 cklistv2.1 /Jun93 FIELD REVIEW /.01- 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.) If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? 8. If there are culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 4 ckliatv2.1 /Jun93 ROAD PLANS N, 1. List any roads that must be designed and constructed on the project. ROAD REQ'D WIDTH DESIGN MIN. /MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolation test request to the Construction Section with soils information and a layout of the project. "R" value test request to Designer (date). 5 ROAD PLANS (cont'd) ckli"tv2.1 /Jun93 6. Is the bench mark shown on the plans? 7. Are stationing equations shown? 8. Is stationing correct (south to north, west to east, reading left to right on the plan)? 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted)? 10. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? 11. Does the note "Any conflicting utilities shall be relocated prior to construction of roads or drainage facilities." appear on the plans? 12. STREET WIDENING 12a. Are curb design sheets provided for widening of existing streets? 12b. Does the curb design conform to Spokane County Standards of section cross slope (Between 2% and 4.5%)? 12c. Is there a street cross section shown for widening existing streets? 12d. Does the proposed new width match the width required in the Findings and Order? 12e. The cross - section shows: existing R/W proposed R/W future setaside 12f. 100' (min.) pavement taper into project is shown a. There is adequate R/W for from the new paving width to b. There is inadequate R/W extend from the new paving payment; taper extends from R /W. 6 the taper to extend existing payment. for the taper to width to existing existing paving to 12g. Length of pavement taper out of project meets: WS = 60 for design speeds s 40 mph WS for design speeds > 45 mph 12h. Transition from end of curb to existing paving is shown (curb should nose down in 12 ") ROAD PLANS (cont'd) cklistv2.1 /Jun93 12i. A 4" -wide, white painted fogline at 12" from the edge of paving is indicated (tapers or tangents) 12j. Are the curb grades above the county minimum of 0.80? 12k. If curb grades are below 0.8 %r, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 13. NEW STREETS 13a. Does the proposed alignment meet Spokane County Standards? vertical slopes vertical curve length horizontal curve radius 13b. The plans show the typical cross section for streets 13c. Does the proposed street width match the Findings and Order? 13d. The cross - section shows: existing R/W proposed R/W future setaside 13e. Does the typical section on the plans meet Spokane County Road Standards? cross slope is shown cross slope is within standards cross slope is correct when checked on profile 13f. Curb type: shown proper type for the road classification meets Spokane County Road Standards for curbs within the public right -of -way consistent with the curb type in the general area 13g. Are the curb grades above the county minimum of 0 8%? 13h. If curb grades are below 0.8%, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 7 ROAD PLANS (cont'd) cklistv2.1 /Jun93 14. Has an "R" value test been performed for each soil group? 14a. The pavement section is adequate for the R -value and Traffic Index for the road type 15. Locations where water is intended to flow through an inlet or curb cut are at the low point in vertical curve 16. SIGNAGE PLAN 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) 16b. Street name signs are shown at all intersecting streets 16c. Is there a need for barriers at the end of dead end streets? 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) 17. Has the Fire District approved all proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CURB RETURNS 18a. Are BCR, MCR, and ECR stations /elevations on curb returns shown on the plan? in the profile? 18b. Are the curb return elevations correct? 18c. Is there positive drainage from the road intersection to the MCR? 18d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled /wedge curbs, to face for vertical curb face types) 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerline to the curbline 19. CUL -DE -SACS 19a. The cul -de -sac grades (top of curb) meet county cul -de -sac standards (10 min.) 19b. The cul -de -sac curb is shown in profile 8 ROAD PLANS (cont'd) cklintv2.1 /Jun93 20. INTERSECTIONS 20a. Do the intersections meet the 2% grade requirements? 20b. Wheelchair ramps are provided at intersections with sidewalks 20c. If there is a change of direction at the wheelchair ramps, are the ramps oriented so that: a 5'x5' pad is provided at the top of the ramp? the required 5'x5' landing zone at the bottom of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? any drainage structures are located outside of the landing zone? 20d. The intersection horizontal sight distance analysis shows that sight triangle encroachment on private property is 2' or less 21. Is there a need for slope easements? 22. Is there a need for erosion protection? 23. DRIVEWAYS 23a. Can a driveway slope of 80 or less be maintained between the edge of pavement and the right -of- way? 23b. Can a driveway slope of 12% or less be maintained between the right -of -way and the building setback line? 9 ckliatv2.1 /Jun93 DRAINAGE PLANS i oracres 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 2 Was a contour map submitted to properly determine drainage basins? 4. Were all existing drainage courses shown? 5. Were all the proposed drainage courses shown? 6. Were Hydrologic calculations submitted for each basin? (Bowstring if area s 10 acres, SCS TR -55 if area > 10 acres) Offsite (50 -yr storm if undeveloped, 10 -yr storm if developed) Onsite (10 -yr storm) Q for entire area Q for roads only INFILTRATION POND Actual pond volume provided DETENTION POND Release to pipe system: contain 50 -yr developed, release at 50 -yr pre - developed, overflow to pipe for 100 -yr developed, emergency overflow weir for 100 -yr developed Retained on site, no drywell: contain 100 -yr developed; emergency overflow for 100 -yr developed 208 SWALES 208 swale floor area, volume requirements 208 swale floor area provided 208 swale volume provided CONVEYANCE Conveyance - pipes, ditches; gutter flow depth is less than gutter height 16) Backwater - pipes, ditches Headwater - culverts Curb drop /curb inlets on grade (fig 16), sump (fig 17) Grates - sump (fig 15), continuous grade (fig 10 DRAINAGE PLANS (cont'd) cklistv2.1 /Sun93 Grates - sump (fig 15), continuous grade (fig 16) Riprap - stone gradation, pad dimensions 7. Are percolation tests required for soils in this area? 8. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 9. Does the drainage design propose to divert water from a natural watercourse? 10. Does the drainage design concentrate water flow where sheet flow previously existed. 11. Does any part of the plat lie within a designated 100 -year Flood Plain Area? 12. Does any part of the plat lie within Zone "B" of the designate Flood Plain Area? 13. Is the max. street ponding in any part of a Zone "B" less than 1'? 14 Does the plat contain appropriate language limiting the lowermost opening in a structure located in a Zone "B" to not less than 1' above the lowest road elevation? 15 The drainage concept is compatible with planning commission requirements. 16. The difference between present and future flows is retained on the site. INLETS 1. The inlets shown are within the stream flow. 2 Inlets are shown on the low side of a road or at the low point of 'a vertical curve 3 Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the grate against the curb face (all grate types). Perimeter is divided by 2 for calculations where no curb opening (Type 1) is provided. Area = clear area - 2 for Type 1 grates) 11 DRAINAGE PLANS (cont'd) cklistv2. 1 /Jun93 4. There are no long curves with flat grades which pose a problem. 5. The centerline road stations, offsets, and invert elevations for all inlets are shown on the plans and profile. 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specified) (Type 1: D -2; Type 2: D -4) 7. A detail drawing of the grate /curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW, or referenced to SCRS std. detail D -8 8. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW, or referenced to SCRS std. detail B -15 9. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. 10. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet. 11. Catch basin or special manhole details are shown or a standard drawing is specified. 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS 1. Is the swale is not located inside a future set aside area? See Findings and Order for where setasides are required. 2 The swale bottom and sides have sod or grass turf specified. 3. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope is allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) 4. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 12 DRAINAGE PLANS (cont'd) ckliatv2.1 /Jun93 5. Drywell is located within 8 feet of the curb line, or a maintenance access route and easement are provided 6. Multiple drywells are located more than 30' (center- center) apart 7. Soil type is appropriate for drywells. 8. Drywell location does not conflict with underground utilities. 9. Drywell type is specified. 10. Drywell grate type is specified (Type 3 -std. detail D -7) 11. Drywell grate elevation is: below the invert at the curb inlet between 6" and 8" above the swale floor elevation 12. Swale floor elevation is: specified between 6" and 8" below the drywell grate elevation at least 6" below the normal gutter flowline at the curb inlet for swale without a drywell at least 8" below the normal gutter flowline at the curb inlet for swale with a drywell 13. Swale floor dimensions: are shown the area matches the required area from the 208 calculation for impervious areas. 14. Easements for the 208: are shown on the drainage plans are shown on the subdivision plat are of adequate size to contain an 8' min. width outside the max. water surface elevation for the design storm are tied to the lot corners. 15. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. 16. The invert at the curb inlet is at or above the max. water surface elevation for the design storm 13 DRAINAGE PLANS (cont'd) 17. Filter fabric is specified for the gravel envelope around the drywell installation specification is adequate. 18. 208 LOT PLANS 18a. Lot plans are required; submitted on 1' 18b. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements setback requirements swale floor elevation swale floor dimensions rim elevation if drywells are present curb cut station, offset, invert and length any drainage ditches shows depth from the top of the curb an attached cross section of the swale or ditch 18c. Lot plans have been stamped by a professional engineer on all pages 18d. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 18e. 208 lot plans were approved on Z &41f3 ckliotv2.1/Jun93 CULVERTS AND PIPE SYSTEMS 1. The road culverts are at the low points of stream flow. 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HDPE /ADS) 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) 14 DRAINAGE PLANS (cont'd) cklistv2.1 /Jun93 6. The backwater calculations show a freeboard of 0.75 feet for each catch manhole. 7. The minimum culvert and pipe slope is all pipes meet or exceed this standard. minimum basin or 0.51 and 8. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. 9. At locations where two different pipe sizes inter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 11. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that over 18" in diameter. 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for connection of inlets to catch basins or drywells, if the length does not exceed 44 LF and the velocity is at least 4 fps). 13. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 14. The maximum distances between inlets on the same slope should not exceed approximately 500 feet. 15. The plans and profiles show all culvert pipe types, stations, offsets, lengths, and inverts 16. Pipe materials meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) 17. The culverts shown are properly stationed from centerline stationing. 18. Are there are any conflicts with underground utilities? 19. Is there a need for energy dissipation on any of the culverts outlets shown on the plans? 15 DRAINAGE PLANS (cont'd) ckliotv2.1 /Jun93 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the drainage plans. 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. 22. Pipe anchors are shown for pipe grades greater than 15%. 23. There are no instances where water is trapped against a fill with no culvert shown. 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches. 25. Ditches with eroding velocities have a proper lining for erosion protection. 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. 16 ?& j y 7 . cklintv2. 1 /Jun93 EASEMENTS 1 Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. 2 There are easements proposed or existing for natural channels which cross the property. 3 An easement was provided where street drainage was diverted onto private property. 4 The perpetual maintenance of private systems has properly been provided for. 5 The maintenance of drainage systems within Spokane County ROW has been properly provided for. 6. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. MISCELLANEOUS 1. QC check of review completed (date) (init.) 5. Drainage volume worksheets done (date) (idit.) Stamped road (Sylvia /Suzanne) Sbampn S lot plans 17 YvvJ (date) (init.) 2. Bond quantities for drainage item calculated 3. Vertical curve sight distance worksheets done �r�° YYt.✓ (date) (init.) 4. Vertical cuve geometry worksheets done (date) (init.) mylars to Permit Tech. to Admin. Asst. (Sandy) TO: ED'vJARD S, ('Al 1 SR. F.E. SPoIA,4E CouNTy cN61NEER,N6 SUBJECT: MIDILOME 1TR ADDITION LOT 13 BLocK 3 DATE: 12l I / 9 3 I leiaw2 s u12 milt ec1 for vo�ir rev■tw a rtvis'_ci i lo} piRh -For Lot 13 Block 3 Mid■lowle_ i ' Addi±ioh, The builder Would like to cohstruc± a 24 f+, wide driveway 18 -f-k. frovv, 'tke_ side lot lihe ihs-te■d of o. i I I6 -ft. driveway to ft. -From i side (0+ ilvi as 1 , 44 or5inal13 skewvh. /Also, ivtcluded is a cop o-f fabula +ed ara'iv.a3e caleulcx-kin1S for Basins E/ E2, e3 E'4 and „, 1 r Thav,k Yok 1k wn M/, `?nc °fL16&i n . RE. FILLtivtu UEC 011993 Euuiny EngineerirU t impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926-1323 Signed 1, s\nit BASIN IDA\samE-NT wzos" c.. .SNHALe STORAGE /N.NP1/41LnLE. .1-0c.c. 3 1-cris g e. 5 ill *1\51 fl: ii__ 2- - l'2- ■t. \ ..::, f . ( «) z k Fl. Il Lot 15 e‘ C'' eta _9 frt. 0 ft"' 1 LOTS H- is t e. l2;i0 F - 15 _ FT: 50 99 10 cls fiL)rLI-1f Lo1S 15 a 2.. lt4 ft 60 Ft' 49' \ 91 (1,1 ET:),( CD kti13 • S ‘ 661(7 F 21( f V II- _le B FT) 1 ft •- , _6 Fit FT - - - .-- - . K k° 1--- 36 F17 MlDit_oti. 1 ADDITION NO. 1 pgAirift,G cALcut_AtioNs 1 KwP1 1 1)1 1 •\d_x_pLI_B Foix. Lo - r ts i i3L-ocK 3 . 1 13,031 F 51-4 F - < 126 ft Mo The cir_istemo._n_n__L-o- _ESL pct....3 .;1\ be kb' 'crop, 5 \ de 1h lot 1e 0.inci 2-4 wide.. - 1 0 3 Other driveways o.re cle.s■3heci - €or 16'wicle, as(cept driveway Qv\ Lot li 5104- 3‘ I VMS beevy clnoonge-d i o 3o` v e_ 0,,,,, a 10 -crow‘ s Lae- 10 5 a gt(a1ViZED: S 0 er 3 - 4 0 47S CO T7 6 544 a) I TYIE n /°: tigYwELL + 519 rirt (o.3 a-Fs our) • S AVAILABLE : 1° *TO 541- 1°3 ..- - 7 - T5 It? slot I = z_o • W 5l 593 [p 0 a 189 cDoLiHe. • Ecarrcl [�r 1 C ir-6 m. Top Gro.t 1 4.892 Lot 5 lock Z MI Co -N-4 • DRIVCWAY P 3 8T' or 0 L,n �./ FL. 14.3m Z co PV C RECEIVED M 17199 -F I CD 2 SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926 -1322 COUNIY ENGINEER Concrcje Dr1v;Ja FL 14•LI / l FLI±*- Ex.12..C.MP.J REVIEW #: 1 REVIEWER: Ed Parry PROJECT #: P1168X DATE: 13 October 93 PROJECT NAME: Midilome 8th Addition Driveway Changes PLANS: No comments at this time CALCULATIONS: * 1. Basin A: The proposed change results in a 10 ft increase in storage. Confirm that adequate storage is provided. \, 2. Basin B: No comments at this time 3. Basi The increase in impervious area due to the proposed change results in a Q10 greater than the 1.0 cfs capacity of the single type B drywell provided. Storage volume or additional outflow capacity is needed. b. V208 required for sub - basins C7, C9, and C10 exceeds the volume provided for these sub - basins; however, adequate volume appears to be provided in C8, and the excess flows from C7, C9, and CIO can be expected to wash over the driveways and equalize in C8 (no response required) \, 4. Basin D: V208 required for sub -basin D1 exceeds the volume provided for this sub - basin; however, adequate volume appears to be provided in D2, and the excess flows from D1 can be expected to wash over the driveways and equalize in D2 (no response required) 5. Basins E, F, G: No comments at this time ti REVIEW COMMENTS SPOKANE COUNTY DIVISION OF ENGINEERING & ROADS 1026 W BROADWAY, SPOKANE WA 99260 -0710 PHONE (509)456 -3600 FAX (509)324 -3478 4C St . INCLUDED SKETCH AND CALCI.QLNtlonl Fog. !Ii t'(PICAL WIDTH of DRIVEWAY INCtzEASES F(SoM 1"(PICM1.- D?.WEWMY AREA OF 1000 F't• Fof. ES frND 1S SIR-I- OKAY FoR 21 FT. RECEIVED OCT 1993 tvW SPOKANE COUNTY ENGINEER DRIVEWAY AREA . \ ? t. To 24 163 FT. WIDTH WAS OV WI DTH , tx- en o t (I) ., W d y U s. /' I / --- \9 / / i /, • / ( -3J\\-\o Setback ///////////////////////////////// / 1 - 51 P\DPFIll.ON _ 30' 01-■Vvt‘ 0, brooe _ ; 3 IJ 0_0 C2_ T DRNEwAy 0s e'en e.Ak ro ( K-W tv1) 10 ECEIVED OCT 2 2 1993 KANE COUNTY ENGINEER g /w .E BASIN `?AV MeNT STORAGE �WAt S'f oRAGE AVAILFI✓LE Ali \ i I Ai I i i 1-9 j (t9t)(z5)= 4ii9 FTi ..(134)(25) Z 3350 -. (IoO)(13) t 1 00 _ S6 199 FT. 2-t FT. STA. 9-too to totoZ (IO2.)(1.98)z 2o2 F C 0.6)0 s p. 9-too BoWDI:t F- 10 5 ?A.0t1°1 35 AVE. (62 220 F' 5236 ft? L - 34 9 z 67-' SwF. LoT 4 IO t l •\DtLOMC. gTH ADD\T\ON 1 0 1 ?AI•A6E CAI-CULATtONS NO. V11E 9/30 193 Cw rk) No 'Drwewa3 .is \5 frown s■c,e lo-{- lime.. otv\a 24' wide, 5 oRAGE. gEQUIRED'• 0 m 208 4 S1 AGE 10,015 FT? —__ 41n:. FS 4 v1 FT" < *-22 FT• RECEIVED SEP 3 0 1993 SPOKANE COUNTY ENGINEER OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE 0 PROJECT4 SUBMITTAL it I4% L I - TYPE "B" vnwELL + 155 PTY 5T0 TO COUNTY ENGINEEA \.o C.FS oul) T swe.LE Th`i LOV 4 - s VIIDiLome 8 7f4 API)v DR-AiNAGE. CALCULA1 Lots -1_43 2 • "2.08" _S:ToRAG R.5.0; _245. s 3 4.4. Lo 4 4 5 -(131)(0)_t 2so 4118 ? ‘99 f . TiflO333. e QXtCwasott si de_ . Ai \ne. - _ avNa arm . 221 N . ■ g 9/3 (KW M) WALE STOTZP.C..t. -AVAILABL - ON- - 35 AV 5 (305(1.98) z _ @ 0.15' e e 0- 913 `to • 0.1C . .................. - (Gz)(.9) f 3 36 f 10 0 a5. .510 3 2-) 1"(r "Z" piF.Y wELL t Q (1.o C..fS OU7) BASIN PAVE.MeNil "'Cos STogkG.a REQutREG SWALE SToFAGS AvAtLPE,t-E C.,.. ..... ...... ._.:(51)(1.98) A @ 0:98v. 3 � C _.. _.. (15)(18) z . 1350. f'i,. =z7 = 56 fT. • (30)(1•.98) = 59 FT 3 C-_ ... ._( 54 8)... ......1.-1 ?.f?Z.......,.... 4 f.7. - ('92)(1.36).= ..\8 f"1. 116.)05)Z4.$S.F7.• ,. , S 1 . .(30)(1 , 9 8) _. 59 FT. ..( 54)(15)._2 -.. 9712 FT. L _ ..:. 1 f's :. (1 3 1 - ‘ ft." 6. ...._. . (92)0e) . .f . .t _ , .0415)0.9) .4�G9 ._,_,.�9 .F.T; . _.(131) F.Tr =..2 %0 C� ....... t' 436 fT J • ( 1 - 12)(18) =... oq6 f•T .. // R-9--f T T. C0 0. So .(3 2)(3.14) '(l s5 FT. 11 ■ .....C. ( 251)(18).,. =.. 46z.6.rc. 43 .1 a3)F . (1■4)(5.9") = 449 t:T- D.(0 PcF..E “g C9 .(83)(58) i .. .. z. .. 238 f . (30)(3.94 : ItB F + 86 FT'- = 5"13'0 FT. ----Yin (164)0.5) Cw (1008(1e) = 6256, FT 2 . FT 2_62_ FT3 (39)(3.94) = 153 F 3 LoT 2 - .LoG.K ?. LotS 2 T 3 LoTS 3 LOTS 45 Lot 5 `LOTS' S ; 6 LoTS 647 LOTS - 74 8 LOTS 9T8 LoT 9 Q MIDIL °Me STH PDDITI D?-tri AGE. CALCULATIONS 29; 886 5 V b fr\ G E R'E R L11R s T. 1) "Zos .STaFzAGE z 1243 fT3 Lt ' L) 1 - 7YPE 3 Plz4 wet-u- F t. S Tog&GE (l.0 (-FS bun) No, (27S3 173 _(K\N NJ) . s3 S (NI Lo-v v2_ Lo TS 11411 tt 4 to 4 LOTS LOTS 1- 9 1...o1 to I -- -- _ - AGE- IzE taukED _ FT. 2) 2-- VX?E 5 DRYWEA-L. -\- MVIDlt_ovle 6 M>t)1 140. 12 4 0'1 2 4 1 / 41 14P4 CF.1.-Cut_pcit0)45- c1/3°/13 ?Av 12_9_ F 52 -55_ _fi 0.13 F1/4C-. "208" - FeQuw_to 6- - 3 2-■ E F.t . a 15 fl. 3 F1. 36 fT (.-) Fi! SWALe STORAGE P.N L 5) I-0_ (3o)(19,8)_= 59v. Bo"- f?-9)(L "f 2 1P F eyz.)(1,953) 83 r _to- -s"--sitrg k6S t fl Z 7.- 541 rt.'3 3 ()(..?.2)(o. = potAy 13 F 541 f 3 6C36 €1. LotS 1 E. t_ LoT 6 -5t..oc.lc 3 1...cfr 5 ..51..ac1( 3 51 'F-S-Gal■F.E.1) : M kt>1LOvele. i3 Kopk 9Fkirike. Cp.L.cut_faTioNts >LIN, v) --\ 1/2' 01 5 -- S - ColzKGS — t - - 5151 - 2:1-o f1. • 21 '(fl t DRNWELL. 4 0 F s 0— CFS — o v,1) No. iriB. 9/30/93 rek). Pio/s brr 1z9 fi (k) 5151 2 d t t_ 0.09 M-F-S tos" swk%-e_ sloizt•Ge ---tortak_-/.13LE--oN BA"TE COutgi fl- qt ouch _Oct)(ict)(o 5)z 18 votkv Lo T -s ------ -- BLocK 3 LOT t 1 LOT L0T 24:3 Loc s t4 Lot 4-4 5 _P_PY_E M E N T (88_) 0.0 Ac RE G 0 2-4_ =_66.Fic.3... 56 .f 0 _- - F3 MIDILOME N 1\DDrviot DRAINAGE CALCULA.TIONs u 20a STORAGE [LE QUVRED -9s‘ FT 331 F NOTE : Driveways are I5 -From side l01 like s ah -a 24 -. w 1 - e . - TYPE B •DRYw ELL * 0 F1. 51OF-AGE t,0 CPS 04T y C N9. t2)S3 9/30/93 _ .(Kwr�t) S wALE S ?oraGfi /4.V AuLA:ESLE ON BATES gig E. ._.(30)_(.1.98) z .. -59 FT. 6 0.80 (-8-1_)_0.9_8)_ 16.2- _f_T, @ - (s).0. 9S) `- @ 0.80`1= - -' -- 5'foFLAUE_1z.EQyt.RED. -: u.2o a _ _ ._.._... $ - . S - . - 'CoRAGE ' (1956 pT. ) z 331 ET 12_ ttAk_ 390 F 'C3 3 3 _(3_c)(_1,9) zr. e (56)(1.93)F:it °.. F.7. o.80 ` a M t Lom ST" ADDITION t?-PoNAGE. CALc.\.ALF,Tcon15.. _ 7 e.CTIDNI &Raft, oF v/ALE.-; WIDE (0.5)(4.0) .71, 3.55 r-r.." 140. 12:1 /3 h3 (w.ri) , t, ‘) 2 v siog&G‘ 2t fT I t — Tyt "5" (I 0 Cfs owl') > 219 ¢ 8 Fr Tof Of pF NOR1,1A`''7 FT /FT. To? of t fl NoRM x!67 ..F /Fr. t� �J M1DIl -0 ME S (ADD ITIDN '()./>.10 /4.6E CALCULA"C l'OMS SASEMtr -LT aoo E:AS EPMeNT oo 1 v o,0ter) Ft. /ft i vicar an ,\ . 1 f t p. \3 L cv{Pt- . rloi�.r' . talw 0.0 \6 f't• / � E S v �F low J SECTIONAL P.[cEA of SWALE. a ..1 .. .. 3�± 14_ L �z llos)�4z9 \ 4 (1)(0)(64) z t,9S fl . i,oi • • . all o. � 44t3.. ._...... 5WAI.E BOTTO o.4a - 2 ,00 . N0. 1216= \ /16/93 Kwr1) CROSS SEC"tIONAL AF.E/A of SWALt Go NC. Cu CO NC. cost F 6 1A11711,0MS ra1H ADDITION DF-AINP.G CAL GuLA 5 386 ' 157. /� /Z9 f v I r °‘� ( r')( ) (38 -) l' )4 ( // �� ) 3.95 ft ?S 0 g NO. 121'33 9 /3x/93 (KW M) 5 r r __IE C(zoSS- SECTIONAL AREA of S•A■E 0.91 2.5 0.4 < 13 !; PSEM EN 1 _ 1 f > 4. 1 lOa , 8 � I5 I -CO? OF DRoiC:WPY • E • 59 ��- - F T /F 1° r. 0 14 C. S W ALE C uSys R nYTTh_M 1A11711,0MS ra1H ADDITION DF-AINP.G CAL GuLA 5 386 ' 157. /� /Z9 f v I r °‘� ( r')( ) (38 -) l' )4 ( // �� ) 3.95 ft ?S 0 g NO. 121'33 9 /3x/93 (KW M) 5 r r __IE C(zoSS- SECTIONAL AREA of S•A■E 0.91 2.5 0.4 k \j\t\assign.208 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: July 26, 1993 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in MIDILOME 8TH ADD, plat# P I 68H. Please give the\ propriate lot plan to the individual applying for a building permit on the lot, so they can draw their h use and approa9i to scale on the lot. We will need this plan, and the corresponding $1000.00 cash s ety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach perm' . Also at/ached are the letter of credit and savings assignment • forms. If you desire, we can meet to further .iscuss this new process. / "AGREEMENT" In consideration of the issuance of a building permit for Lot , Block MIDILOME 8TH ADD (plat) plat # P I 68H (Developer) has deposited $1,000.00 with Spokane County as security for hill and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE k\j\fiassign.208 "SAMPLE LETTER OF CREDIT' " tUSE hANK LETTERHEAD) " AMOUNT: $ 1,000.00 BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W BROADWAY SPOKANE, WA 99260 -0170 Gentlemen: k\j\f\assign.208 IRREVOCABLE LEFI'ER OF CREDIT SUBJECT: LOT BLOCK MIDILOME SIR ADD (Plat) PLAT # P 1168H . (Development) a draft up to one thousand (Dollars) ($1,000.00), for the account of shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) Credit No. Dated Bank Name: (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) NO. We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the (bank), (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to at the above address indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) By: �� (authorized signor) Said savings certificate to be released to k \j\ \assign.208 ASSIGNMENT For security purposes only, (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of Branch (bank address) This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK MIDILOME 8TH ADD (Plat) Plat # P 1168H in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) 199 Any interest benefits accruing under said savings certificate shall remain the property of any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of 199 President Secretary DATED this day of 199 STATE OF WASHINGTON County of Spokane :SS BANK OF DEVELOPER On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199_ Notary Public in and for the State of Washington, residing at Spokane . (developer) (developer) 0 4 0 fl 0 0 z5' 15 DETA „p1, TYPE 13 =nu13 LE _CAR ■ 6 t- se +4- 4.4rnm c.i Vim.} e Ty SrA.0 440 2$ L6IF7 \ Toy of Ora }c - 2.0113 59 R ?20.08 T: 19.189 L =]1. 0T_ 25 9.66 2 J 4 I- W L.. rw 31 Cons - trv,c --t 3' Curb .Openi■g Sta. 0 }4419, 8 " deep, l8 Lit W Inver# Elev. 20■8 DarAIL Fi RECEIVED 1 JUL 2 3 1993 SPOKANE COUNTY.ENGINEER LOT - I ! SLOCK — .I MID ILO 1 8TH'ADD. 1 30' OUI LDINCi $ET IIAc It 3 DRAI14ACE EASEMENT DETAI I_' / , 95.00 curl =f.; 1RES 7112/ 9r 13 LINE Transformer Constr Detail ° I; 3 Drivewa Invert Etev. 20t9j DETAIL,- 3 8 TH P.VENUE � 115.6%4 L1 n c SCALE. .1 20' MAY 25, 1993 •10 S impson Engineers, Inc. GINL ENGNEERS k owl) SUR'£YORS N.909 ARGC1nUC ROAD SP(KAnr, WA 99217 Pn 926 -3372 AO /1' uc — L Ara • PORTLAND CEMENT C4MCRE7E CMS ERICA' S/w aa, Cnwr/ STANDARD RA. Concrete Curb inlet Type Spoken Co. std. lo' —lu ■ Curb Cu* deep \ \Y Ir 1 `y I 4:I ° Pa DETAIL "A" TYPAL ROADWAY SECTION . 0 y LL as' I Dr • .ozla nn. AStMACr CONCRETE PAVEMENT CLAES' 1 COMMCTCO more AsPNAIT Coats, EL.% ro 4:4:L Cw.S.D.o.r inc.) (NO SCALE) 4. ID • CRUSM(O S✓RMCWG roP Comore C COMPACTLI RIPEN (W.S.D.O.r we) DETAIL "8" TYPICAL SECTION— BOWDISH ROAD 1 NO SCALE/ z ERla / AG EM✓EMEN T � _ _ _ _ _ — _ _ ..4- Z' EISPNALr Co I RETE PA✓CMENr CLASS 'S COMPACTED OEPTN , RSPERLT CONTENT S34% TO 6ti4 Cwszor Inc.) L" CRUJMED SOREAC WO TOP COURSE, COMPACTED OLPTN ( vapor JPEC DETAIL "C" TYPICAL SECTION BERM ACROSS DRAINAGE SWALE NO SCALE lop of eettb berm (3'w■da et top) C '4sred with Srsw Led ROT TO SCALE 'Isr%e, Drywell Grote MIDILOME 8TH ADD. DRAINAGE DETAILS 11 51opa,min./ 311 51ops,znws. from top 4 bsrm lo bottom of Swots DETAIL DD "208" POND : SECTION DETAIL LS' 3 14 Euetlns P./v.1 ., Beek and S;de• e4'2oA to be. bl &bar *b .n (b.vament Side • at.,‘ ewe" \•-j—'ZOB Pond Floor Slops Sed to Top of Orywtll • or Martit an £poatd ❑o\nb R/w 7RPE 'A' Poe CEMCNr CONCRETE C✓RA, SAVANNA' COUNT?' STANDARD. 13 Ict — 4 DRAWAGL SwALE • To/ OP S00 SwALL AREA Ti Si SOML• AR SAGA SOME BWLILR. 7.I7' 9. ' 3 51ops, C PI stops,m n. SIDE: DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE %DO I uw.ax 9N 4, impson Engineers, Inc. CIVIL ENGINEERS M LAND SURVETORS N.909 ARGONN/E ROAD SP1A(AIW1. WA 99212 PK 926 -1322 L YI 1- TYPICAL 'SECTION : DRAINAGE SWALE AND DRIVEWAY DETAIL F ID' 0Sim rr. /rl. • 13 Ceweat Con crata Drivawsy DETAIL ,1E,1 _.. NO SCALE ft/w Norws% sane Slops • 0.0161 f 4 SIPOIENSOlira - .DETAIL: TRANSITION IN CURB AT. DRIVEWAYS AND CURB OPENING LOCATIONS Drivewa 4 Curb Opening 3 3 • Top Curb1 . Trsosituw, V Transit ion 1 Varies t Gutter line _ L eways, - O Curb Openings, B DE7HIL HH„ TYPICAL SECTION: DRAINAGE SWALE , 4' WIDE 14 /w 1 3 1J1 Top of Driveway' -- o6 4' ti • i)• FT. /f i. � P f `� r•1a $ ovate 3olt0w C"r STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left STA. 9+00, BOWDISH R0. , Right to STA. 0+79, 313TH AVE., Left STA. 0 +44 TO STA. 3 +43, BATES DR., Loft STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. rh L E�Dra:nye r l DETAIL 11 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 1 LO7 5, BLOCK 1 LOT 1, BLOCK 1 LOTS 6,7,8,and 9, BLOCK 2 LOT I, BLOCK 3 Electrical Power Trswsforvnar / Cewc. Curb l Psvawaot ' . NOTE: Eltctr:ut Power Trsosforwars •b•ll be s enewiwuw of 10 feet froo drywalls. :. MIDILOME 8TH ADD. DRAINAGE DETAILS 0 Castrate Curb Swots. Bottom 1t \ 'Move ,vnin. / 311 Slopa,vnse. frova toy of driveway to bottow of swats • IB G dee p, curb cut ' Concrata Apron for Itnytb of cab CO (sod 3' wide 44411iO4 A �wr • T T —__ —� s DETAIL HG,1 Qsr i s I .;, /� war as � I �'-L'C' AstM.It • . ` Ale • B ra a ki . DETAIL: CURB INLET TYPE 5Iooa ti :( (vain) Pown frova 6uttar DETAIL 0 a 6,se eaant 1 a \ / .r to /w Lino-, . . I I i .E(ectrical Power 1 - ;`); . .. y . Transiorwer 1 t._ Cone. Cart. r1 — Street (Aspbstt Pave stag) ,mangled 1046 S impson Engineers, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAO SPOKANE, WA 99212 PH 926 -1377 I ' v V,SE. ,ti p 1 85' 4 M Z • .T � . ,' �6 3 O JRES 7/a DV 3 . 1 30' BUILDING_ SETBACK LINE 4-10 —. — DR.a.I NAGE EASC MEµT pETA L_ "A" 85' 1,- ° ° PROPC CrY LINE 1 CuRR LINE CohstrLLCt Trans RormerJ • 4. pr■vewwy Oetw11 "I #3` invert Et .v. 201B DErT„t- E 4F 381n A/ hi U E 1 2C, = 20' 993 RECEIVED . . _ _SCALE JUL 2 3 1993 .h1 Ai • S POKANE COUNTY ENGINEER ... _ . I`?lE= _8 _ . .. ....:.2_ 1�O .. _ - - - - - -- land 1144 ti impson Engineers, Inc. OM ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SR KAN�. w, 99717 PR 976_ 1377 13 PORTL4M0 CtanUMI CeNCRSY( COtn YWCA" SIORIM,L Cwwtr S7RRM00 LRASTMO SNrL.nLN7 r ASPHALT CONIR(T! PA✓(MCMr GLRSS •B • CO.NPACTZD DtPTM , BJA444r Capra? Sty% Ta ' 6Ta4 C WSDar. SPlc.) TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE NO SCALE Top of ea.rib' bsrm (3'wlds at top) COVar•d with 9r040 iO4 ' edp view: Curb p Curb r -- Si C Cowart-1a CUT binit4 ;Typal Spokane. Co. Sid. DETAIL "A" TYPAL ROADWAY (NO SCALE) 2S DETAIL "5" TYPICAL SECTION— BOWDISH ROAD t t,:r 9 G CRLnnLO SaRACCIW6 Tap CO✓RJt, CatAPRcres OLPTM (WJOOT SPLC ) DETAIL "C" 7 r 1 5lois / 3;1 5lops r.. From top of berm la bottom of swat DETAIL DD " _208 " POND : SECTION DETAIL NOT TO SCALE yLL 1e one rr/.. R3/SRLr CnQCRSre PAYLMlar Gaw.1L "Y, L"CoMMCre0 OtPre 411WAlr COVTLRT oh% to 4.4% (6.1.1. O.O.r aic. CRuswCO S✓RAKM'6 TOP Coast G� COMacTcs OLPTM CW.3.0.0.7 3Pt..) ( NO SCALE ) Vsr■es (Drywall • z 30 Di ie•v.r Back and Sides e4 'tot Pond to be. kicker than (lava,ns.rt side Pond Floor 1e Slope Sod to Top of Drywall or Mos an E-post. Jolnis MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION I rrP! 'A' Pagrl AM' awe's, CONCRE T! CURS, 4PO4AMt CO✓Rrr STARMRO. SIDE: R/W 5—" O.TRW44LSWALS rap OP 500 SWALE Att4 re I! SO to Sr t4CM Ma ML B✓icate. DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 10.0 v.-Drywall S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PR 9211 -1322 1 • 'Top Curb 'Transition u • 10' --+ 0 .06a3 ft • Got6l fc aR •�Q Gemini - Concrata Dr :.away - DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Dr:mway 4 Carla O1.en :a5 Gat-tar DETAIL "F" 4 Gw � L L of eways, O • Curb Opewin5s, 8' DE1AIL 11Ht van'tes • TYPICAL SECTION : DRAINAGE SWALE, 13' n to W 4' Top of Driveway 0.1333 FT STA. •+30 TO STA. 5 +05, 38TH AVE., Left STA. 9.00, 80WDISH RD. , Right to STA. 0 +79, 38TH AVE., Left STA. 0444 TO STA. 3.•3, BATES DR., Lstt STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. .1 t T Ora :mast Swale. • '' NOTE: Electrical fewer Transiere,ers shall lot s -. niatan of 10 fact front drywalls. .DETAIL ai ` TYPICAL ' SECTION: . DRAINAGE SWALE NO SCALE .- H A N 7 if Swale bottom t :1 S. a,min -/ 3'1 slopa,gtaa. - 4rontop ai dr:vawas to bottom .f aisle. 3' 4' WIDE t > T tlf f f �C rate Swale Bottew• Garb • Nornd sW4 Slopa LOT 5, BLOCK 1 LOT 1, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL " H ELECTRICAL TRANSFORMER - IN DRAINAGE SWALE L V lo' • 1j• - r' Electrical Pwer Trans-fanner // Cone -Carb / lPavaw•awt MIDILOME 8TH ADD. DRAINAGE DETAILS AND DRIVEWAY . 1B 4 dee curb eat Coy ` rata G b DETAIL HGH Concrata Apron 4er 51opa 12:1 lnln.l length of csrb cat Down (row. butter (wnd 3 .A44 a4 f • A:! - a: Mb. wernow wnsa�.wavr / c G b. \ v as 1 -a� Asetatt -2� \ `Stela Stasis- DETAIL: CURB 'INLET TYPE t . • 1 `EXPIRES 7/17• 9S DETAIL "J" a F • 0 d Ease.ncnt _ _' . Electrical Powar ems, Transior.ar t CConc.Carb �L--- Strata (Asphalt Pawenant) rmeaM 1946 impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPnNANE. WA 99212 PH 9201-1322 1 1 - ' :XPIRES - N..y E Si /1" 2 cA. y -0 p �c g q 7,1 95 2 - -- NI, (r) .. .. .. 3 30' 6UILOINC_ &ET(; qGK AN e n . ' p - . . -101—.. O RA %lAG. _M EASE✓IENT 1 • DETAIL "A 85 l(p1 n o , PROPERTY L1 ill 'O 'Tr antormer 1 DetoUl „ I • 3• -co j cu A6 LI 1J Construct C Driveway DETAIL_ ,4 nvert Elev. 2011 — I 38TH gVEIJUE D' E 44 F � M RECEIVED JUL 2 3 1991 SCALE. 1 -- . -__ MAY ZS, I9 9 3 SPOKANE COUNTY ENGINEER • M IDI LOME ,8TH ADD, LOT -3 BLOCK- 1 r__... .M .SS Vimpson Engineers, Inc. CINL ENGINEERS k LAND SURKTORS N.909 ARGONNE ROAD 5lVYUNr, WA 99212 911 976-1377 Curb Cut 8 deep 13 2R PORTLAND CE.nas, CONGAS T1 CMCS TTJS:T' SRasas1 Cwuvrr STA■Mga AI✓LMSNr DETAIL "C" TYPICAL. SECTION; BERM ACROSS DRAINAGE SWALE • I NO SCALE Top at •wrth berm (3'va)4s a1 top) covar•d with 9r•ss Sod - END VIEW: • 5 —" • RA• _ i . li Pe Concreie Curb inlet Type 1 Spokane Co. Std. 10 TYPICAL t r I /e - 1 1-1 ', 3 0; .ozm rr /rr . DETAIL "A" TYPAL ROADWAY (NO SCALE) 25 A 5TtAL7 Cewcn11 ParLMLNT Cain "i; A' Ca MPACTLD awe AJPMAIT Carla sh.0 To G.atC C10.4. D.O.r inc.) CROSw[O SwRASC/ra TOP Co✓as( C COM PACTLS DLPTN C )PK.) DETAIL 11 SECTION- BOWDISH ROAD ( NO SCALEI j ASPHALT CD IRSTt Pa✓SMrnr CLRSS 'B COMPACTLO DEPTH ,ASPIALT COrinwr S44% ro 6kZ C WSDOT. SPLC.) G" CAWNED SWTACWMO TOP COURSE, COMPRCTLD OCPTR EWJ DOT inc) t) Slops,m6. /3 Slops, map.. from top •f Winn 'to botio. of Sw•ta DETAIL DD °208" POND • SECTION DETAIL ROT TO SCALE a 0 0 Vor ice D r yweu Grote. :8 pLL 1 zd 3G Back and Sides o4'zoS Pond to be. F191,er thon pavennenf 5& 5 Line Pond 'itF Grass Sod A .l �'2.o8 Pond Floor Slope Sod to Top of Drswell or MosfiG any tp0scd J01niS MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION 15' E.ietiny RIM TYPE A' POArz API rearm T CO.vcat Ts C✓RS, SPOAa.vc CO✓NTr ST.9na.AD. SIDE: New RAv ID' 13 rasa OAAINADL SNAlt r 10P of SOD S ✓ALL ARCH Ti SL SOYNS ST [ACM MCMC BWLDLt. iana ,r � ►Il *". tsrtusl9 . :1:55 7 1;; 9c; 3 :l Slopa l:l Slope, min. wegoa lb 44 5 ..w. I DETAIL ,ID" TYPICAL DRYWELL LOCATION NO SCALE — Prysn Vimpson Engineers, Inc. COAL ENGINEERS & LAND SURVEYORS N.909 ARGOIINE. ROAD SPTKAur. VA 99212 PR 926 -1327 Varies 10' 13 STA. 4 +30 TO STA. 5 +05, 38TH AVE., Left STA. 9 +00, BOWDISH RD. , Right to STA. 0+79, 39TH AVE., Left STA. 0 +44 TO STA. 3 +43, BATES DR., Lett STA. 3 +59 TO STA. 4 +21, ROWDIER RD., Rt. c .: Or • .Scswlt'; DETAIL "E" ' TYPICAL' SECTION: DRAINAGE SWALE AND DRIVEWAY • NO SCALE' • Norntl scale slope sArnerm•arws Cewent Concrete Drireway DETAIL F .. - DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND .CURS OPENING LOCATIONS . Drivewa y f , Cost Dpenios 6.tier lne — ) '1, L`Drtrewe Curb Opcnn5s, 8 DETAIL, 1111 TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE R/w 13' I ' LOT 5, BLOCK I LOT 1, BLOCK I LOTS 6,7,8,0310 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL „I„ ELECTRICAL TRANSFORMER IN . DRAINAGE SWALE 10' •1' Electrical Power Tre.nsforners ShaU be a rµniwon of to 4eat trop drywalls. • Electric.% rover Transformer „...-Lena. Carl. J i-Poremant MIDILOME 8TH ADD. DRAINAGE DETAILS cite p, curb wi C 1• Garb Swale Bottom " .. 1:1 Slopa,onln. / 3:1 Slept, w,oa. 4r0mtep .4 dri•eway to bettors .4 Apron for length of cart. mat ( o n o 3wide th'vb) � ' t ' � rsvw e, owen ...rns Corb _ G.r bCat 1 / liar es \ \ 1 1 7' L Atyta%t -L e •slope eretK J DETAIL: CURB INLET TYPE 1 DETAIL • wG„ DETAIL "J" 51epe 12:1 L.n;nl Pewn4ro. h E mewent T _ • 1 # R/w LinaJ I Electric.% Power • {L o; 'Transformer 1 `Cone. Carl. �.— Street (Asphalt Pareme.+t) rounded 1946 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N ;909 ARGONNE ROAD SPN!ANr. WA 99212 PH 926 -1327 SCALE _1 =?01 MAY 7_5, 1993 0f2A1NAc_E EASE M EN T DE ra‘L- " A " 85 PRO 7 4;3!0 30' OUR-PIRG- SETC3AC uNE PERTY LINE C R. 13 LI I.1 38 TH 4- RECEIVED JUL 2 3 1993 SPOKANE COUNTY ENGINEER ._ MIDILOME 8TH ADD. LOT -4 BLOCK- I AVE/JUE los Trans - ormer DetaU "ITS" Construct "Driveway Invert 2o16 DETAIL "E * F " w. uw 5 S impson Engineers, Inc. CIVIL ENGIIECRS k LAND SURVETGMS N.909 IJRGONHC ROAD SP6(A,d. In 99717 Pn 976 -1)77 fir. 13 Nb S I Rh, — . 1s w 10 Jai PORTLANA ClNGR r CANCRETE Cava TTT! :a' Slog ewe Cowen STRNMRD DETAIL 11 A" TYPAL ROADWAY SECTION (NO SCALE) 25 Jet -one PT/Or DETAIL " 8" TYPICAL SECTION BOWDISH ROAD E ( NO SCALE) CR✓swta 5usMc,NO roP COURSE L' COMPRCTCa QEPTN (9J.$.D.O.r Mt..) AS /MALT CAVCRATE p4rg,nNT CLAJL'' A'CAMPACTLA O! /TM t sPNAIT LAJTENr 54.% To 614a'L JCLC.) zo O)9af,,r 30 la 25 E ut∎a9 R M 1 s lo „sue Jwu 4IWSLt A tt4 Ta E f S 300 A JWRLL REA Ta ! OApta Or LAW NONC BU /LOLA. 5-414. Cr. VARICS 22 rn ♦.S% T TPE 'A' PORT[ ANa CEMENT CONCAET! Cuss, 5/o ARME CO ✓NTT STANMRO. 413 raaw, Aarg.»ENT 2 F SPNALT CONCRETC PAVEMENT Ctann S COMPACTED QEPTN ,'ASIMA(T CavTENT .544% TO 6 A.% C MISOA Inc.) G� CRUJNEO SUPTACINO TOP COURSE, COMPACTED OLPTN (wS40T JPCC 25' DETAIL "C" TYPIC4I. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of tai'tl. berm (3'•14s wt top) . I covsr•d with srew iod __ t Cup VIEW: tt Slops,m6. /34151ops,ma.14. From top of bona Yo bollow of Swats DETAIL DD "208" POND SECTION DETAIL 0107 TO SCALE • Back and Sides 04 Zee Pond to be 41g,er -than rava...ant Sldr to SIDE: L� 2.3I93$. " Ah 1 4. Q C,11 9 ! .41-• • DETAIL " 0" TYPICAL DRYWELL LOCATION NO SCALE Conerata Curb Sntat Typal Spokane Co. Std. Slope. Sod to Top of trywetl or Mastic an Eposed ❑o\nts MIDILOME 8TH ADD. DRAINAGE DETAILS funOp 19N S impson Engineers, Inc. CINL CN(JNEERS & LAND SURVETORS N.909 ARGONNE. ROAD SPOKAN(. nA 99212 Pm 926-137? Toy Curb) ' tt{ i � q J W Tot Trsnsitwn d . W I NOTE: Centel C + E . e to ' 13.5' of Driveway-, y 4' _I 04 7 - ' 0.0 47 I rT. /r r 1 __ Swslt JI TT E tetrieal fewer Trsnsfxwers shoal be s ainie,an of 10 feet from drywalls. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY 13 10' 0 od � CO a0147 pc rnrolP Driveway DETAIL "F" - DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Delete/aye Curb •pe■sy ., .._. V - I Trensit ion Vsries L t } Butter lira- } - L `Dr: eweys,4 Garb Open.n5s, DETAIL "14" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 7' L Swale - `Co,.cratc SW.It eot om Cur :DETAIL a E H Normsl swsle slops STA. 4 +30 TO STA. 5.05 , 38TH AVE., Left LOT 5, BLOCK 1 STA. 9+00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Left STA. 0 +44 TO STA. 3 +43, BATES DR., Left STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. DETAIL ".I" ELECTRICAL TRANSFORMER IN SWALE 10' 7' NO SCALE R/w LOT 1, BLOCK 1 LOTS 6,7,8,and 9, BLOCK 2 LOT 1, BLOCK 3 ' Cite - Iciest Power Tronsfvr mar // Cone. Curb 777 TT ' t Pavtmen* MIDILOME 8TH ADD. DRAINAGE DETAILS Concrete Coale Swett. Bottem 1 \ Sbpe, min. / 6't 1 dare, w.su. crowa toy of driveway to betteln of w..le Concratc Apron for lensth of curb cd (and 3'wide a4.thick) „ k. tem wr�oeesww aaaoaeresar Curb 113 4 deep, curb cat ... DETAIL 1rG11 Slept 12:1 ( Pew.. from, 6utter �reG+l �,+ � Vsrns � 1 �r L- AapMlt - L r r �l 1 — Mort Brooks J . DETAIL: CURB INLET TYPE 1 EXPIRES 7117' 9s- DETAIL 1 j 11 L - Emeemet CC Swe.4� . - T , ' t / •Lam- /w Le -J I Electrical Power 0 ,• "frenaferwer 1 t.---Cenc. Curb e l--- Street (Ney.slt Pavane%) -� r mnded 1046 Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99717 PH 975 -1377 L �( • . •4 , ft!, V RES le,y ID. 4144t MAc z5,1993 a to J 10 J' P -T A11- "H" 0 Invert 6lev• 2016 IrrAIL N r F" r III w-r 1 L EN T 6TAIL `iA." 93,92 4 wide, Swale Bottom Sta..t+30 }o 51 . ... Grade follows top o Curb 38 TH AVENUE MIDI LOME BTHADD. LOT -5 BLOCK I F.lec feed Thru 9 e-to,11't #3" Jo 6UI�OII -1G SE TQA CK LINE COY1S rU,Ct c. 'Pr lvewa% DRAINAC -E 5' 4 RE JUL 2 3 19:3 J fa =2o.00 T= 1$.19 L =3o. I 1 TIP" O DETAIL ° o 0 000/13 . CINRREL_ DR WELL Mcti -1 Frmw.c c Cro{¢. T1 pc_ 3 .. mo S40-, $ +OS 25 l-eF} 63 Top of 2014. — - 4fu2E3 OP_ENINCL. 5 +15 —° @ MCSI IhJG1 I f 15 PErsat L "G. sal/ \4 Vimpson Engineers, Inc. CML ENGIIEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOHANf. NA 99717 PH 976 -1377 Lo' LA LO 01; Pre'n cup view R/N Of • PORTLAND tgMLNI CONCtsrt CHAS AIL A' SAO%AA.E CDR/ITT STANLNAD Gab Cut B deep r I J - G: sio Concrete Curb Inlet Typal Spokane Co. Std. TYPICAL as —..ma DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) JanRgLT CaQCAOE PAYIMLNT CLASL`a L writ ASPHALT CLWTENT 5W4 TO (W.S.D.D.r SPEC.) CRUSHED SMRMCMC. TOP Coast C COMPACTED DEPT* CW.S.O.O.r 3PK.J DETAIL ".B" SECTION BOWDISH ROAD ( NO SCALE) zd LALf ILAG PartMe/Yr 3 4SPNR0 CONCRETE PAVEMENT CLASS 23 COMPACTED DEPT* ....SPLRLTCowrtwr S.W% TO 6r.% C WSDOT, SPEC.) G" CADS VIED SLNTAC LNG TOP COURSE, COMPACTED DEPTH (WS Dar net 25 DETAIL "C" TYPIC4{. SECTION: BERM ACROSS DRAINAGE SWALE No SCALE Top at esrT barm (3''0ida et tap) co'sr•4 with 9rsfo *04 D e esem00 0 lo 1‘1 slops,mtn. /311 Slays, roar.. flea top of bare to botto.l of swell. DETAIL DD "209" POND : SECTION DETAIL 110? TO SCALE ett Varies (Drywel MIDILOME 8TH ADD. DRAINAGE DETAILS 2f • EK:st:ny RM Back and Slats ei 'Zee Pond to be 1.19har *hen p'.t.nent Slda 5 L,'.1 �'20B Pond Floor Stope Sod to Top as Drywall or Mastic an tposed lo.nks SIDE: TTPE A PORILANL CEMENT CONCREIL CURS, SPOANNC COUNTY STANsanD. 10 IT fwu DARLNRMLS V N A/E• TL tWALL ARIA TI 1 , SOPDL1 RI D - ACM NAND M[ BURMA. Man 5w-' E DETAIL MOM TYPICAL DRYWELL LOCATION NO SCALE 10.0 un•• ti ' 9A impson Engineers, Inc. CIVIL ENGNEERS k LAND SURVEYORS N.909 ARGONNE ROAD SM.( AJJr. WA 9920 Pn 925 -1377 DETAIL "F11 -DETAIL: TRANSITION IN CURB AT DRIVEWAYS . : AND . CURB OPENING LOCATIONS Drlve.way * Curb Dpeale ., Top Crrb` I Trsn >ifwn • 0.08)3 fr../ffr Ceoeo/ C Driveway V I Transaion Varies ' 1 6,.Mer Gna. `-Dri cways, . Garb Opcn:nys , B DEIHIL 11H11 TYPICAL SECTION; DRAINAGE SWALE, 4 WIDE STA. 4+30 TO STA. 5 +05 , 3 8TH AVE., Left STA. 9t00, BOWDISH RD. , Right to STA. 0+79, 38TH AVE. , Left STA. 0+44 TO STA. 3 +43, BATES DR., Leff STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. ELECTRICAL TRANSFORMER _ IN G EI _ /Dr. :nya Sweats s I 1 / DETAIL 11I11 " NOTE: • Electrical Power Transformers shall be o. ninlman' of 10 feat {rem drywalls. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE +L w .: .. 13 1 1B o�'r• d Con rate swat) Slattern C•rb 10' 10' 1' pgTM "E" Wm Swale Slops - m j N nb1 affPa ®Q MIDILOME 8TH ADD. DRAINAGE DETAILS • east?, curb cat Swale gotten 1'1 S1ape,nin. /3'1 Slapa,nas. -- {rontop of driveway to batten of nooks LOT 5, BLOCK 1 DRAINAGE SWALE Electrica% P ar Transformer 245 - Cone. Crrb //..-Par Carl. Co,.crate Apron for length of carb cs1 (and 3' wide a 4'fhdck) A �m.�raverw DETAIL 11611 vI Crrb .f;as � �- Aspna\t \ y 1 -cStare Bread J LOT I, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 0 r DETAIL "J" Slops 12.1 Coln) Down fro.. 6 DETAIL: CURB INLET TYPE 1 �Easaoent wnCy 19.6 EledNca\ Power 1 lito -r Tr I Leona. Crrb Street (Asphalt PavenuA) Simpson Engineers, Inc. CIVIL ENGINEERS It LAND SURVEYORS N.909 ARGONNE ROAD SPD ANC. WA 99212 PR 926 -1377 ,3 0 a 0 .M..10 LL Qh1 5 9.16 zsl' :4 8TH - .ADD. 3 8 I-1 3 8 T H f` PROPERTY LINE T 8 0 13 DRAIN .E EASEM �. DETAIL` A" ConstrHCt Drweway invert E \ey. 2o19 2 6 P 4 F'' 3o 6 UILDI N4. C. E]_(3AC-K 99. 4-1 9 SCALE_ 1 ZO' . MAY Z5, 1993 LOT - I BLOCK- 1 AVENUE Cu Fl r3 -LINE 4 0 6 —._ ^ Qo 3• 4 Ill 1 0 GXPIRES 7,17; yr 8 RECEIVED JUL 23 19P SPOKANE COUNTY ENGINEER (yyq ISY ti impson Engineers, Inc. CIVIL ENCNEERS k LAND SURVE TORS N.909 ARCG+NE ROAD ' SMUAnr. WA 99212 Pn 926 -1172 l0' 0' f.ru PoiTL4ND CLMLNI CONCRETE' CWci TTPI Se' SiwrAa1 Coca?, fr.NMRD !l /J T/d4 PAYLmtte r7 _ . _J_ DETAIL "C" TyPicA{. SECTION BERM ACROSS DRAINAGE SWALE END VIEW Curb Cut if Let Rh. Concrete Curb 'Mai Types Spokane. Co. Sid. to DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) .ona rvrr — ]l5 nln DETAIL 11 TYPICAL SECTION BOWDISH ROAD •t'as E I ( NO SCALE) ( Mt, zo VAR /CS t1 Toe. ' 2 EJSPNRLT CDACRETC PA YLM(NT CLASS 'B COMPACTED DEPTH , gSIJrnT CONTENT J4.4% TO 6 TER ( kisser. 'Plc.) L" CRUD area S.YTAC/•O TOP COORS!, COMPRCTLO DE PTH (Wipa net • 1 Slors,win. /3■ 1 Slops,mwx. grow toia et ticrw is bestow of 6w0.16 DETAIL DD "208" POND 'SECTION DETAIL NOT TO SCALE 1 3iD NO SCALE Top of cartV. berm (3'wlds at *op) co'sr•4 with efn sod rec.: 0 n 0 25' /e ' Yor1es Pr 6r a* /Or wall I \ I A %PNRLT CavCRST! PAYLMfNT CLAJ3'11; L'CaMPACTLI norm ASPHALT CAYTENT 5H% so 6X4% O.O. SILL.) CRuswto SuROAC/NO TOP Co,RSE C CoMPRCTC• DLPTN CW.5.D.O.t itt..) Back and 5idaa .4 'zee Pond to be Figbar *Fan rovamant Sae. 5' • Line Pond .,tF I r Grass sod _ .af(� or Te rv.r \.:.-'208 Pond Floor MIDILOME STK ADD. DRAINAGE DETAILS Slope Sod to Top of Drywall or M64ttc on Eposed 7olnts !s' 14 "5 SIDE: to TYPE 'A" PORTL PAM CE.w2NT CONC.! CURA , 5f1044,0' Cauca re STAAAORO. aNM ALt A 4L!• !P 300 SW EACH A1(4 2 A TI -D JO dolf I/ ' !AW LNLD NON! BCR. 10 13 L, 1.7 4. W 7.t; 9; 1 3:1 51opc m.J.. 3' V 1 SIop4,P.In. 10.0 DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 5.5 i `Drywe" luww.c Lib .5 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPONANf. WA 99212 PM 926 -1322 a 4. TYPICAL SECTION : DRAINAGE �L W 13' STA. 4+30 TO STA. 5 +05 , 38Th AVE., Lett STA. 9.00, BOW/DISH RD. , Right 10 STA. 0 +79, 38TM AVE., Lett STA. 0 +44 TO STA. 3+43, BATES DR., Left STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. r l L " cr.inaSe Ste. e aa WI NDTE: Elcetricat Power Transformers Shall be a aniaimam of ID feet from dr ywelte. DETAIL _ "E" TYPICAL SECTION: DRAINAGE SWALE AND NO SCALE DRIVEWAY a.oBSS P1.1et Normal SW1e Slope U E Cemta+ Concrete Driveway DETAIL "F '. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS aay4 Carb Gpaniry _.,_ . 6atter Usti. L`Ori ew• Curb Opcn,nys, B' DE1N11 . " H ". R7 13 i 10' Transition SWALE, 4' WIDE to Top of Drivewey 4 I I yo'+ g fT. / T. � ^/�'.. A`1I iC' AIIF•• 01 '1/4-Concrete tie l ` Swale Bottom Caro LOT 5, BLOCK 1 T LOT 1, BLOCK 1 LOTS 6,7,8,and 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL " I " ELECTRICAL TRANSFORMER. IN. DRAINAGE SWALE to - I 1 it.S MIDILOME 8TH ADD. DRAINAGE DETAILS Concrete Carl. Swale flattest - 1 :1 51epe,min. / 3 t t Slope, ass. .from top of driveway to bottom of *wale Electrical fewer Transformer / Cone. Garb /, Perement Cart. G aloe p, carb cat r DETAIL "G" Concrete Apron for 51opa 12 n lmin.l length of carts cat , j Down from Gaiter (and 3' wide + OM .mm,�.wsvrm *,wrmzres Grl bC.t . / � M varits �� I 1 c- ASphnit - - it r � 51ape Breaks J DETAIL: CURB INLET TYPE 1 DETAIL "J" a • \-- --Easement '',, "- Electrical former Transformer 1 Cent. Carla r te - Streak (Asphalt Paverm.eM) runCN 1946 Simpson Engineers, Inc. COAL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1327 327-1-1 AVEb(VE — CO • icanS D ta\ \'"I S' ! cv26 L11--1F-7 n PeoPERTY LINE % `O f N r// i 85 01 PRAINACC E,45EMENT of TA 1L_,q° JC ^ , e • - -10' • Construct Q Invert DETAI s o boLLU1N..:. W > t ' - ' e 0 ' ° _ hi �J - 3 i Dr■vewa j Oev. -7 018'= l_" E 71 F" tr - r aACK 1 LO N • z ! Cl r .J • S P � 3 e WA A Tti • P; 9967 " - C D1 L^-Q M E 5 CAL MAY . . _.. _BTN:ADD.. E 1 2.511993 LOT RECEIVED JUi 2 3 •.• = 20 SPOKANE COUNTY ENGINES 2 BLOT K -2 .... 4S /ONAL = ;;PiREs 7i17) Pr - ..__ ` Simpson Civil ENCNEERS N.909 SPOHARr. Engineers, Inc. k LAND SURVE70R5 A RGONNE ROAD wA 99111 Pw 926 -077 .M I0 /3' R/ 10 PORrL4M0 LC MCNT ewer/4W Galt rrel N' SPO.r AArt Ca4Mrr STAMA.RP Can r,A6 4A mine ENP VIEW : Concrete Curb /Mei Type1 Spokawe Co. Sid. TYPICAL DETAIL "A" TYP. 'AL ROADWAY SECTION (NO SCALE) CC. 10 .02 rv.r ASPNALT CANCRLTC PATCMtNr CLADS: a'LOMPACrta Afore AJPMAIr CAVTLNT TN% TO 6:4:G D.O.T. JPLC. CRuswtO SunMGMA ma Coast L' COM•RCTLa PLPTM C W..S.D.O.r SPEC.) DETAIL NB0 SECTION BOWDISH ROAD ( NO SCALE ) zd TARMS s.t a' Y" ASPHALT' CONCRCTC Pan'MLNT CLASS •B CO•PaCTLO DEPTH . 93PL4LTCavTCNr 334% TO 6 Y.% C wsoor Inc.) CRUD NEO SO4aRC,M0 TOP COMRSC, COMPRCTLO DLPTN ( WJOOT JPlC 15 DETAIL "C" TYPICAL SECTION BERM ACROSS DRAINAGE SWALE • • I NO SCALE Top of ce.i•kbL barm (3'' 40 At top) eover•d with yrsta sod 1;1 Slops.rnin. / 311 Slops frown top of biro' is boltom of swats DETAIL DD 208" POND : SECTION DETAIL MOT TO !CALL MIDILOME 8TH ADD. DRAINAGE DETAILS 017.8 •v.• 30 1S VAR/CS I n Slope Sod to Top of Orywell or Mastic an .posed 7obnts 25' Esletirg P/w 1 Back and Side. e4 'zoos Pend to be bigber then ppvs...ent Side 1.4 1< TTPE 'A" PORTLAND CEMLNr CONC /Lrt CMRa, SPOAANC Covarr STA•NRRO. SIDE 10 10' 1 Twu ORAIMAL4SW4t1' Taft OA 300 JWALC 44(4 TA Sr SODA[a NT LaCM McMl B✓2OCt. 7 17 9c; 1 DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 26."4.0 1240 V impson Engineers, Inc. CINL ENUNEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 Pr 926 -1]77 VI t3' Top Curb) "Transition F 0 to' Ce.eent Concrete Drilewss 13 -- X 0..0111! VT./Fl. DETAIL " F " _ DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Or:aewas 4 - Carb Open■ay . . 3' 10 Top of Drivewsy 4 —_ ..06. 0.014 1 Ie ee s FL O. It Swale Bottom STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Lett STA. 9 +00, BOWDISH RD.', Reght to STA. 0+79, 39114 AVE., Lett STA. 0444 TO STA. 3 +43, BATES DR., Left STA. 3 +59 TO STA. 4+21, BOWDISH RD., Rt. Trans:tian Varies • v F Gotter tin L`Dri away$, 6' Corti Opcn■nys, 8'. DETAIL. „ TYPICAL SECTION: DRAINAGE SWALE, sr WIDE R/ 1.5 DETAIL " I " ELECTRICAL TRANSFORMER IN DRAINAGE F t T' 1 ' E yOra:na3e Swale. W. b 1/ I • NOTE: Electrical Power Transformers shell be a winimam of 10feet from 'dryings... • DETAIL HE" TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY • LOT 5, BLOCK 1 MIDILOME 8TH ADD. DRAINAGE DETAILS NO SCALE'' • • hBs' Normal seek slap. 0.0141 Y�6 T LOT 1, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 SWALE Elec.-tricot Poser Tranofor mar Conc. Carb i am a.N - 0 Concrete Swale Bottom Cots eater, cork. cut 1:1 Stope,raln. f 3:1 Slope,mas. Sr orate, of dr:tewey to bottom ai swats Concrete. Apron for length of cart cut (wool 3 wide a 4't100.) k. Carb _ I Cab C.t -r� V•r es \ I Asphalt Slope Braa44 J DETAIL: CURB 'INLET TYPE 1 113 DETAIL ,tG„ DETAIL "J" c _1 C Es-semen* 6_ 5wakm, . lll��JJJ � et t � /w Lint EtectAcsl Power cs Transformer `Conc. Carb r \-- Street (Atpblt Peeememt) - � + Fo,.de mm Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99217 PH 925 -1322 38r ,c. [r0.rsformer Detail *1'4'3" -� t o a r- e—_, DRAINAGE _ EASEMENT 1 • DETAIL- a 1 I6 Q n ` r10 _t_ 3ol N O m Construct Q Znve DESAII.. BW ,. A - w _>, Q . L • , t , . A . t( 4- D ES E. ti Drlve-way z rt elev. 017 86 °E T F" LD1,.1G SET6ACI< 3 85 4 • Q - i i '' . e � c y !, � 9 ` i 7 tlifres q 9 T ReC1SIER� KIDDED 4 E _ .___._SCALE I' 8TH ADD.- .1 z5, LOT- RECEIVED .1111 1= 20_ SPOKANE COUNTYENGINEEfl 1993 3 BLOCK -2 2 3 1993 S /oNAL . 7LES7E7: j4* 5 impsrm Engineers, Inc. . CI1L ENQUEENS k LAND SuNVETONS N.909 u+CUc ir, ROAD • SPMervf. VIA 99717 Pn 926 -1317 = 13 .Curb Cut \\ ID R/ LRJSTMO AErAmOvr cup VIEW rT� r ( I Pe Concrete Curb Inlet Type1 Spobtna Co. Std. PORTLAND L :nor CONCALT( Cal my 's' SPOKANE CEaVrr STA,VMRD TYPICAL DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) ti ( or ywa llI II L J R SPNALT COVCRSTL PAVEMENT CAAJJ' A; L CONPACTta IMNre AJPNAIT CMTLwr IDA% ro 6:4:L CMS. D.O.T. SPEC.) CRuswtO SORO KIN& TOP Coast C COM PACTLI OLPTN C W S.D.O. sac/ DETAIL "6" SECTION BOWDISH ROAD ( NO SCALE) 20 2' .OSPNALl CONCR(TC Paytm(NT [LASS 'S COMPACTED OLPTN , gSPM[T LOVr.Nr 544% TO 6:4% C wsoar. 1PEc.) G" CRUJwtD SURFACING TOP CODAS(, LOMPOCTLO OLP TN 1 W DOT -SPEC 9 0 9 ii c : o- o' aLL Varlet ea: 5' 25 DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of caitb• born (3' voids 61 toy) coV.TS4 with 9r•ss God 1 Slops,min. / 311 Slops, mf.J9. fro- top of berm to bottom of Swals DETAIL DD "208' POND SECTION DETAIL 110T TO SCALE 30 JO ' 017D niter Slope Sod to of Dryv er Mostic any Eposed lolnes MIDILOME 8TH ADD. DRAINAGE DETAILS s' 044— E ittin9 RM Back and Sde• o4'Zee Pond to be. %lobar thon pavement Slat' TYPE 'A' POArLANE CL.N(NT CONCR(TS CURS , SMOAANC COUNTr STANDARD. SIDE L 5-ma £ IWAL L .0*14 • t Or SODDED DA St t! LACK NONE BD/J.ALA. JO s U 1 51ope, n J m. 3141 141 3 :1 S1opt,maa. i- 54. 'r at l' ECISTI ot e AL �fG) r. -.as 7.1; 9C • 1 - 3 ' 1 kn) DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 10.0 q.1 / Dry.su �'208' Pond Floor L - - - -J I o.Wy ,9• impson Engineers, Inc. CIVIL ENGINEERS de LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 Pn 926 -1327 • DETAIL _ "E" Trsns;tls,r Top Curb DETAIL „Hl, TYPICAL SECTION DRAINAGE SWALE, 4' WIDE c 1 J r DETAIL „F" _DETAILU TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS • Drivewa , Curb Opening , 3 13' to Top of Driveway +ate ° ° B /r.. - Cattiest Concrete Driveway Gat co- line . Vsr;ee R /. r el STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left STA. 9+00, BOWDISH RD.', Right to STA. 0+79, 38TH AVE., Lett STA. 0444 TO STA. 3 +43, BATES DR., Left STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. I' • r l et - Swale ' I .. w � • tt wi NO SCALE R/w • 13 - NOTE: • . Electrical P er Trsnsfera,ers shall be . anin;wom of ID { eat -from drywall•. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY Dr; sways, `Curb Openings, B . r/ 7' 01130 - t `C WIC.- do L Swale Batton Car 7' Swale Boffvm V \Sbpa,min. /3 +1 Slope , maa. {Tern tap of driveway to batten a5 sweat LOT 5, BLOCK I LOT 1, BLOCK 1 LOTS 6,7,8,and 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical rower Transformer Conic. Carla / lPawemant MIDILOME 8TH ADD. DRAINAGE DETAILS Curb DETAIL „G„ Contra Aron for 1 ngth o5 carb cut ( a n d 3 art thicb) m A 4 . A M I. n r 5 0.1 Var as � \ 1 Aapbalt -L \ Slaps Breaks J DETAIL: CURB INLET, TYPE • J ZXPIRES 7117' 9S ' DETAIL "J" e s 1. 51ept It n (•■•q r Down from Gutter Easement • 4 _ c. 5wa4 .. T t o - ; lei* Line - '. Electrical ?ewer 1 1tto7l' 'Transferal's C Cone. Carb mo t-- st (Asphalt Pwewu.t) rynaM 1946 Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99711 PH 926 -1377 1 3 __SCALE I 2-0' MAY Z5, 1993 r PROPERTY LINE EASEMEIAT Construct - Dr;veway Inver* Elev. Zol1o OETAIL_ +r" 30 BUILP■WC_ SETBACK- LINE ETBAC - LINE 8s' DR.AIN,E . 4 s' ..1511 E= -_.ST_N_ ADD.... LOT= 4 BLOC K- 2. AVEN T1'O.nEf or m er Deta■l '14 3" 5 RECEIVED JUL 2 3 1993 SPOKANE COUNTY ENGINEER �nM1 , Vimpson Engineers, Inc. CIVIL ENGINEERS Y LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE'. WA 99211 PN 926 -1177 ID 10 uc Curb Cut S deep 13 RAJ — ,s • 10wAs • PoR TL4M0 CCMCMT CaNCQrt COI& 7221 SAO• awe Cowen STANMAD D,sr,a. A4VLMLNT END VIEW : ' DETAIL "A" TYPAL ROADWAY SECTION v � . x 0210 1r /ir DETAIL "BN TYPICAL SECTION BOWDISH ROAD £ ( NO SCALE) _ — _ _ _ _ -2- _ 1 2 SPNALr CONCRETE P4✓CMTNT CLASS 'B r COMPRCTCO OCPTM. R3PRRLT 544% TO (T /a% C wsoor Inc.) G� CRUWMC0 SL.p,ACIMO TOP CO✓R3C, COMPACTCO OCPTN (WJDOr J/CC • DETAIL "C" TYPICAI. SECTION BERM ACROSS DRAINAGE SWALE ND SCALE Top of cattl. bcrm (3'wida of top) covar•d with 3rssa God • • rt ` I I ° o Sr ° Pa Pa l'•1 Slops,min. /3115Ioys,mwn. from 'top of bcrm to bottom of aws)s DETAIL DD POND : SECTION DETAIL NOT TO SCALE M NI dLL 0 SS 417MALT CANCRCTC InetasNT C29.14'12; 2 .9.092212 norm 4 srma/r cowmen s4.% m 4:(4.:G C W.s. P.a.T. inC.) CRUSNCO S✓R/AC/NG TOP CoURSC G" COMPACTLL OCPTN (W.S.D.O.T inc..) V. fICS 117 IC Varies Drywell Grade (NO SCALE) zd s' 30 25' Bock and Sides 04 F0.1 to be. bIgksr ikon revetment Skis' Lint Pond w�d 1 / Grass Sod top feA Conarcte Cab Inlet Typel Gpokawa Co. 51d. ( tit r.'1) Pond Floor Slope Sod to Tny of Drywall or Maatkt an trona 3o\Ms MIDILOME 8TH ADD. DRAINAGE DETAILS 25 V' E.letins I1 /w VARLCS 2% Y. 4.3 %,_ ' SIDE: TTPC ' A" PORrlANi CCMCNr CORONETS CURB, 3PORAwC CD ✓Nrr STRNPARD. 5 ww u OAA 1M4 LC SJVALC • Toe Of SOO WALE .42(9 To Al Sasso Sr C4CM NOME B✓ /LOCK. New RAN 10' Li rl' ■ 70, 5dw- E 1 ( `Dr yweO _ -_J Fue•aw !Ike S impson Engineers, Inc. CINL ENGINEERS d: LAND SURVEYORS N.909 ARGONNE ROAO SPMANf. NA 99212 Pr 926 -1377 'L I DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 13' Top Garb rTroositton ) d _ WI MOTE Electrical Power Transformers sb.11 be a w a .w' e4 to f eat from drywalls. TYPICAL DRAINAGE SWALE AND DRIVEWAY • \3 Cates* Concrete Driveway 6atttr ti,t L L D eways, CA.rb Opcn,n5s, 8 DE1MIL " H 11 . TYPICAL SECTION : DRAINAGE SWALE, R/„ 7' 10 ' 8.5' S • d c Top of D ri vew� , 4 I I yot 06 T1 now" ! tiff - o ,f ta. \ --Coon de 5wde Bottem ' Caro STA. 4 +30 TO STA. 5.05, 38TH AVE., Lett STA. 9+00, BOW/DISH RD. , Right to STA. 0+79, 38TH AVE., Left STA. 0444 TO STA. 3 +43, BATES DR., Left STA. 3 +59 TO STA. 4 +21 , BOWDISH RD., Rt. lo' l0' DETAIL "En 4' WIDE 7' NO SCALE es' • Nor,nal swlc slope 00161 ft DETAIL . lr F 11 • =.DETAIL: TRANSITION' IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS - .Drlacwes a Corb Openly Trans ;t iow Vsr,es ' LOT 5, BLOCK I LOT I, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL 11 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 1 Electrical Tower Tren tormsr • // Gor,L. Garb /lPavalwerrt MIDILOME 8TH ADD. DRAINAGE DETAILS Curb a \e eclat?, curb cut Cswcreta Curb ' Sod wale Bottom % :% 5lape,.nla / 5 Slept,wlno. • frorwtoy of driveway to Sott+m of ovals - n • 1. • 0 DETAIL "Gll Slope. \2 n 0^1n.1 Downfrorn Goiter Concrete Apron for lensth of curb ut (sod :'widtt 4ih%ck) . AIM NM Garb Cv+ L- Asphalt Slope Breaks DETAIL: CURB INLET TYPE 1 DETAIL 11 IL " - -Ease•went . Swalea • I r Iclw Liwa� " Electrical Power 1 ,'ta^�, Transformer � Conc. Garb - l.— Strati (Asphali Paveine rt) Fwnded 1946 . V impson Engineers, Inc. CPAL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAO SPOKANE. WA 99212 PH 92R -1322 AN' NUE • 1 Cons*ruc.t Drw ewa� 6 9 Invert Elev. ZotG — DETAIL "E 4 r" /i /J )Y / v • / 4, A ?P ( / � 4 : b o t(?IRES 7:17195 Transformer Detai1"1*3" / 4.1.471 = I1:Dko M E 178TH coR6 ME ADD: ..LOT 75 BLOCK- 2_..__ RECEIVED _ SCALE I 20 ,1111 2 3 iggi r4AY 15 ; 19 9 3 SPOKANE COUNTY MOW R 20.0+0 T I y.M 1044 S impson Engineers, Inc. GVIL ENGNEEHS k LAND SURVEYORS N.909 ARCONNE ROAD SPOKANf. WA 99117 PR 976 -1177 £#PAAML 10' • G.aai • Concrete Curb Inlet typal Spokane. Co. Sid. R/• ID pia r /MG PAYLMLw7 Curb Cut 8'deeP I rby Aik G:I 9 °Pe 1 POR7LRM0 Cattail' CONGAS)! CMCS )r!f SI' Ci eitr S7ANM2D r DETAIL MAN TYP, 'AL ROADWAY SECTION (NO SCALE) CC Fow �OZIA W., DETAIL MBM TYPICAL SECTION BOWDISH ROAD ( NO SCALE) Q� ASPNALr CD IRUTE PArfM(Nr CLASS 21 COMPACTLD DSPTM ... CDVrfwr 3442 70 TN 4 C wsoor. Inc.) G CRWNLO S.Y,QCIMD 70? CDURSt, COMPRCTLD DLPTN (wsDO r .inc ) DETAIL "C" A1r.A[r CrQCRJTf PAVEMtwr CLAM'S; t C.MMCrt9 SLIT. AsegAIr CDV7Lwr S1/4% rD 6:4% Cw.s. D.a.r inc.) CR✓3NCD S✓RA4CIA4 )op Co✓ASC . C CoMPACTLI ping C w.s.D.D.f sac) 20 2 ' - DS78 30' TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of carih berm (3 *Atop) Corsr•4 with 9r•ts sod 1 1 Slope min. / 3; I Slopt me.).. Cup VIEW : fro.. top of bcrmto bottom, of swot.. DETAIL DD ° .208" POND SECTION DETAIL MOT TO SCALE C o dLL I �8 .. .. Var :es 5' Dry, / Line Pond wWY Gr f Grose Sod (Drywall\ /S Bock and Sided o4 '2o(' Pond to be k tyke.- then pavennenf Slde t • 2O8 Pond Floor Slope Sod to Top of Drywall or Mostit an 2.posed Jo \niS MIDILOME 8TH ADD. DRAINAGE DETAILS E :etlny R/w TTP( 'A' Po/AANS CL.vlfwr CONCR1 CUNM, SPDagwf CO✓Nrr S7gsaeRD. SIDE: L fwu LS9Lf• )SPOT a00 WALE ( aa/AI[ eME B TI l2 .50,421. If CAW NIM[ ✓ /LOt I. 2-1/54, y R IIGT k ECl s1 471 „ice ■ ..Ji.'.fS 7 9S ' DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 10.0 5.5 I \.51 1 u.ws ./w 4 . impson Engineers, Inc. CINL (NGNEERS k LAND SURVEYORS N,909 ARGOrNNE ROAD SPOKANE'. WA 99212 PR 926 -1377 Top Cat DETAIL l F " . DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS TYPICAL SECTION : 13' f e • W o.os B ID' Casket* Concrete Driveway 13 - Drlvawas i Carla Openlns ' 3 . Tranait DETAIL. ° H " . DRAINAGE SWALE, R/ Top of Driveway 4 V _ • Transition Var Latter line LL D *; twey5,6' . Garb Openlnys, B. 10 1.5 4' WIDE rT /fT Ltiu� t . '"" — Swtle Bottom STA. 4+30 TO STA. 5 +05 , We AVE., Loft STA. 9+00, BOWDISH RD. , Right to STA. 0 +79, 38TR AVE., Left STA. 0444 TO STA. 3 +43, BATES DR., Loft STA. 3+59 TO STA. 4 +21, BOWDISH RD., Rt. W 13 NOTE: Electrical Power Transformers Slksll be a'minimum of to feat fr.. drywalls. DETAIL "E" 'TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY `Concrdc Caro NO SCALE RIw 6 Smolt Bottom • LOT 5, BLOCK 1 DETAIL " ELECTRICAL TRANSFORMER. IN DRAINAGE ' 10 , - 1G' .. - LOT I, BLOCK 1 LOTS 6,7,B,ond 9, BLOCK 2 LOT 1, BLOCK 3 SWALE Electrical ?.war Transformer / Cone. Carb r ?o.,cmen* MIDILOME 8TH ADD. DRAINAGE DETAILS Cade p, curb cat Concrcta Carb C1 St.pe,min -/ 3:1 Slepa • frown of driveway to bottom of smote DETAIL tGe Contra Apron for length of carb cat (and 3 wide s 4 thict -) - . 4 . AM a .maa�as.wm sossswas• Carla Cat �, Vtries \ V � / ' c — A s p ha lt 'L. \ )I T --51ope Breaks DETAIL: CURB'INLET 1 I EXPIRES 7)17. 9r DETAIL "J" SIoPa 12a (vain) Down from 6rtttr . `Eastman* \ / t R/w Lined Electrical Power 'Tran.4er nee L conc.Cart. r 1-- Strest (Asphalt Pavement ra maw m.e 'or impson Engineers, Inc. CIVIL ENGINEERS & LANG SURVEYORS N.909 ARGONNE ROAD SPONANE. WA 99212 PH 925 -1377 d no 34- 3 3 lfl P dy 6 d 6 t o i (� k9 3 t 0 0 v 1 — TrosSformer Deto, \0.1.A. " o' ' s 10 1 11 YfA 13e.S I MIDILOME 8TH ADD: -G BLOCK -2 RECEIVED JUL 2 3 1Coa SPOKANE COUNTY ENGINEER SCALE I "= 20' MAY 25,1993 aouleo Iow Vimpson Engineers, Inc. OI VII ENGINEERS 8 LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PN 926 -1372 10' /e• id go /o s p! rr• 13' PORTLNNO C!M:NT CONCRSTf CN[S Weil" SAaRA.rL Cowin STRNMRO DETAIL "C" TYPICAL, SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of caiT bcrm (3'wids A top) cov•r•d with yrAss sea Garb Cut eau. • Leans • 1.4147040 PAr AM! N T7 Concrete Carb2dat Typal Spoleane. Co - Std. Rh e n/ DETAIL "A" TYPAL ROADWAY SECTION. (NO SCALE) c. 35 oz 10 nin A Sf /ALT CAVCRLT! ParlstsNT Ca AJI' 01; a"CO mfALT[O O[frs R SPNRLT CONTINt 54 Tb b4:4. CW.S. D.O.r Sf[C.l CRuswtO SORAK/NO TOP COURSE . COmPNCTLa O[FTN CW.5.o.0.r s,e..) DETAIL "0" TYPICAL SECTION- BOWDISH ROAD t ( NO SCALE 2 4sPNALr CO I R(T[ PAYCmSNT CLNSS sB J r Type B A s POR7LAN/ CLMCNT CO.NPACT[O DCPTN , , 3NONLT coNrewT S44% To CONCRLT! Cuss, SPOANN€ 6%170 C WSOor. SPCc.) COUNrr STRNAWRO. L" CRUJNra SONTNC/NO TOP COORS(, COMPecTi0 DCPTN ( W300 JPCC ) 7' -0 o dLL Vanes Drywall Gratz ( Drywall ) • MIDILOME 8TH ADD. DRAINAGE DETAILS otve_ „r l l Slops,min. / 3;1 Slops, mwM1. ENp VIEW from top of bcrm to bottom of awM• DETAIL DD • "208” POND SECTION DETAIL MOT TO SCALE s' 6\o \- Pond Floor Slope. Sod to Top of Drywall or Mastic an E.postd Jo as n('J , baistiny R/w Back and Sides of 'Toff Pond to be. b196er *ban pavernent 5lde• SIDE: r`l � ' ut Slope, n l n. l RAu 13 ir E £WALL ri SMRLL• roe OF a ADO IT tam as'! t SO4W! tam N041C BU /EDGE. ' Ntr R.CY 3:1 51opc,m.J.. F"1 DETAIL NON TYPICAL DRYWELL LOCATION NO SCALE 10.0 1 rPryrell 1oun4d GW 1 ' impson Engineers, Inc. CIVIL ENGINEERS do LAND SURVEYORS x1.909 ARCOIUJC ROAD SPMA11(. WA 99212 PH 926 -1377 Transition Top rb1 t TYPICAL SECTION: DRAINAGE LSWALE, 4 WIDE FI J a l l l_ W 0 13 ti e U Ea s W' R/ ' SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE' - 0 Cowin+ Concrete Drnew•y DETAIL F ,I Varies 1 Gatttr Gnat, _ Lt-171-1 twtys, G' . Curb Opesints, B' DElall. " 11 " 6.5 4' 1 Top of Drivewsy "•G'7 t +GT O.Dl Ifr /Fr. —:// 0.13 Fr1 D111t Swaae Bottom 7 ' 10' STA. 4+30 TO STA. 5 +05, 38714 AVE., Loft STA. 9 +00, BOWDISH RD. , Right to STA. 009, 39TH AVE., Loft STA. 0444 TO STA. 3 +43, BATES DR., Loft STA. 3 +59 TO STA. 4+21, BOW/DISH RD., Rt. I I I Or.,nase. Swale. W I NOTE: Electrical Power Transfarwar s11t11 be a samisen of 10 fast fro drywalls. 10' 13 OE TAIL m �CCa etc Gw b 7' Worms% Sw \e Slays LOT 5, BLOCK 1 ?DETAIL TRANSITION IN C URB AT DRIVEWAYS AND CURB OPENING LOCATIONS '. • Transit son 1 I T T_ I Can Swat Botts.. Cur 1:\ 51ape,min. / 3:1 Stapeones • from toy of drlrtwt5 to 607.1..4 suola LOT 1, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL ,I I „ ELECTRICAL TRANSFORMER IN . DRAINAGE SWALE 6144irice% Fen.- - Ireneerste - -Conc. Curb if . rParamant ' ea MIDILOME 8TH ADD. DRAINAGE DETAILS b 16 4 deep, curb cat r DETAIL „G,I Concrete Apron f 51ape 12:1 (.•; n..' . lenstb of Garb wt / Dow.4rom Gutter (and 3 wide a 4 thick) ' � A Curb . (Garb Cut! - 1 varies \ \ 1 ASp1,a t -L Store SreaK J • DETAIL.: CURB 'INLET TYPE 1 • DETAIL "J" • _ • 37 Easement . t d Swsle1 T' • / A/w Ling ' Electrical Power 1 LLLL�JJJJJJ y.t Transformer I Iite7 t L cane. cars Strt.t (Asphalt P.veweni -l roses' 1246 • S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SP01(ANr, WA 99212 PH 926 -1327 8 _SCALE 1 =20 MAY 25, 1993 Cons*.nac,t Double Barrel Drswell Type B Metal Frame r Grort Type 3 S tcL1t l&' 25 el it Top of Grate, 2ol\sa _ • DETAIL - °D` 43.17 o9E 1 i a N skr v . o,u) 0�2 - 3 O1 OJ G � r\ 'r Jt 6 � F Sr e ' O E a ts e- Lq Lo / e P o` �aE Ga a ae \ ec 6 -4 44 ' S I B 2 0‘ MIDILOME 8TH ADD. LOT -1 BCD( 1< I :::awes 7 n: 1 co .4.1\ e ' ? " . r1 e' �, � . o e1 0� c 5 xr 5t' Xoe � e `� e L! "); A ° JUL 2 3 1993 0 SPOKANE CWNTY ENGINEER ti' impson Engineers, Inc. CIVIL ENCINCCRS It LANG SURvETORS N.909 ARCONNE ROAD SPhuNI. wA 99712 Pn 926 - Ill2 2 Je la /O �oJ _,_otte n / rr 4.0.41.4 PO4.7L4H0 Ca.Jjw I Co.,C417( Can 7rP('R' Stan NM( Count Srasa40 Curb Cut 13' Jeer 13 GH7146 PAVLMtnT7 END VIEW I Rh. Concrete Curb Sala* Type' Spate, Co. Std. r TY P,JAL 2 5 DETAIL "A" ROADWAY (NO SCALE) ti AS4114L1 CWCRET( PATLMLNT CIAJJ'S 4 4L/TN AJPNALT C4✓7INT sty.% To 6.4 h r W.S. D.O.T inc.) CROSN(D S✓RnICIN4 TOP Coast _ L COM PACTLS D(NN ( W.S.D.O.E JPK.) DETAIL "a"n TYPICAL SECTION BOWDISH ROAD C ( NO SCALE) 20 1/44H2s al N•t' . _ _ - -- —_ - -J 2' AISPNRLT CONCRETE PA✓!M(Nr CLASS S� COAIPACTIO DEPTH . ASP S44% To 6 Y.z C ws4Dr inc.) CRLogLO Su4YACJNO TOP COORS!, COMPRCT(D DEPTH L WSOOT - Inc 25 DETAIL "C" rypicAt. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 'Top o4 earth berm (3 61 lop) c"Var•4 w11h 9r•$S 404 ' 1:1 51opa ,min. / 3:1 5l ops, maa. Fro". top a4 berm to bathos a4 swm, DETAIL DD "208" POND : SECTION DETAIL NOT TO SCALE Varies Drywall Grote (Dr ywall , Bock and Sides of 'Zoe Pond to be. hlyhsr -then pavement S %4• 5' 4' \---'2013 Pond Floor Slope Seel to Top of Drswcll or Mosilc oos trosed Jolnis MIDILOME 8TH ADD. DRAINAGE DETAILS 3o SECTION 25' E •leflns RJw VARICS 2'L s 4.5'6 A L TYPE 'A' PoR)L ANi CfwrtsT CONCRtTt CURE. SPONNNE Caugrr STAHPAAD. SIDE to L .3 ORAL MIOE S.✓AL(• To/ OP 300 EWALL ARIA TE If SAADLE Jr (ACM NOME BWLDIE. U 3 :1 51opc,rnaa. 3' 1k74 l I Stopa,oi n 10.0 lv.Cq 19•e Santa DETAIL " TYPICAL DRYWELL LOCATION N0 SCALE � t�Dryasu S impson Engineers, Inc. CINL ENCINELHS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKAIIr. WA 99212 PR 926 -1322 TYPICAL SECTION: DRAINAGE SWALE NO SCALE Levant Conerete Driveway DETAIL IlF DETAIL: TRANSITION IN CURS AT DRIVEWAYS AND CURB OPENING LOCATIONS TYPICAL SECTION Driveway 4 Carta ope.la3 •, 'Trenp : t'.en Trnns Vwr:es ' 1 6atter 1:ne E = / or., y c swate - e1 I :. NOTE: Eleetriest Power Tr•ansferners Chat( be a. w. :moan of ID fact 4reew drywens. LL Dri eway5, 6 C.srb Opc. nys, 8 DE1HIL ° H DRAINAGE SWALE, 4' WIDE � � 1 E a 10 3' r• o.+ T p f Drlve woy 4 I ye 0 r f. /H . :LIYG� /f 0.1133 Fl 17ey♦ f.11 `C pricy de L Swde e•otton Gorb 7 STA. 4 +30 TO STA. 5 +05 , 38TK AVE., Left STA. 9.00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Left STA. 0+44 TO STA. 3 +43, BATES DR., Left STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. DETAIL ".1" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical Tamer Traasfor ewer Canc. Carb — / tevenant • " E a Swale Bottom 1:15t.pa,w.io-/S' I Slepa,owa. , 4roew tsp .f dri•aw.y to batten of •wwk T LOT 5, BLOCK 1 MIDILOME 8TH ADD. DRAINAGE DETAILS AND DRIVEWAY Concrete Apron 40r lanyth of curb cat d 3 wade al . a.' .a..�.s.s.w __ Cwb C..t Vents \ l • ..- Aspttalt \ � Store Wreaks DETAIL: CURB INLET' TYPE 1 LOT 1, BLOCK 1 LOTS 6,7,8,and 9, BLOCK - LOT I, BLOCK 3 4 deep,Carb eat Concrete Carb DETAIL ° G" DETAIL "J" Casement t • / Mist �inaJ I 1 Electric.t Power I i to '• Transformer I CConc. Garb � Strui (bph.lt Pavement) Foundp 1940 • S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARCONIJC ROAD SPOKANE. WA 99212 PH 925 -1322 9 _ SCALE I = a MAY LS 1 1493 Construct Dr weway — .Sxwert EAeM. 20 \2 DETAIL" H .1/4F" ix-was-former Detail "S213" 'BATE S l6 0l? 1\/ E SO. 8 8 MI DILOME 8TH ADD. LOT -8 BLOCK - 2 7 RECEIVED JUL 2 3 1993 SPOKANE COUNTY ENGINEER i l .."..., !G ti S impson Enyineess, Inc. ' CI91L ENCINEENS k LAND SURYEYONS N.909 ARCONNE ROAD SP(*Artr. WA 99212 Pn 92.1 -1322 IO • ID LcT 17, 13 • ire • R/w PORTLAND CEMENT C.QCRETE C.n TTIE a" SEON AM! Co wrr STANIARO CR14rm0 AevLMEN T7 G" CRUl deo OLPTN DETAIL "A" TYP. 'AL ROADWAY SECTION (NO SCALE) Cr- 25 ,oz7e eV., AS/NRLr °INGRATE PAYLMENr CL Ail " d'LOMPRCTCD pt,rS ASmNAIr (AvrfNr 14,.% To dad% (10.3. D.O. T s/EC.1 CRUSNCD SuRMCLNa Toy COURSE - G "COMPAC DE/TN Co/4.0.O.r iris) DETAIL NB.. TYPICAL SECTION- BOWDISH ROAD E: ( NO SCALE) 4 10 Z ASPNALr CONCRETE PR VFW CLNSS 'B COMPACTED DIPTN , NSPAOLT COVTENT SLAT% To 6:6% C wsoor. sPLc.) Suatac two Tar COURSE, COMPACTED ( WS DOT JIIC ) DETAIL "C" TyPICAI. SECTION: BERM ACROSS DRAINAGE SWALE No SCALE Top of i.rth berm (3'v.ids .T top) Covsr•d wHh yr.ii iod -" gate 1 P Curb Cut` \ \ 1 ENp VIEW: r�� y - cq— Concrete Curb Inlet Typal Spokane Co. Std. 1:1 Slops,mnn. /311 Slops from top of Dorm •to bottom of 9w66.. DETAIL DD ° _208" POND : • SECTION DETAIL NOT TO SCALE • 5' ■ t 'ZDB Pond Floor Slope 5od to Top of Orywell or Ma6i■c as Eposed 3olnts MIDILOME 8TH ADD. DRAINAGE DETAILS is' to -414N B/w I VA R IC5 21 e a5: iheemoommo Bock and 5;dee .4 'toe Fond to be. hlgber ♦hon ftwennent Stile' S TYPE 'A" PORTL ANA CEMEN CONCRETE CURS, SPORNNE C OUN Tr STANMRD. SI 13 New RAv I 3: 56.16.,meL.) h 3' i II SIops,min. Wit S .,•u ORAINACS SCALE r To/ N SOD Sweatt AALA Ti 21 SPADES IT CAL, NONE OW/LIMA. vny 1166 2 r� 41v*ai I DETAIL ° D N TYPICAL DRYWELL LOCATION NO SCALE 16O' I- Dr Vimpson Engineers; Inc. CIVIL ENGINEERS N LAND SURVEYORS N.909 ARGOrNr ROAD SPOaANL WA 99212 Pn 97f -1377 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 5' Top Curb 0 F 5 "frsnsitwn TYPICAL SECTION: DRAINAGE SWALE, EI j' s 10 13 5' NS Top of Dri w 4ot _ o 1 u� no e e role 5wate Bottom Cart. STA. 4 +30 TO STA. 5+05, 38TH AVE., Left STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 35TH AVE., Left STA. 0444 TO STA. 3 +43, BATES DR., Lett STA. 3 +59 TO STA. 4+21, BOWDISH -RD., Rt. DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE 'to' • E is . i - Ora :nya Steak WI _-_ 'TYPICAL'SECTION DRAINAGE SWALE AND DRIVEWAY ... NO SCALE ._ Who R/ 10' 1 3' aonss rt /ft. a1 d Gotfl fv ?not Cement Concrete Dritewss . DETAIL „ F „ War in Y Transition L L eways,4' Gutter tine Curb OpeSmse, DE1AII_ II DE "E" 4' WIDE B • I .5' Norma% fade Stoic LOT 5, BLOCK 1 LOT 1, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 Electrical Timer r / Transformer Conc. Curb if-Pavement eteetr :cal Power Transformers shell be s miniature of 10 feat from s.ell•. SWALE MIDILOME 8TH ADD. DRAINAGE DETAILS G deep, cur cut Con Curb Sw+la Bottom 1:1 St. t,valn - /E't Stope,mas. -iron. fop of driraway to bottom of aw•le. Concrete Apron for length of curb cut (sine 3 ride a 4'fb:ce.)A .aaar.o.nv. I 7f/ Wsr sa \ � 1L sto Stubs- DETAIL: CURB INLET TYPE - Curb 0 r 15' DETAIL HG,1 `c%PIRES 7/17' Pr DETAIL "J" d s J Slops tilt (min-1 Down from 6utle-r • `E os a•nenl 1 • d .. ... .. 4 swele 1 � — _7— t r l • 11 W Line ✓ . r 1 �..� E.\ P Tr a ns lectric form ower er 1 ito3' Cent. Curb Streat (Aspball Psveec..t) -�� rmnaM 194 Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99211 PH 925 -1377 1 X25 K 0 2s I R =2A 5 =19,90 L =31.3L 19 15 _ 9.66 s' J 1= W Q s o L 94,13 30 �jU1l-DIN6 DErA1L H¢.F COnStr Uc* — Q Driveway Invert Elev. a- 13 DK-AfN 0 c3erv1 L BATES DRIVE 10 _ BCTN ADD. .0T=9 BLOCK -- 2 CURLS LINE Construe-* Dra\na9e Swale 1 4 w;de C�roae follows top of curb DETArU "H" c IOI 4 56T8ACK I 7 7 9 r EA` -EMENT rn S impson Engineers, Inc. CINL ENUIJLLRS k LAND SURVETONS N.909 ARCGx+C ROAD SPORAnr. *A 95212 Pn 926-1322 _SCALE 1 = 20 MAY 25 1 199 3 Travis , Detail Z'3 lo f nc _ nnlr --1 s.n�. . PORTLA✓D CLMLNT CONCRLIL U4(47 TTfl:a' SNw A.Vf Cem✓Tr STAMMRD 13 R/w LL/JTla4 PAvLMLNT Concrete Curb Ulm/ Typcl Spoken. Co. Sid. TYPICAL DETAIL "A" TYPAL ROADWAY SECTION ✓ (NO SCALE) 25 1e ^e! .02la rv.r ASTNAJr CONCRRt PAVSMf.✓T CLAJJ f COMPACTLY DlPre ASrNAIt CG✓TtNr 54'.% To fad% W.S 0.0.r SILO./ CRUSNfo SURMCING TOP Cement . C CDMPACTCI PLPYN (W.5.D.O.f seat) DETAIL "9" SECTION- BOWDISH ROAD ( NO SCALEI Z MSPNALr CDNIRLTC PA reMCNT CJASS 'B COMPAC TLO OLPTN , .9SPORiT 344% TO 614% C WSOar SPJC.) CRUanfa SaPtACI ✓G TOP COuAdf, COMPACTLO OfP ( WJ DOr JPMC DETAIL J1 C" TrPIC4Ie SECTION: GERM ACROSS DRAINAGE SWALE etp VIEW: 140 SCALE Top at ostth. bsrm (3 st top) covar•d with srsts fod El 1 ;1 Slops,m;n. /311 Slops from top of bares to bottom of $wslc DETAIL DD "208" POND : SECTION DETAIL NOT TO SCALE Bock and Sides of'zo6 Poo to be kigb.r then roven.eot Side' MIDILOME 8TH ADD. DRAINAGE DETAILS 1a• • Olio r%rr Slope Sod to Top of Oryw.11 et- Mastic ang tposed Soto /a Ls' As i. w 10 TTPr 'A' PORTI ANI CLMfNT CONCRITS CUAB,SPORRNf COUNT,' STRNMRO. S IDE: Rho 10 UGC SNY A✓ JWALf 1 )1P Or S £ s (ACM e rY -O 21 3194,70 3194,70 IT LAW NOoN! ! B✓ /tDl4. 3:1 S1opc,mss.) 10.0 F 1 I % 5Iops,min. DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE ru as 1944 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 /.RGONNE ROAD SPO*Aur. WA 99212 Pn 926 -1377 Top Curb `tl 1 Transit i.t. 10 Ceweet Concrete Driveway DETAIL I' DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drmew.y t Gutter tw.tJ Varies lit LL Dr wewas, 6' Curb Opcnlnss, B' DEIMIL HH11 TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE R/w 15' T e 10 nun f Top of Driwewa{ IF 4 I yps 0.06 T �7 0 I ft/fl t 01 `Col.cr 61114 5wa1c 8oltom Caro STA. 4+30 TO STA. 5 +05 , 38TH AVE., Loft STA. 9.00, BOWDISH RD. -, Right to STA. 0.79, 38TH AVE., Left STA. 0444 TO STA. 3 +43, BATES DR., Loft STA. 3.59 TO STA. 4 +21, BOWDISH RD., Rt. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE /Lbw 13 OETAIL_ "En 6.5' Normal Swale stop. DETAIL "1" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 1e J � - yDra:naye Stools 1 1 NOTE: Electrical font Transformers Sba11 be a von.wam of to feat {rsm drywalls. t' MIDILOME 8TH ADD. DRAINAGE DETAILS Code p, curb cot Concrete Curb Swale Sott..n I:\ St.9t,m4n. / 3't % Slope. mo.a. {rove top of driveway to butts.. .4 •wa4 Trans LOT 5, BLOCK 1 LOT I, BLOCK I LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 Electrical Power Transformer • / Cons. tart. / Pawewerrt Concrete Apron far len of curb eat (a...1 3 wide e thicK) DETAIL 9lGn • Curb Icars c..t I V ar aS i \ V 1 Mort Snobs J DETAIL: CURB INLET TYPE 1 DETAIL "J" d X d Slops 12 :I (min Down *frown 6uttcr - Eascrunt 0 / ' - Silo Lint I r1 +\--•- Electric•) Power 1 Iz to3 Tran.for war 1 `C•ne• C,rb - 54rtct (Asplull Pavewern) - � . I tund.d 1946 1 ' impson Engineers, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARCONNE ROAD SPOKANE. WA 99111 P11 926 -1777 0 0 1 01 0 0 m 20 25— TYPE B DErAtC Dou6LC 14 EL TYPE 3 CRATE __ rop c.F G.r c 201 Si-a_ 3395 33'_1 -- - Con=t uct C Curb opening w ;de. , '" deep Sta. 3t 89.94, 25' R I nv ert E \ev. 20 \2 DETAI 'F,4,116'1 as' R =. 7-0.00 t_ =. 2_0. 10 L = , $7- s>I DATES t SCALE I = 20 MAY 2-5 _MI DILOME 8TI-1 ADD. LOT I BLOC K DRIVE CUR C3 LINE Transf or mer peto:6`Ir3" RECEIV.D JUL 2 3 jgg9 SPOKANE COUNTY ENGINEER im pson E I nc. CINL ENC,NEENS h LAND SUNVETORS N.909 ARCG+E ROAD SP6ul1I, WA 99217 Ph 97A -1]77 SION ARE Curb Cuf « deep PORTLAND CIMINT C•NC*ETE CM'S Urea' COLavnY STANDARD Ll/JTLMO PArLMLNr ENp view: rl y` ( ' 4; e o Pe Concrete Curb InIH Type! Spoken& Co 54d. � a _O ierr/rr AY r DETAIL "A" TYP, 'AL ROADWAY SECTION (NO SCALE( ' 0 d LL e l xa ES Le' (Pr well I_ __J TA- ?J u. )'n T.L' ti _wee rrt. ASTNALT CONCR47E PAYLMJMT CLADS'S !`COMPACTLY alert ASPHALTCOYTENT EM% TO 646 CW.1. D.O.T SPEC. CRusw(D SusbmcmO TAP COURSE C COMPRCTCI DINS (W5.0.0.1' SPEC DETAIL "8" TYPICAL .SECTION BOWDISH ROAD ( NO SCALEI z NSPNALT CONCRETE PAYEM(NT CLASS 'S COMPACTED DEPTH • ADDAX/ST Lassa S44% TO 6 s% C WSODr inc.) CRC/ANIS SU4rfCLNO rap COURSE, COMPACTED DEPTH (WSDOr JPEC 75' DETAIL NC" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of calif. harm I3' 44ida .T top) C0Var•4 with 9ra ►o fad l' 1 51ops,mie. / 311 5lops, max. From to of bcrm to bottom of Masla DETAIL DD "208" POND SECTION DETAIL MOT TO SCALE L � 8 PLL Varies � 5� Or Graf.. Llne Pond ltk Grate Gress Sod VARIES Z% s a.SY Back and Side• ef 'Zee fond to be kl tken pavtrnant Skit& 4' MIDILOME 8TH ADD. DRAINAGE DETAILS S \ \._..r2off Pond Floor 30 Id Slope Sod Color of Orywdl or Moetic any £posed Jolnls L5' a('4_ i .S En:et■n R /ln SIDE: 0 R/✓ TIP! A PORTLAND CCMcNT CONETE L CURB , SPORNNE COUN STANDARD. to '11 10 16lna fw ° A ag ALfr Td SO SOD S ✓ALC L! AREA Ti L0 SAW, Sr CALLA NAME BU /EDLR. ►►WT �• kecisroL® - 1 ..;a:7.s 11; 9c • 3 :1 51opc , m.a. I 3' I S fJ DETAIL IrDN TYPICAL DRYWELL LOCATION NO SCALE l oo 5.5 IrD 5 n.•ar L '' impson Enyineers, Inc. CINL ENCINE(R5 k LAND SURVEYORS N.909 ARGOrNE ROAD SPOKANL WA 99212 PH 916 -1322 Top Carlo "Transition "Traneit;on e- TYPICAL SECTION 10 es' Gatter STA. 4+30 TO STA. 5 +05 , STA. 9+00, BOWDISH RD. , STA. 0 +79, 38TH AVE. STA. 0 +44 TO STA. 3 +43, STA. 3+59 TO STA. 4 +21, 13 - `TYPICALSECTION: DRAINAGE SWALE + U E u e W 0 . 0 8113 f Ceoea+ Concrete Driveway DETAIL 4 sl Sask. ... WI 85' NOTE: Electrical Power Transformers shall be a w.inio on of to feat tram drywells. 10' e 13' ETAIL: TRANSITION IN CURB AT DRIVEWAYS AND. CURB OPENING LOCATIONS - Driveway 4 Cat Drains , • 3 3 Varies I V . Pr; coleys, Co' L Carb Ope.inys, 8' DEIMIL "14" DRAINAGE SWALE, R2 f I T n W Top of Driveway Swale Bottom DETAIL "E11 NO SCALE • Normal sash slope Swwlc So Transition 1 1 T 4' WIDE `Concratt Caro 38tH AVE., Lett LOT 5, BLOCK I Right to , Lett BATES DR., Left BOWDISH RD., Rt. DETAIL 11I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE • Electrical Power Tranefor mar // Coot. Carla /lPevemant MIDILOME 8TH ADD. DRAINAGE DETAILS LOT 1, BLOCK I LOTS 6,7, 8, and 9, BLOCK 2 LOT I, BLOCK 3 AND DRIVEWAY 1 :1 State. ,min. / St 1 slept, tnwa. fromtop of driveway to bottom of swats Concrete. Apron for length of carb cat (a..d 3 a4tbic4-) Carb - 0 G dee r, carb cat Cantata Ca rlo "r %9 DETAIL mGl. • slope AZ:1 Lmin r Down Iron Gattcr I Lurb G.ti \ F Var:ea \ A•pbalt -" •51ore Drools - DETAIL: CURB 'INLET TYPE J +. EXPIRES 71171 9r DETAIL "J" e e o. Easement • mooed 1945 f - • 1 e- C Sedate-- 11 T 1 yJy /� •A,. Line- • • YI I I Electrical Power I LLL-- -JJJyL o ;. Transformer t � Genc C.rb ``— Street (Asphalt Pavement) S impson Engineers, Inc. GM ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPDRANE, WA 99212 PH 925 -1122 r'PROPERTY LIME ,, :fl 106.03 BATES QR■VE ,-TrahsEormer petal Vt43 CURB RECEIVED JUL 2 3 199 = . h ' I I D I LO M E 8TH ADD. LOT - 2 . !P IC - E NGINEEfi I�igti IpM . impson Engineers,. Inc. CPC ENG■ECHS h LAND SURVET0H5 Ja.909 ARGOIJIJC ROAD SP(IAMII. WA 99212 Pn 97n -1327 S'4t Cut Curb C ENp VIEW : Concret. Curb anted Typal Spokane Co. Sid. f rLe PoATLAND CCMCNT CONCREIT Cues TTPE s SPDAA.vf CLNwrr STAMMRD EuiTLMG PA✓LMENT ) Sr Pe DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) 1 0' 25' f• OZ TB rr /e. AS/NALr CaQCROE PAYEMLUT CLAJI'a; . LDMPACTCD DEPTH AJ CGYTENr AA % TD ti:A% (W.1. D.O.r sflC.) CRUSHED SUAMCNYO rtP Coast C COMPACTCI DEPTH C )/K.) DETAIL "8r' TYPICAL SECTION- BOWOISH ROAD r ( NO SCALE zd Z As/am/41.r CONCRETE PA✓EMCNT CLASS - B COMPACTED OEPTN . ASifRLTCoNTEA? SD4g TO 6 TNZ C ivSDOr, Inc.) L" CRUJNEO SL.NTAC /NO Tar COURSE, COMPACTED DEPTH ( WJDar Inc ) 25' DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE - Top of earth. berm (3'wids .1 top) Conrad with 3r.iis fed 1.1 51ops,11in./ 3.I Slops,me.R. from top of bcrin to bottom of swot.. DETAIL DD "208" POND :'SECTION DETAIL NOT TO SCALE yLL Drywell 6rafe (Drywall 0oek and Side* .i 'Tog' Fond to be. bigber item (1rve.nen4 Slde' 5' r A.. "ZOB Pond Floor Slope Sod Forayy oc Drywell or Moshe Ors Ep05ad ❑o MIDILOME 8TH ADD. DRAINAGE DETAILS zs' E tatin9 Rlw '.5 TTPE A" PDRTLAN/ CEMENT CONC.ETC CORE . SPOAANC C DUN re STANDAAO. SIDE: r3 fw l DRIW.OLSMALE• .a SOD L .r SOWALE A.EA AROLR Sr CACA *DMZ BU /LOta GS. 10' 1 DETAIL rr Drr • TYPICAL DRYWELL LOCATION NO SCALE 160 te-D1-yre4 rn..a.o 1140 S impson Engineers, Inc. CML ENCINEEHS is LAND SURVETORS N.909 ARCC.4NC ROAD 5PONLIIr, WA 99212 Pn 926 -1377 N TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' 0.0853 PT. /.t o m O.DISI t. MeemY A .orae. Cement' Concrete Dnv*WSy 19 DETAIL N E w DETAIL „ F" -DETAIL: TRANSITION IN CURB AT DRIVEWAYS - AND CURB OPENING LOCATIONS ' Dr'a.wa a Garb Dpanl„y .. J, - . .. Transit:an Top Curb 13' Top of 6 Drive • D 7 . 1 .r . 13 ' butter 11ntJ Drl eways, Garb openings, 8' Varies DE1MI� „ H„ TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE R /w o -o,a1 8.5' T /fc w� �Orainye Sw.k e Y I . NOTE: Electrical Power Transformers shall be a aniaimun of 10 feet' 4r.m drywalls. 1 u LL 1.5 Swale Settem STA. 4+30 TO STA. 5 +05 , 3B7K AVE., Left STA. 9.00, BOWDISH RD. , Right To STA. 0 +79, 38TK AVE., Left STA. 0+44 TO STA. 3 +43, BATES OR., Left STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. DETAIL „I„ ELECTRICAL TRANSFORMER _IN 10' Translti.n \- -C crate Carb DRAINAGE .7' I 8.5' Normal Swale Slope. 1. Swale Bott..n 111 54pa,min. / 3' 1 Slopa,maa. 4romtap of dri.e.my to bottom o4 vault. LOT 5, BLOCK 1 LOT 1, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 SWALE Electrical Power Transformer Cone. Curb ' ` (1 1 7 ,, / MIDILOME 8TH ADD. DRAINAGE DETAILS &deep, curb cut ., C.ncrat• cwrb. Generate Apron 5or length o4 curb cat (and 3'wide a 4tblck) m l �' n F �w.�..amwvw n,mosswas, C DETAIL: CURB INLET TYPE 1 - 0 16 DETAIL nG„ Curl b [uf I \ , � 1" var ies 1 I Asphalt � � I � 51.rt Breabs DETAIL "J" s e. a_ SI. . R :t l•inl Down 'from batter Easement " / / r 1 1 Elect ric• fewer I i 107 - Trans4orsrr 1 tC•nc. Carb r 1--- 5tre..t (Asphalt Partmeert) -�� rwndp 1946 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNJC ROAD SPDKANE WA 99212 PH 926 -1322 • 0 dD ▪ L C 13 G 5� t Zoe D� e �x � . r F 0 Et Pk\ ':71RES 7:17 S 4S E. s �� o fwA., 'ti, rt 0 1 'L • R .tirm s9 st e /ON 1' Pa r/!1 �— ' 2 p T A ` F ? 3 �v,cb AN t g � k 6pT O• to 6 aa 622 i= �� er ' coc. ELLS BPQcEL. t 58 ��O � s,.. G,�LP <E N g0 O ��p FO ER L"-E ASE A / -O E fA1L / .. cam. � o i 60\`0 ' ` a ( c Ct CV— --- .SC 1 = 20 NIA( 25 1 I IIDILOME 1 1 3 . 103 RECEIVED JUL 2 3 1993 SPOKANE COUNTY ENGINEER 8TH.ADD,. LOT 7.3 BLOCK- 3 uu.a Eng 19Y ti' irnpson ineers, Inc. CINL CNCINCCHS & LAND SURVEYORS N.909 ARCC++NC ROAD SPOKANI. wA 99212 Pei 92& -1377 • R/.0 io Paa7LANO CLMLa 1 CMCRl7! Celt TrPl ie s SPORAwf Cocwrr S7ANMRo (1114/140 PArZSISnT TYPICAL DETAIL "A" TYPAL ROADWAY SECTION 25 /e (NO SCALE) ti DETAIL "B SECTION BOWDISH ROAD ( NO SCALE ) Z � HSPNAIr CONCHA PA ✓(M1NT CLRSS COMPACTIO OLPTN . 'RSPJ'ALT COYTsNT 544% TO Y.% ( wsoor. SPte.) CRLJNEO SSCTAC /NO TOP C0011.3(. COMPNCJI4 OLPTN f WJOOT .Inc 15 R STNALT CMCRCT! PAYLMLNT CLAJI n s; S "Le MPACTLP OLIN ASPNAIT CAVTINT SL.:G le &Ye% C v. S. 0.0.r SPLC. ) CRUSN(D SOR. cmc. top CoURSr . C COMPACTLI PLPTN (W5.00r seat DETAIL ' TyPICA{. SECTION: BERM ACROSS DRAINAGE SWALE 1 SCALE Top of caiil% bcrm (3 e.1 toy) covar•d with yrese iced Curb Cut ENp VIEW: 644.e 4 1 Slopa /311 Slops, max. f rows top of bcrm to bottom of swolc DETAIL DD 0 208" POND SECTION DETAIL t rl� y ( i Pa Concreie Garb Inlet Types Spokane Co. Sid. NOT TO SCALE y LL I F LL Var■es 1 Drywell, Grate (Ory.All\ MIDILOME 8TH ADD. DRAINAGE DETAILS El '208 Pond Floor Slop. Sod -to Top of Drywell Or Maatle any Eposed ❑olnin 2.5 /e /o E.iet■.9y B /v9 • Batik and Sides e.4 'Zoe Pond to be. Figber -then pavement Side. TIP( • A' PORTIA.% CS 41E C ONCLt TL CURB . JPOAANf COUNrr STAnaea. SIDE: 10 10 5 u 01140240ESNA(!. TN M SOO SWAL( ALLA To Sr Spoofs es (ACM Mame B /Left. e 231,4 y 5017 ` 1 : 4. di t/SIfs� f�% 10-0 u ww 194b i t D r�wa4 S impson Engineers; Inc. CINL ENGINEERS 8 LAND SURVEYORS N.909 ARGONNE ROAD SPONAnr. WA 99217 PH 926 -1377 DETAIL 99 TYPICAL DRYWELL LOCATION NO SCALE c E TYPICAL SECTION 0 Transition 15 • E c I - ....or. ;nye s..4.. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 9./w 10' I 8.5 DETAIL "F" . - (DETAIL: TRANSITION IN CURB AT DRIVEWAYS - AND .CURB OPENING LOCATIONS • Drivewa f , Curb Openiwy Top Curb \ 1 Gutter line 0.0653 FT. /FT. Ccweat Concrete Driuwsy 8 Varies ' - 1 LL DET AIL "H" DRAINAGE SWALE, 4' WIDE R /.W 1.5 STA. 4+30 TO STA. 5 +05, .39TH AVE., Lett STA. 9+00, BOWDISH RD. , Right to STA. 0+79, 38TH AVE., Lett STA. 0444 TO STA. 3+43, BATES DR., Lett STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. r WI MDtE Electrical Power Tr.ns{orwers abet' be e. rnin;wuw of 10 feat from drywalls. DETAIL "E" Norm) Swale Slope * &mat Fc oeirearessoara Dri eweys, Curb Openings, DETAIL " „ ELECTRICAL TRANSFORMER IN DRAINAGE SWALE to MIDILOME 8TH ADD. DRAINAGE DETAILS gib Ji deep Curb cut Concrete Curb Swale BO1trT 1 :1 5l.pe,min. / S' t Slepa., mat. fromtop of driveway to bottom of sw.4 Tr.ns;t tan LOT 5, BLOCK I LOT I, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 Electrical rower Transformer // Lenc, Carlo / Concrete Apron for %tngth of curb tat (and 3 wide a 4 ww +a r® Curb \ I - � Var'as \ 1 i � L- Asphalt -\ 1 T ._ store Breaks -J DETAIL: CURB INLET . TYPE 1 r 113 DETAIL "G" Slope 12:1 (min..\ r Down 'from Gutter DETAIL „J„ 1 / "Ay (_intj Y Etcctrics ?ewer III�JJJJJJ y Transformer t `-Lone -Curb r \— Direct (ASO...A Pareweat) Founded 1944 • Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS IJ.909 ARGONNE ROAO SPOKANE. WA 99212 PH 974 -1377 _..SCLE 1 =20 MAY 25 __tNIIDILOME= .BTHADD._LOT Q._OCK -3 RECEIVED JUL 2 3 1R9 SPOKANE COUNTY E GINFFR' i ',1RES7 Ps' / .ww 1iM Vimpson Engineers, Inc. CIVIL (NGwLLHS & LAND SURVEYORS 14.909 ARGON NE ROAD SPOKANf. rot 99212 Pro 916-1311 1 PORTLAND CEMENT CONCAEt( CLKt 71"1 SPORAMf Comm' STANMRO L04TL.K. PO✓L.wENT DETAIL "C" TIPICAI. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of cai't1� berm (3'wids at top) Connr•4 with yroei iod END VIEW FfJ Cut urbC r 1\� • Pa Concrete Curbante* TOp11 Spokane Co. Std. DETAIL "8" TYPICAL .SECTION BOWDISH ROAD £: ( NO SCALE) r zd 30 Valid( it? n /T r Ir ASPHALT' CONCRETE Part MEAT CLASS S COMPACTED DEPTH. RS/J'RLT CONTENT S44% TO 6 rah CWSDOr SPEC.) C CAL/JACO SUPEAC/NO Tar COURSE, COMPACTED DEPTH (wJDOr inc.) 1t 1 •1ops,min -/ at 15Iops,ms.la. From top of berm to bottom of Swots. DETAIL DD ° - 208" POND SECTION DETAIL • NOT TO SCALE yLL `Left es 0 90 Drywall Grat1 or 111 • DETAIL "A" TYPAL ROADWAY • c FLL ASTRAL, CONCRETE PATCMENT CLAJJ'Y; L"LJ•PACTCP Afore AJPNALY CONTENT sh% TO L%a:L C w. J. D.O. T. seec.1 CRUSHED SUR•Crn TOP COURSE C Com PACTLi DIFTN C w.S.O.D.T 7PK.) 5' A.% MIDILOME 8TH ADD. DRAINAGE DETAILS 25 Llna Pond vliw ' Gross Sod�yAJ'� Pond Floor Slope Sod to Top of Drywall or 1lostle. any Eposed J0\nis SECTION Er;etin9 Rim yaRICS 2% To a. Bock and S'ldes e4 '2e? Po.d to be 1115kar *ben pavamarrt Sloe' SIDE: I.5 TIPS "A " PORT[ANS amt./7 CONC. ET1 CURS, SPO*ANC COUNTr STgna4O. Sw RC ALC 1 Tao OO SOD L WAADE WALL A1EA TI At SOAPED lI f4CN NAME BU /LOL <. 11f raNN 11 z71y4). 1161 , 7.NAL . S impson Engineers,' Inc. CIVIL ENGNELRS A LAND SURVEYORS N.909 ARGONNE ROAD SPO.ANi. WA 99212 Pm 926 -3?? DETAIL "D" TYPICAL DRYWELL LOCATION MO SCALE 10-0 I I 5.5 - 1 1.51 Sod-) % L:1 ; I- Q ; j ,-Drywall 1 ,......-.....J Top Curb? r -frensitwn J W 10 • TYPICAL SECTION : Top of Dr iveway_ F E DETAIL •' 0.0■61 4- •I , Cr.;nye Sw.ta el WI I NOTE: Electr ;cal fewer Transformers Shall be a n;man of 1C. feat from dr,we11•. DETAIL "g" u / TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY ... 13 abet T ' _ 113. Verses T. /F Swale Bottom STA. 4+30 TO STA. 5 +05, 38111 AVE., Left STA. 9+00, BOWDISH R0. , Right to STA. 0+79, 38TH AVE., Left STA. 0+44 TO STA. 3 +43, BATES DR., Loft STA. 3+59 TO STA. 9+21, BOWDISH RD., Rt. 10' I 1 8.5' 1' NO SCALE Normal Sar1e Glare • rG deep,carb cat o.o Ks* en /Fr. _ e /+te Cea set Comreta Orlvawa3 •.DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND. CURB OPENING 'LOCATIONS • Drwewayf, Carb Opcn;.w -, Satter %mai ! L L Dr :•ways, G' Garb Openlns, 8' DETMI . 1114" DRAINAGE SWALE, 4' WIDE `Con rate Caro DETAIL 11 ELECTRICAL TRANSFORMER_ IN DRAINAGE SWALE 'ID' 13' • ■ • MIDILOME 8TH ADD. DRAINAGE DETAILS C Curb 5walt Bottom 1:1 51eye,min. / 3:1 51ope, mss. • from top of driveway to batten ei *wale Transit ion i it LOT 5, BLOCK 1 LOT 1, BLOCK 1 LOTS 6,7,6,ond 9, BLOCK 2 LOT 1, BLOCK 3 Electrical fewer Transformer Conc. Carb ] trl'avamaat - E DETAIL nG1l Concrete Apron for length at cart. cut (.ma3 wile a 4 Y t k. ww soeesawaeo Garb Curl bCc+ I Varlet: T C - Asplult ^j�. `Slurs Braab* J DETAIL: CURB INLET TYPE 1 • EXPIRES 7.17' 95" DETAIL "J " + O 6- Slope 12:1 tm1 Dean trom 6sttcr Easement , � awele� T / / R/w Line - 7 \—.-Electrie.l ?emir l i te3: Transfer:mar 1 �Cenc. C.rb �- Street (AsyM1t ?wemu.t)� raneM 1046 ' #I' impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 925 -1372 0 0 7lo•go p■>J� X 14 C / \ r4 „ Go IL- i S ZONAL \t \J� 0r rust - C ( � e w Goo 2 0\2 69 �e ��ET� F %uRO "r - w MAY z5, 1993 RECEIVED JUL 2 3 1993 I 1 = 2 COUNTY ENGINEER MIDILO.ME 8TH ADD. LOT - BLOCK —.a \ TYpt 5 • P /c3 e,- -e 1 \r 0.r }.c:._ _- \To p or 4 ro.. } c _Z OIG 7 . 2 \ S 4 u.. 1430 zS -R i� 6k - - - - -- o t= :11- \ ry I �� PO 4�RAIVJAC � P4 t1/ 1 ELEV. 2010 \ a 10) f`40 E.4 5 EM EN'1 " \\ 0\ b ' 3.5/ er �s E ' SA M o 9r R._2P.DO S= IH.I I L = 29.43 \ \ 5 i2npson Engineers. Inc. CIN� CNONECHS & LAND SURVCTOHS N.909 ARCONNE ROAD SPO Alif. WA 95212 Pn 926 -1327 13 R A., PoJTLAMO CJMCN) CaNCRET£ Cart 7TPC .a' SPONAYC CJi.NTr S7AN14RD DETAIL "A" TYPAL ROADWAY (NO SCALE) ASEPSIS CaNCR£TC PAYCMLNT CLASS'S, CCOMPACTCO pCITR RJPMAir Cornea? 14•% 7O 4:4% ( W.s. o.D.r SPCC.) CRUJNfa SuRAKLVO ray Coast C COMPACreo oterw CW.S.D.D.T 'Plc) DETAIL "B" TYPICAL SECTION- BOWDISH ROAD £ NO SCALE) 24 YAq /I Tv /CL' 25 30' SECTION Ls' • e.:at■.y Khoo R /n/ N3 t wu ORAWMGC JWALC • TLV OP WO EwAst A4E. Te RE Scums IT CALM NOM£ BO2aa. £d /arsAO PAYJM(MT r /)SPNALT CO I RCT£ PavtiwjNT CLASS ' S COMPACTED DEPTH . ASPHALT CaQTLNT .544:6 TO 6%aZ C wSDor inc.) i CRWNED DEP TN • DETAIL _ "C" _ _ TYPICAL. SECTION: BERM ACROSS DR SWALE NO SCALE Top of earth. berm (3'wids at top) Covered with yrssa cad ' cup VIEW: Concrete Curb Inlet Type% Spokane Co. Sid. Curb y I Ef Curb C \ \\ r I ) 4:i i C Pa S&PfACIUG TOP COORS(, COMPACTED 1 WSOOT anc 1 1 5tops,min. / 3 %1 5Iops, mea. from top of berm is bettom of swats DETAIL DD . "20E" POND : SECTION DETAIL - 1' NI NOT TO SCALE - rg yLL 0 Varlee Drywell) Greta IOr all∎ i8 pLL Back and S■dc• oh '2oR fb.d to be. higher than Pavement Skit 5' Llne Pond •• Grass Sod MIDILOME 8TH ADD. DRAINAGE DETAILS VARI£5 2'L a e.S \ ‘.—..2ug' Pond Floor Slope Seato Top of DryweO or Mastic an t.posed 3o\nAS TTP( - A - PORTLAND Calf. CONCefTS CuQS, SPOARN€ COUNTY STANAaRD, SIDE: e s) ---- jai kWh 1:1 5Iops,min. 2319 lf'T 4; SC1sria0 9 • •— .' . 7G: i 7.7 9s,- 1 3 l Stopc,me.1.. DETAIL. "D" TYPICAL DRYWELL LOCATION NO SCALE 10.O 5.5 ( __ ____ r ra.w.. ISw a impson Engineers, Inc. CI 11L ENGINLEAS k LAND SURVEYORS N.9O9 ARGON ROAD SPOKANE'. WA 99212 PN 976-1377 DETAIL "Fin - :DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 3 'Trsn *rtten 13' •lti .1- e l E - f ora:,,, s , 54444111. dl wl .DETAIL II E 11 'TYPICAL' SECTION DRAINAGE SWALE AND DRIVEWAY (sneak Lowest* %... ayJ Dr:atoms i Carla Dpea:as -3 Trsns't ion ilt - . Gatos l'ma . L T/6 sways, 4' Curb Opcnln5s, DE1MIL " H H TYPICAL SECTION DRAINAGE SWALE. R /,,, . %0' 13 ood 4' WIDE STA. 4.30 TO STA. 5.05 , 38TH AVE., Lott STA. 9+00, BOWDISH RD. , Right 10 STA. 0+79, 38TH AVE., Left STA. 0+44 TO STA. 3 +43, SATES DR. Left STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. NO SCALE 0./w Se Swste Slops .016 LOT 5, BLOCK 1 LOT I, BLOCK 1 LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL " 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE .. 10 .. . .. .,. Electrical Power Trans4arwars shell be a aninialaal of to feat tare, dryviails, Sviott Bottom 1: % Slara,min. / S: t Stoya,s aa. Srot„top of dr:rcoms to belts., s4 *vista Electrical Power Transformer / Cone. Carb / Postman+ MIDILOME 8TH ADD. DRAINAGE DETAILS Garb Csacrata Carb 6 deep, sari eat DETAIL "Gin Concrete Apron For length of c,.rb cat (and 3 w14 t 4 tbkk) y p� a `fie .atw�dr*wvw Slops t2:1 (.lad Dorn frow Gat1c+ 4 C4.441:7444 I / v: ' I 1 L. Asphalt T —Store Breaks— DETAIL: CURB INLET TYPE 1 I EXPIRES 7 /17. 9r DETAIL w J H `E ascr ent d e • Swele- t � rt • µ3H Itiv. L:na� I 1 I Electrical Power 111 ---JJJ 7; .3 . - -Transfora,er C Cene. Cal dr‘— Stresi (Asphwl/ ParealtA.l) mndM 1946 Simpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPr✓ANI, WA 99212 PH 976 -1322 BATES COUKT Trar,s Former Deta∎Is # S " Con stnAct ®® c, Dr iveway oAe. �V_ � Invert 'Ele.v. 2001 PETWL" E 4 F" MIDI LOME 8TH ADD, LOT 6-BLOCK 3 RECEIVED JUL 231993 SPOKANE COUNTY ENGINEER 7 / / / LXPIAES lab 1 S 1 ._.SCALE s = 30 5/Ls /9 _ S impson Engineers, Inc. CINL ENCUILERS & LAND SURI,LTORS H.909 ARCOmIC ROAD P( AItf. *4 99212 Ph 9:6-1377 Curb Cut Er deep IB •3 SNP VIEW: R/N • 5r.a • CZN IIAG PA✓EMENT Concrett Curb inlet Tppel Spokane Co. Std. Pe DETAIL 11 A" TYP'AL ROADWAY SECTION (NO SCALE) PORTLAND CtM(N r COMCRSY( CPAS Or( :," SAW( A.vf Caren, STANAARD TYPICAL : ollB T /rr ti Ot IB r %•• ASFISLT CWJCRRTC PAYIMI,IT CLAJL "Y, C'COMPACTID SIPIM A•PMAIT CDvf a'r 54..% lb C .4% CW.$. D.O. T. •PLC. CRUSHED SUR/WINO TOP Coast L' COMP/acne DEPTH C W. S.O.O. t 31 DETAIL Ia8" SECTION- BOWDISH ROAD ( NO SCALE 20 Y./tees un' T0 A"!' 2 NSPMRLT Co IRET£ Pa✓(MENT CLASS S COMPACTED IMPTM,RS flint' CU'(nNT s44A TO 6:674 C WSoor SPEC A" CRUJNtD S44(ACIAG TOP COORSt, COMPACTED DEPTH ) WS oar .inc NOt TO SCALE • 5 p°LL 0 21 Varies Dr ywell Grate (Drywall) MIDILOME 8TH ADD. DRAINAGE DETAILS 2S' 30' VARIC DETAIL ' TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE • NO SCALE Top of cafih. bcrm (3'6:4s s1 top) Coyaf•4 with 9r40M boa 1 ;1 Slops, min. / 311 51 ops, ma*. From top of berm to bottom of sweie DETAIL DD "208" POND : SECTION DETAIL /O Ls C. :sting It/is A e •. S'6 Back and shies 04 'Zoe Pond L to be bt91ner than pava.nent Slde c8 , F ti: 5' Una Pond with Grass Sod \o pe '208 -- Pond floor Slope Sod to Top of Drywall or Mastic •n Eposcd Jo\nis AL R /W TYPt - A PORILANO Ct4tor CONC.EIS [DAR , SPOJAN£ CO✓.vrr STANDARD. SIDE: s..0 DRA IAAGEJWAL(• MO 00 000 WALE ARIA Ts si SO404• Jr COCA Motif BU/CDCR. Ile., RAv lo' 13 11147 �U * EC)ST " (I N ;L. t S 7.,;. 9 f 3 :1 Stops- , mss. /o MA ,� 1 ;1 Slopa,nln. 5 —. >�J 'L DETAIL II D" TYPICAL DRYWELL LOCATION NO SCALE - I - Dr _ - -J ...lea is S impson Engineers, Inc. CIVIL ENGINEERS N LAND SURVEYORS 6.909 ARGONNE ROAD SPOKANE, WA 99212 Ph 926 -1327 Top Curb 1 1 3 J I r L To of r 'Traneitien ' 13' ✓ E c I S•la � -- TYPICAL SWALE AND DRIVEWAY • NO SCALE 94 —� . fl Cane* Ceet Concrete Driuw•y Dr ivew f o s O.1]3 • r 4 att 10 I Fr /Ft 3 F'rF NOTE' • Electrical fewer Transformers shall be a oniniman of 10 feat free Orsws11e. l9 DETAIL "F" HDETAIL TRANSITION IN URB AT DRIVEWAYS . AND CURB OPENING LOCATIONS Drlvewas i Cerb Dpanln3 _ 3 , Trane ltlon . Varies - t.--- t_ 1 r Gutter liner L `�Drl ews s,4 . Curb Optdn8s, DEIMIL. - " H " TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE $ 5' e 1 o t .1 . Swale 5crttos DETAIL K I 11 ELECTRICAL TRANSFORMER INDRAINAGE SWALE lo' o DETAIL "E" OD *10161 ll i yme � `Cone eat Carta 6 5 ' Normal Swlt slope MIDILOME 8TH ADD. DRAINAGE DETAILS G deep curb eat Concrete Curb Swale Bottom 1:1 5t.ps, min / 3:l Slope, wlwt. from top of drivewa to bottom of swet& Electrical reamer Transformer Conc. Curb / l Pavement Concrett Apron for length of curb cot (and 3 wide e4'thkk) Curb STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Leit LOT 5, BLOCK 1 STA. 9 +O0, BOWDISH RD. , Right to STA. Ot79, 38 TK AVE., Leff LOT 1, BLOCK 1 STA. 0444 TO STA. 3+43, BATES DR., Left LOTS 6,7,8,and 9, BLOCK 2 STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. - LOT I, BLOCK 3 11! DETAIL NG11 DETAIL "J" Slope 12:1 bolo.-\ Down 4rom butter Orb Cut � Ve riss" ‘\ I / 1-- Alpww i lt -Lly � - slope erea�a DETAIL: CURB INLET TYPE 1 i `Easement • 5wale- 1. 11 % ' / I 11/W lined Electricd fewer LLL ..JJJ yi;e�. Transformer C co,,c Carb r \--- Street (Asphalt Pavts,ent) -l rounEw 1941 Simpson Engineers. Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SP(9(ANF. WA 99217 PH 925 -1377 — (rov\sformer Datails't4 Construe* Driveway 74 3PrE Invert Elev. ZOII _ 4 ! co�nr DETA%L�a$ �6\ SCALE 1 " =30 -_-- 5/z5/93 ...__ r'IIDILOME 8TH ADD. LOT 7 BLOCK 3 RECEIVED JUL 2 3 1991 SPOKANE COUNTY ENGINEER 0 �R o �� N F P 4o as \ *4- ftAie A ge tat �zs �= S T `k N1 rw 4 S impson Engineers, Inc. Chit ENGINEERS k LANO SURVEYORS N.909 ARCONNC ROAD SPNAN(. WA 99212 PH 97b -1327 •IIG Curb Cut 6 deep 10 13' R /.• Lr.s PORTLAND €(M(NT Cot/CASTE Cott TTP( i' S#ua ANt Capers STANDARD G /SI /Aei TkrELIENT END VIEW: Concr ie Curb Initt Typtl Spokane Co. Sid. ID TYPICAL - 7 , DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) 5 /6 1 , ° otla irhr ASTNAzr CAWCR(TL PA rtmEmT CLADS'S; a Desrs AfPNATT CONTENT 54■% >a 6:4:L C M.J. O.O. r seat.) CRuswta SNRRACGI& TOP COURSC . C COMPAC DLITN (w<S.D.O.E DETAIL "8" __ SECTION BOWDISH ROAD ( NO SCALE) 20 30' 16 5 e( .a E Wins R/w RAJ 10 FIJI• 5� sA ORAWADE SMALL • 70P 00 .100 SMALL AA14 To AT SLU01S Pr fACN NAME Bu/LALA. N (., RAv I 5eel. E 2 ()SPNAtr CONCRETE PAVEMENT CLASS B COMPAC TLO OLPTN,.RSiNRLT CONTENT S44% TO 6 re % C k/SDor. G� CRODN(O SuatQC /ND TOP COURSE, COMPACTED D(PTN ( WS DO inc) s o e. (Dr well 25 DETAIL "C" TYP1CAl- SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of c.ril. berm (3' wide Li top) COVar•d with 9r•ss sod NOT TO SCALE or to 1 1 51op.,mnn. /3l1 Slops, awe. Frown top of bcrm to bottom of sweat DETAIL DD " 208 " POND SECTION DETAIL flack and Sides e4 'zaff fond to be blgker *hen pave.ne.rt 514t' c8 ce Y. S' . Lone Pond wttk ( Grass Sod 6 'zee Pond Floor Slops Sod +o Top 04 Orywtll or Mastic an Eposed Donis MIDILOME STN ADD. DRAINAGE DETAILS TTPE 'A - PORTLART CEMENT CONGRET( CuRa, SPD(A,( COUNTY STANDARD. SIDE : 10' • - 3:a 5t.p.,m.(. 3' l;l SIopt,min. 22I 3$ inn .'JAL Jt� ...,.ES 2 9c DETAIL NDN TYPICAL DRYWELL LOCATION NO SCALE %O.0 i S impson Engineers, Inc. CIVIL ENGINEERS N LANO SURVEYORS N.909 ARGONNE ROAD Sp1NANf. WA 99212 PR 926 -1322 t W Top of Driveway STA. 4 +30 TO STA. 5+05 , 38TH AVE., Lett STA. 9+00, BOWDISH RD. , Ri pmt to STA. 0+79, 38 T8 AVE., Lett STA. 0444 TO STA. 3+43, BATES DR., Lott STA. 3+59 TO STA. 4+21, BOWD1SH RD., Rt. 4- cl E - i / Or in wo . tf S wnla YI / a _ 10 13 'Transition TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE it/w DETAIL o1 DETAIL: TRANSITION IN AT. DRIVEWAYS . AND CURB OPENING LOCATIONS Genera'` Ap w for len of curb cot Aveway 4 Curb (amd 3 wide aQthick) D A Opening Varies 13 5 NOTE: •- Electricsl Power Transiermcrs Shen be a a•imimum of ID feet from drywalls. DETAIL " E" Swsla Bottom t: Steps f ain. /3+1Slept,msa. 4rom top of driveway to bottom sf swot' TranNtlon i Top Curb ` t l 1 _., Gutter line L `Dri away$,& . Curb Openings, B DE1A1L. 11H10 TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE 4 1 -G ct.. `Con rat' Swale Bottom Curb LOT 5, BLOCK 1 LOT 1, BLOCK 1 LOTS 6,7,8,0nd 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL ,1I11 ELECTRICAL TRANSFORMER - IN DRAINAGE SWALE Io' Electrical Power . Transformer / Lout. Curb / L 1 MIDILOME 8TH ADD. DRAINAGE DETAILS DETAIL 11G11 51apt 12 ;t t•■n.l Do from 6utter G.rb G.r �/�) vl :r:aa'I '� I I L Mphslt'1 I Slope Baas- DETAIL.: CURB INLET TYPE 1. •r DETAIL 1, J ot d 1- r % Easement ' / , RAN Lint-' 1 Electriea1 Power 1LL 1 .7 e3. Transformer l i t t t- Cafe. Curb Straat (f.sob t Pavement) rmnded 1944 Simpson Engineers, Inc. CI1.11 ENGINEERS k LAND SURVEYORS N.909 ARGONNC ROAD SPOKANE. WA 99212 PH 926 -1372 Constru C.+ Invert .tev. ZOIIl OTTAILEf F. Tr An S'For Tner Det0.115 "=!J" [SATES COURT RECEIVED JUL 23 ¶ 3 slava COUNTY ENGINEER MIMI:01-1E 8TH ADD. LOT 8 BLOCK 3 0..41E �u S impson Engineers, Inc. CINE ENGINEERS & LAND SURVEYORS N.909 ARCONNE ROAD SPOKANE. WA 99212 PN 97F -1377 13 wo' GT hTq 5.+°A ID /o' R/ PoRTGANO CIMLNT CMCAETE CMCS Trn$a" STpnANE CALWTT STANMRo ERN T/MO PAr[mENT7 TYPICAL DETAIL "A" TYP AL ROADWAY (NO SCALEI 4 25' ?T .on$nin ASTERLT CAVCRiTE PAVEMENT CLAJ4' 6; i`COMPACTCO .0 IPTN AJPNAIT CANTINT l(.V:C TD 6:6% (W.L. D.O. r inc.) CRUSHED SURMGNG rop Coast CCOMPACTES DEPTH Cw.s.0.o.r JP ..) • DETAIL "9" SECTION BOWDISH ROAD ( NO SCALE VAR•CS u. T re K1' zo' Z� E)SPNRLr [warn RETE PAVEMENT CLASP 'B COMPACTED DEPTH , .OSPIAl'Ca/TENT S447. To 6 St 'C C iv Soar. Inc.) 5" CRUJNEO SLUT/RC /WO TOP COON Jr, COMPNCTEO OEPri ( water JPIC 25 DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE 140 SCALE Top of cat*h bcrm (3' wids it top) Cent 64 with grow God Cvrb Cut B deep END VIEW: tit 51oya /3 ;l Sloys,maa. Frown fo of b crm is bottoms of Swsla DETAIL DD "208" POND : SECTION DETAIL MOT TO SCALE a G' Si eL Pe yW 0 a Varies Dryw I Grote Concrete Curb inlet , Type) Spokane Co. Std. tor '28 O0.0 Bock and Sides of 'toff Pond to be higher than Tenement Stock 5' Line. Pond with .� Grose Sod MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION LE' VAR /ES 2% To LSX o e . ■ \..L.. Pond Floor Slope Sod to Top of trywell or Mastic an Eposed 7o1n15 1./ 1.5 T /PE 'A PORTC ANa CZ MEAT T C ONGRLTE CURS, SPOAANE COUNT/ STANMNO. 10 _ _ ij = l .rci nn 30/.. DRAWADC SCALE • TOP OT .100 LWALL AALA rf 1! S0AOte Sr EALN NAME BU /LDES. • • 2304, \ ASSY cfSla 2NAL .'- 1 7 '� 9: 3 ;1 S1opc,mw.s. 3' SIDE: s 111 5topa,nla. At DETAIL " D” TYPICAL DRYWELL LOCATION NO SCALE 10-0 5.5 1.5 'L i j�Dryao ro...a.0 1046 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, wA 99212 Pb 91e -1327 c DETAIL HEff TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY _ r open masu f no1GT pt MwdR� Cement C.ncreto, Driveway _ Swale Sott.,n 1:1 5t.ra.min. / 9:1 Slope,oa.a. • frown-toy of tic i•eway tobottom of smolt DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Dr veway 4 Curb opabay . = .. ly J � n 0 W Top of Driveway O.li3 _. LS • EI Dramas& a r W I - NOTE: R / ooi '1 I rr /ft Electrical Power Transformers shall be a an ni,.o.m of 10 feet 4r•.m aryntll.. 7 , lo' a If Swale Botto.. STA- 4+30 TO STA. 5405 , 38TH AVE., Lett STA. 9+00, BOWDISH RD. , Right to STA. 0+79, 38TH AVE., Lett STA. 0444 TO STA. 3 +43, BATES DR., Left STA. 3+59 TO STA. 4 +21, BOWDISH RD., Rt. NO SCALE • .. . R/w ._. 13 1.5 T ap Garb Trans:tlen y TranAl ion Var'ei t batter I:nal _ 1 Dr1 savoys, 4 Curb Opcn■n5s, B' . DE1l411. Is H TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE ‘`-Coner ate Caro r ef.s $erne% fw4 Slops LOT 5, BLOCK I LOT 1, BLOCK 1 LOTS 6,7,13,and 9, BLOCK 2 LOT I, BLOCK 3 DETAIL " I ff ELECTRICAL TRANSFORMER SWALE T Electrical P er T tt, on n. Caro / lP • • MIDILOME 8TH ADD. DRAINAGE .DETAILS Curb eclat p,curb eat C to Car DETAIL HGff C..rb Ca9 1 �,'�� Tt 1 y r T t- AapMAt `St.pt Brake DETAIL "J" a t .1 1 4 i a 12:1 0.1.0 r Doan from. 6.ttcr _Conc.-tit Apron for length o4 carb cut S w:4 t 4 4ak) ' t ommirelimaar, la. is... DETAIL: CURB INLET TYPE 1 ( EXPIRES 7/17' 9r Ease,nenf 1 `-Cone. Carb ~ L Strt.i (Asphalt P vcncnt) Fwnded 19 46 Simpson Engineers, Inc. CI'Al ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1377 • ' f ' R /w Lint- i I Electrical ?Doer I 1 i to3 Tranaforav (`L 0%'' 1 r aVI5\ormer p eto:L \S = t 3 Construct C prlv Sn '4 ert Elev. 201 1 4Z DETAIL_ E F RECEIVED JUL 2 3 1993 f IDILOME - 8TH ADD. - LOT 9 E5LOCK SmKANE COUNTY ENGINEER 8 i2 SCALE I I .= 30 .. 5/25/43. swA� 114 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS 14.909 ARGONNE ROAD SMIKAPIL WA 99212 PH 974 -1377 u• END VIEW: R/✓ PORTLA ✓O CLO+L ✓T CoatAET( Clot& TTPEis SPOAA.VE COUVTr STANMAO C2114 710.0 PArLMENT Cut I Curb C` urb \ \\ I rl� y` Pe Concrete Curb Inlet Tyre l Spokane Co. Std. TYPICAL DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) 2 5 (Dr ASTNALT CSVCRETI PAVEMLNT CLAJJ `a; s store Asrw.Ir C[Wrier St.% b 1. 4% (sts.D.a.r. snc.) CRUSHED SURAKWO rap COUALL . C Cora PACTLO DEPTN CW.S.O.O.E Seat) DETAIL "8" SECTION BOWDISH ROAD ( NO SCALEI NOT TO SCALE Varies Drywell Grate 2D Z f1SPNALT CoeCRETE PArEMENT CLASS B COMPACTED DEPTN • ASPEALTCSWTfNT 544% TO da Te:C C WSOor . Inc.) G' CRUSNfO SLNPRCI✓D TOP COURSE COMPACTED Of PTN ( WJDOT JPEC DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of with bons (3 NI Top) Conr•d with yrsss sod 1 51opa 3s( Slops From top of bsrm t" bottom of Swats DETAIL DD "208" POND : SECTION DETAIL Back and Sides .4 •zoB• Pad to be higher than flaveme•rt Side' S' • Line Pond ar T Grass Sod ..aALP' • 208 Pond Floor Slope Sod toTop of Drywall or Mastic an Eposed ❑otnis MIDILOME 8TH ADD. DRAINAGE DETAILS 25' 10 15 E■at■ny S fLLN TIRE • A . PORTS ANE CEMENT CONCRETE CURS, SPORN,'C COUNTr St.AMR0. SIDE: RA0 New RAr 10 17 LO • OAEW44ESWAL!• Ta. OP 309 3WALL SEA TO St SOODEI sr lace NAME Swage. 231 - MY k SClsTEPP . _ .'I ;:.S 7 1,i 9s- . 10.0 5✓— DETAIL "O TYPICAL DRYWELL LOCATION NO SCALE r,ugrp 1140 Vimpson Engineers, Inc. .51 CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPn(ANf. WA 99212 Ph 9211 -1377 I To Curb 0 J W ID Top of oG Drivewsy -- • t T 3 Transitwn IT' • ID'_. Cewe st C •1 N EI • Drainage Swale. TYPICAL•SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE . .. 13 Rho; 16 f ID' Drirewsy DETAIL "F ; DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS - Drlvewa 4 , Curb Dpenlsy 4' ao, 41 Varies 1 Gutter tine- ��Dri eweyS, G Curb Opcninys, B DETAIL. II H II TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE Q 1 , T, Ft. _aAlbel O.I)33 FL /FL•• «\ pyc9! Swale Botte.n STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left STA. 9+00, BOWDISH RD. , Right to STA. 0+79, 38TH AVE., Left STA. 0+44 TO STA. 3 +43, BATES DR., Left STA. 3+59 TO STA. 4 +21, BOWDISH RD., Rt. - DETAIL "E" 3 Transition - 1 �C cr do Curb B.5' . Nornal slope LOT 5, BLOCK I LOT I, BLOCK I LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL II.I11 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE T' Electric.% feats Transfers-net / Cosa. Carlo / /revenant NOTE: - - Electrical Power Trsns4orwers obeli be a minimum of to feat 4ron drywalls. MIDILOME 8TH ADD. DRAINAGE DETAILS A C Swale. Bottom Bottan ' 4 citep,curb cut I % Steps,m■n -/ 3' 1 Slope,na.s. 4rom top of dr,vewey to bottom of swats DETAIL C oncrete Apron 4or length of curb cut (and 3 a4 Q. G.r Curb ^ st 1 I varies S \\ I 1� Aspbslt -ti\1• T j t_ st. Brea . J Slopa 1T:1 lninl Down 4rom Gutter DETAIL: CURB INLET TYPE 1 EXPIRES Inn 9 s- DETAIL "J" e 1 .A o CK SMJem • T �E .saatan* • Prw Lin*J i I 1 l Electrical Power ILL- _••JJJ y..+_. Tr.nsfors.er , lite3 I ` -Cone. Curb Streat (Aspholt Pweo,cn%) rolnY•J 1946 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANF, WA 99212 PH 975 -1327 1 1 PIRES 7'l? 9 r DRAINACt D04..DD EASE ME1.U1 _Pout) UATT M 2010 SCALE I ---- ZO MAY 25 S. OETAIL`D O S Type 8 ova DQYwc.0. or }o-.1_ }18 E.1 z5 LcFJ- 0 c Th�)' x h It T =10.14 k /xex L-.=- .IE.93 r x 3 9r k rje R. k • 8•, 4 G eo e n 6 _M1P 1LONE -8_T_ N__ADQ._-LO T ID _ 13 LOC K = 37. .__- . . . �T\ RECEIV JUL 2 3 1993 SPOKANE COUNTY ENGINEER R= 20. T Pgh Deb 3 Orh QI,S ;J ° S impson Engineers, Inc. CINL ENDNEERS k LAND SuRVETOR5 N.909 kRCGw: ROAD sPr(A01. w. 99212 Pn 926 -1317 10' • •I'�ni cup VIEW : • RA, Garb y Cat I 1u deep \ \l G: Pa Pa Concrete Curb Inlet Typcl Spokane Co. Std. ID' ran PoATLann CENtlwT CONCRETE [DAS T /P1:0 ` SAb%Awl Camerr STANMRD TYPICAL LAN TIM& PA✓LA.LNT DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) JS i 15 Ia .o111 n/n DETAIL "a" SECTION BOWDISH ROAD ( NO SCALE zd z asPNRLr CONCRCTr PA✓EMENr CLASS 'B COMPACTED DEPTN, ASPEAET 1.041. TO b(6.Z [wsoor Inc.) L" CRUSNED SOATACIN4 TOP COORS!, COMPACTED DEPT• ('WJDOT 1PEC) NOT TO SCALE L; dLL ^I 0 • I. L Varies Drywall Graft II\ MIDILOME 8TH ADD. DRAINAGE DETAILS 1 5lops /3il Slops from top of bcrm to bottom of swat DETAIL DD "208" POND SECTION DETAIL 5' 5 t'\ '208' Pond Floor Ia OF Ten /,r A5FNRLr CaNCRATE PArtmENT CLASJ `Y, CLDMPACTLD PIPES AEPNAIT CONTENT 54.,% TA 6)4:L (W.f. D.O.T ,snc,) CRUSHED SURPACina TOP Coast C COMPRCTCO DEPTN C w5.D.O.! JAW.) DETAIL "C" TYPICAI- SECTION BERM ACROSS DRAINAGE SWALE No SCALE lop of twit Y. bcrm ('s'wida .1 top) covar•d with scass sod Back and Sides e4 'toe' Po.4 to be kigl,er than pava.na.rt Side Slops Sod to lop of Drywall or Mastic an £posed Zo\nks EEN■n9 ION TTP! 'A' PORTL AN. CEMCNT CONCRETE CURA, SPONNNC COUNT.' STRNDARD. SIDE 5Mu ORAWA4E SW.4U' Too. OF SOD WALE AREA TA At SOMDLS Er fACA NOME Bwtott. ID Iaryp G 7 17:9c DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE vv I l�D ry.aN S impson Engineers, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARGOtNJC ROAD SPOKANE. WA 99212 Ph 926 -1372 Top Curb TrwMitisn ul 1 TYPICAL SECTION 10' 13 13 W Top of Drivew • -7 t - /Draina5a sow..le. - NOTE: • Electrical Power Trsnsf.raers shall be. a mini maw of ID +tat from drywalls. • 13' `TYPICAL SECTION :.DRAINAGE SWALE AND DRIVEWAY NO SCALE l3 I0' a�ao5s3 Pr /p Ctma.t Co...rata Drirawas Drivewa , Curb Dpttn.5 Varies G 1iwaJ L `Dri &ways,6 Garb Openin3s, DE1MIt. KHN DRAINAGE SWALE, 4 WIDE 8.5' �o> rt t ol'I .a — cbncrct Swale Bottom Caro STA. 4.30 TO STA. 5.05 , 3BTK AVE., Loft STA. 9+00, BOWDISH RD. Right to STA. 0+79, 35Th AVE., Left STA. 0444 TO STA. 3 +43, BATES DR., Loft STA. 3 +59 TO STA. 4421, BOWDISH RD., Rt. lo' - • 5 243 DETAIL "E„ 0./w 8.5• • .Narm.l 5wle Slope '<o f amen T t. � Yme�Q Swale bottom DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Y \ 51.pa,min. / 5:l Slope fromtap of driraw. to bottom v; soak 3 Transition LOT 5, BLOCK 1 LOT I, BLOCK 1 LOTS 6,7,8,and 9, LOT 1, BLOCK 3 DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical twiner Transformer / Come Carb / Pavement r ! . MIDILOME 8TH ADD. DRAINAGE DETAILS 1 .5 4dee curb cg+ - Curb BLOCK 2 C Cu• • • J • a c • -1 • 4 . d DETAIL „ G ,1 Goner eta Apron for length of curb cat (send 3 wide e4ihict) L a .ss4�smsavm • / mi r .s 1 L. Mph.lt Zir�Jl IL slope Grass J DETAIL: CURB 'INLET TYPE Slops 12 n 0.1.1 Emin r Down from Gutter DETAIL "J" osewent She Lint) • DEtectrlc.l Power 1 Tran•former I tos' I t.-C•nc. Carb 7 Street (Aspbelt Pavement) -� rounded 1946 6'impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPDKANE. WA 99212 PH 976 -1377 D. • 119.98 \35. 10 SCALE I 20 MAY 25 NAL PIRES LI7 SS m 0 RECEIV =D JUL 2 3 19 SPOKANE COUNTY GINEER inn.* ant 5 impsan Engiineers, Inc. avlE ERCUIEERS a LAND Suk4EiCOS N.909 Mca+Rc ROAD SPM.wL MA 95212 Pn 926 -1322 1 RA.• Pa 10 7q ENP VIEW 71.1211.n bona LRIir,M. PArLAZNT Concrete Car b Inlet Typal Spokane Co. 51d 10' PORTS/LAO Canna WA COLT YITI "4" SPONANe CRaWTT STANMRO DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) ti 5 Is' 5 l • .02 711 ni /r DETAIL "8" TYPICAL SECTION- BOWDISH ROAD ( NO SCALE ) r r A SPNALT CAVCRETL PArLMLNT CLASS'S; CLOMPACRP OLPTN AJPAAIT CO.TfNT 54 re G%4 (OLS. O.O.T SILL.) CRuskt0 SYRMC/N4 TOP COURSE C COMPACTL• RSPCA' Cw.s.O.O.E JPLC) yAfj/(S ...l'fr /C. 20 25 2' ASPHALT CONCRETE PAVEMENT CLASS S C OMPACTCO OLPTN . ASDNRLT CLWTCNT S44% TO 644:4 C wsoor Inc f" CRwgEO SURTAClW4 TOP COL/Rif, COMPACTCA DEPTH (MJ DOT 1PCC DETAIL " TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of carlf. berm (3' voids 61 Top) covsr•d with yrsfs sod 111 51opa,mnn. /311 Slops, mall. prown top of bereft To be1tow of snit DETAIL DD "208" POND : SECTION DETAIL NOT TO SCALE MIDILOME 8TH ADD. DRAINAGE DETAILS 30 IN ,v .. \ et �'2oe Pond Floor Slope Sad *clop of Drsvoell er Moatic en Eposed 7olnts Ls E.•Ietan5 R/w VARIES 1% 4 •5 af'1 .1 Beck and S1dte ei'roe Pond .to be. higher then pavement 51de RA.) TTPC • A PORTS Avg C4MCAT CONCRCrf CURB SPO4Q C COUMTr STAN•.RO. SIDE: f..Y ORAWAGESMALL TAP 00 SOO LwALL ARCA Ti Zs SOMC• Sr CALM ADM( BU/LOCR. U' Io L\ 2304 u:ES ] 17 9 1 3: 51opc. , me a. 5..M. 1 Sloptobst. DETAIL N O N TYPICAL DRYWELL LOCATION NO SCALE r.,.ana 1940 S impson Engineers. Inc. CIVIL Cr /GibELRS k LAND SURVEYORS N.909 ARCONNE ROAD SPn(ANL WA 99212 PH 926 -1322 1 Top Curb? TYPICAL Trsns•tl.n —� O.Ob*! Pt/Pl. 0 � OmGI P6 Y� Ceme nt C to Driraw•y . DETAIL F :DETAIL: TRANSITION IN CURB AT DRIVEWAYS -W AND CURB OPENING LOCATIONS • Drlvswey 4 Curb Opc, .5 - .. . 6stker tin*--. DE1AIL. 11 H 11 SECTION: DRAINAGE R/ 10 13 Top of Drivewoy STA. 4+30 TO STA. 5 +05 , 38TH AVE., Left STA. 9 +00, BOWDISH RD. ,. Right to STA. 0+79, 38TH AVE., Leff STA. 0444 TO STA. 3 +43, BATES DR., Lett STA. 3 +59 TO STA. 4+21, BOWDISH RD., Rt. 1- ✓ l f e1 - /Or.:nsSs Streak YI 1 d I ▪ L to' 13 4 0 -Dlbl DETAIL " E 11 • TYPICAL' SECTION :DRAINAGE SWALE AND DRIVEWAY ' Varie% ' 1- NOTE: - Electrical Power Transformers bhsll bt o. ini,num of ID feat from drywalls. ID' LL R/w •. • 13 9' Oft ewey5, 6' Garb OpeninSs, B' SWALE, 4' WIDE Swett bottom r Tr.nsit ion 1 - I � I `Goner att Curb • Nermsl SWk Slops LOT 5, BLOCK I LOT 1, BLOCK 1 LOTS 6,7,8,and 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL "ID ELECTRICAL TRANSFORMER IN DRAINAGE SWALE T' NO SCALE • Eleatricat power Transformer / Cone. Curb / ` pavem•nt LIC MIDILOME 8TH ADD. DRAINAGE DETAILS Cool. 1:1 ' 1 :1 Stops, min. /1 Stop., w,e.s. 4romtoe o4 dr ivsw.y to bett.s, of *wolf. 4 dr<p, c,erb cut 113 DETAIL 1aG11 51opf. 12 a lmin.l ef Down from 6ut to Concrete. Apron for length of (-orb cut (and 3' wide e4 A • t' nab Curb Curb Cut � 'L- �� Asphalt -C.- - f Stops brake- DETAIL: CURB INLET TYPE 1 n I EXPIRES L7 9s DETAIL HJ11 I L—Esse...ent 1 � A ' tt /w LiatJ ' Eleclrie.t ewer 1 1 Tr4e , Ii t.'Y ` -Cone. Curb r Street (ASpbati pavemc.rl) ruln<q 19,6 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 92F -1327 Transformer Detcills't* Con Struc.t p r »i E.w w Invert c l ev. • 2�ISOl SEE DETAIL E F" 0 ■2 L+R3 L114 E - 83 oo GATES DRIVE 173 DIZ.IIJACE EgSRm ENT SCE DErA t_PA` 121.I�oi4C s CTRacK r- r CO 9 b' ry N ' 12 . MIDILOME. STN ADD. LOT 12 13LOCK 3 RECEIVED JUL 2 3 1993 SPOKANE COUNTY pi MINED) EXPIRES 7'171 9S 13 YID _SC1+.L -E l"= 30 5/ 2593 r rl I i4 i mpson Engineers, Inc. Ci NI D.C SCLHS k LANG SuhvCTQ S 11.909 APGGNIIC ROAO SPr4 Auf. 0A 99212 P11 926 -327 Il e�A e • PORTLAND CLML•T Cowan' CLKL TTPE a' Sit# Awl( COMNTr STAMMRD (MIS rMG PA✓LMEMT cup VIEW : Concrete Curb Inlet Type% Spokane Co. Std. 1 Drywall DETAIL "A" TYP; ROADWAY SECTION J (NO SCALEI ti /a .one n/ et 45■1417" CavCRLTE PA rnMLNT CLAJI "a a" ca MPACrt. KPrA AJPNA/T CavTLMT 544.% TD 6:4% ( W.J. 0.0.r JILL.) DETAIL "9" TYPICAL SECTION BOWDISH ROAD E: I NO SCALE) 20 2' {)SPNALT CONCRETE Parr/RI CLASS 8 COMPACTED O(P7N , Rj PLRLr CONTENT S447.70 ( Y.% C wsoOr Inc.) L� CRLISNED SDATACINO TOP COVRSC, COMPRC7E0 OfPTN ( WSDOT sPLC ) DETAIL "C" TYPICgl. SECTION: BERM ACROSS DRAINAGE SWA NO SCALE Top of earih■ berm (3'wids st top) covered tot% grass aad 1 1 Slops,min. /311 Slops ,ms.w. Fro. top et berm to beliem of swats DETAIL DD 0 208" POND : 'SECTION DETAIL NOT TO SCALE MIDILOME 8TH ADD. DRAINAGE DETAILS LS R /al '3 CRUSNfO SORMCIMO Tap Co✓RTL C Com PACTLO DLP7N CW.S.D.O.T SPEC.) Slope Sod 'rotor. of Drywall or Mastic an £posed Zonis E I Kt.( Back and Sides e4 '2o9 Pond ' to be Y1lgber thou fovnnsnt Sloe' TfPE A" PORFL ANA CVAaew C ONCRCrg CURL , SPONRNC COVNTr STANDARD. SIDE 1D 5 ao ORAWAe AL TLV OA 300 ARE TA JWALL AREA TA LC SOA0(J Rr LACK No ML BOILOLR. it-Dr rail - -- J F 40044 1940 N DETAIL TYPICAL DRYWELL LOCATION NO SCALE S impson Engineers, Inc. CIVIL LNGINELH5 & LAND SURVEYORS N.909 ARCONNF ROAD SPMANC wA 99212 Pn 926 -1327 -DETAIL: Top Curb 1 of 1 TYPICAL SECTION DRAINAGE SWALE, 4' WIDE e I Transition 13' Celant C DETAIL 11 F" TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS - Drwaway TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE '- Driuway Var iei ' 1 FI - Orunaye W ' 1 NOTE: Elettr ice.% Power Transformers Shall be a tnini,suw of ID f eat frost drywalls. 7' DETAIL _ „E„ Transit'on 6.tter lina r L L Dri ewayp, 4 • Curb Open■nys, B DE'MIi. " H" Swale Bott..n DETAIL K I" ELECTRICAL TRANSFORMER IN, DRAINAGE SWALE 5.. MIDILOME 8TH ADD. DRAINAGE DETAILS 4 d ee p, curb cut C.nvata Curb t:1 Stops atn. / 3 Slora, wwa. Srovntop of drivewa to bottee .% *wale STA. 4+30 TO STA. 5.05 , 313TK AVE., Lett LOT 5, BLOCK 1 STA. 9+00, BOW/DISH RD.., Right to STA. 0+79, 38 TK AVE., Lett LOT I, BLOCK 1 STA. 0444 TO STA. 3 +43, BATES DR., Left LOTS 6,7,B,ond 9, BLOCK 2 STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. LOT 1, BLOCK 3 Elscirical Pwtr Tronsfor Wier • / Conc. Curb / l Pava.nant DETAIL "G" 5Iopa IT twin) r Down fro*. 6..ttar Concrete Apron for length of cork, eat (Dal 3 wide a4 4 a • t.la sva� ivw � a,ss�rrr.nw Curb C.r1 bGal , Fva is - s�1 \ � Asphalt IL K-store 5r.4$.1 DETAIL: CURB INLET, TYPE 1 • o EXPIRES 7117. 9r DETAIL ° s Easement 4 Swan ` -Conc. Cwrb e \— Strati (AaphaIi Pwewe..t) -� Founded 1946 Simpson Engineers, Inc. COAL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 975 -1327 A 1 t R!w Lina- 1 1 i re' Electric. Power Transformer l o PeRT Y .I_iNF Construct Drlvevda .- E l ev . 2o1 G 1 2 SEE OETAIL ET E 'APIRES 1/17. 9 r MIDILOME STH ADD LOT 13 13LOC1< 3 UR jS LINE GATES DRIVE 14 j I _SCALE I = 20 5/259 3 Vimpson Engineers, Inc. CIVIL GIGItELRS k LAND SURVEYORS N.909 ARGON NE ROAD (Plan(. *A 99717 PM 97i, -1377 10 R PORTLAMa CLMLM1 Cawcflr( can trAr:O' Seined( Caowrr STANAMAD LAIJrm 'Latta. 7' I0 -• TYPICAL DETAIL "A" TYP'AL ROADWAY (NO SCALE) ti 25' /A' .one ni.. RSTIAST CaQCR(T( PAT(MfNT CLAJr'B9 L MAIN AsrNRIT Cornier IM% Tb 6:4% (64. D.O. r sta./ CRuswtO SUR9wC/Ma TOP COWS' C COMPACTCL D(PYM CW.S.D.O.f ;tLC.) DETAIL 11 9" SECTION BOWDISH ROAD ( NO SCALE ) 20 r NSPNALT CONCR(T( PAV(M(MT CLNSS 'S COMPACTCO OEPTM , AJPJ'RIT COMMA? .14.4% TO 674% C WSOor inc.) G� CAL/JNCD SUMTAC/N& TOP COURJ(, COMPACT(O D(PTM (WJ DOT J/(C) 25 DETAIL "C" TYPICA . SECTION BERM ACROSS DRAINAGE SWALE NO SCALE 'Top of twitlt berm (3'w:d/ of tor) corsrs4 with yr ,.w sad ENp VIEW : Curb Cut` $ deer \ \l I l Cencreit Curb Selti Type Spokane. Co. Sid. 1;1 SlopS,mia. / 311 51ops, mww. from top of berm to bottom of swot,. DETAIL DD • "209" POND : 'SECTION DETAIL pt Pe NOT TO SCALE c a o u VI 0 Lt iI 0 Vanes Dr ywell Graf. Drywall, c8 46: 1 5' Llnt Pond ..,1t% Grass Sod S\ '208 Pond Floor 51oPa Sod to Top of Drywtll or Mast:e an tposed ❑o \nts MIDILOME BTH ADD. DRAINAGE DETAILS SECTION 10 5 at' J_ 1.S E .stin5 1./w TYPE 'A' PORnan, CE.N(MT CONGA' (TI• CURS, 5PO44NC COUNTY .57.9/540.5R O. Bock and Slde• o4 'god Pond to be. blgber -than (bvannewt 51dc SIPE R /.. f 10 10 1 ORIOMOESWA/f n Toe 01 ,$0D (WALL Aa(A To 11 SAW, II (ACM MOML BWLDCA. Nar R.W 5.•L. 3 ul �, L t{T k FClstERS 9 • DETAIL .1091 TYPICAL DRYWELL LOCATION NO SCALE 160 y pN 19.0 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE'. WA 99212 Pn 916 -1377 Top Curb • a l p3I 1- ✓ I to 13' 13 c l E ..t Or. ;n. s.e J I ` • I — 'TYPICAL SWALE AND DRIVEWAY DETAIL "F" Gutter lint/ STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left STA. 9 +00, BOWDISH RD. , Bight to STA. 0+79, 38TH AVE., Left STA. 0444 TO STA. 3+43, BATES DR., Left STA. 3 +59 TO STA. 4 +21, BOWOISH RD., Rt. NOTE: Eltctrical Power Transformers chat% be aon;a;mm of 10 feel from dr .° • DETAIL "c NO SCALE T 10' 13 Top of Driveway i { I �u ri 0 I it /f, _ ...--- b im . ° 3j Fn._ / pj9_I0 `CDnudt `5w.le BDttom Curb 7' '1.. B.S Normal SWIe slope ' 0 051 sr /Fr. _ .. L • m Pb - M�e Q Ctte a+ Concrete Driveway L Swale Bottom 1:1 St.ye,mia. / 3't% 51epe, mat. from top of driveway To bott.. % of sw.Ls • •.DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Concrete. Apron for length of curb cut .. (and 3' wide c A - Driveway i Curb Open'.n3 _ ' j - 3 .- a' Trsnl,twn -� Trans,t ion ,+ � 1� Var;es - Curb Cu b Ltl _ r I F V - rias �\ L ori o t t stare Brea4e J. G. Curb Openings, B DEMIL. " H" TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE 1, LOT 5, BLOCK 1 LOT 1, BLOCK I LOTS 6,7,8,ond 9, BLOCK 2 LOT 1, BLOCK 3 DETAIL "I ELECTRICAL TRANSFORMER. IN DRAINAGE SWALE •1 Electrical Power Transformer / cone. Carla f l Pevvemallt MIDILOME 8TH ADD. DRAINAGE DETAILS 113 Cater, curb cut " Caws*. t. Curb DETAIL: CURB INLET TYPE 1 r d o DETAIL 11611 DETAIL "J" slope 1a: (mind Down 'frown Gutter EDSCencnt e. L swat— T • i •/w Lint) 1 1 I ��Electricd Power oA .' Transformer 1 t Lc.ne. Garb ~ L-- Strict ( pspM1t Paveincon -� Vimpson Engiineers, Inc. CIVIL LNGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANP, WA 99212 PH 926 -1377 • co Cu P•0 6AT E s EJ Ne MIDILOME 8TH ADO. LOT 14 BLOCK 3 SEE DETAIL „ RECEIVED JUL 2 3 1993 En Co onStP U* * c prweway . e , r t E1ev• O l$ 32. Trans-Eormerl petQ115"I -3 SCALE I " = 20 5/ 2 -5/93 11■ Vimpson Engineers, Inc. CIVIL [PIONEERS k LAND SuIat YOBS N.909 ARGON IC ROAD VhcAtif , WA 9921: Ph 92‘,-13Y7 Soma PORTLAND CLMLNT CONCALT! COCA' TWI! A' SPprAsa C•••rr STANMRa • 13 c T nYq 1 Lan T1ao PA✓LMLNT Go ncrata Csrb ante* Typal Spokane Co. Std. TYPICAL c DETAIL "A" TYP __AL ROADWAY SECTION (NO SCALE) 25 10 /e' - Js' JI '14 Jas .02a ozlaf" �\ Anima CLWCRSTt IAYLMLNT LLAJJ'Y. [`COMPACTLY 01P10 AJPNAJT COV746w• 14.% TO 6:41% (W.s. O.O.T. Jnc.1 CRuskto SuRMC,no rota Cease C C0MPRCTL& OLPTN (6 JIEC DETAIL "8" SECTION- BOWDISH ROAD ( NO SCALEI 20 L' /ASPHALT CONCHS PA✓EMENT CLASS 'B COMPACTID DLPTN , RLLA[TCOYTENT 144% TO 6:4% C WSODT. SPCC.) s CRUSHED SQYTAC JNO rap Coos COMPACTLD DEPTH (WJOOT -Wet • DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of ee.i'tV. berm (3'wtda .119).) Covered with yr•ss sod END VIEW 0 208 N MIDILOME 8TH ADD. DRAINAGE DETAILS 25' 01 51oye,min. / 3 Slope max. From to of Win to bollses of swat& DETAIL DD POND: SECTION DETAIL NOT TO. SCALE Slope Sod to Top of Oryv,µl or Mostic sos Eposcd Jolnts Ls' Bock and Sldea of 'zee Pond to be. hi9%er then Nvannant side R / E Istin9 "Jw TYPE 'A' PORTLAHL Ctsw r CONDIL CURB, SPOAANE COUNTY STgxaaRD. SIDE: C Sw a OALJ.VAOE A(4 TA Al' ADO 49 1Ac.N o a t Ti t0 10mCY lY Ina NOMC BWL[1CR. R aw R.(Y 10 10' I4 1 fl 10-0 IP DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE S.S 45 CO yaell lends 19.0 5 impson Engii(eeTS, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARCONNF. ROAD sP0.AIJE, wA 99212 PH 926 -1377 Top Curb- • uI 4 TYPICAL 10' C Toasitien 13' J r W To of Drivew.y 13 E r 1 cl � /bra Swale � .. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE V1* 0 .oes3 ID' Cemea+ Carteret& Driveway DETAIL "F 8.5' .0,41 rc /F STA. 4 +30 TO STA. 5.05, 38TK AVE., Left STA. 9 +00, BOWDISH RD. , Right to STA. 0+79, 38 AVE., Left STA. 0444 TO STA. 3+43, BATES OR., Loft STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. ELECTRICAL TRANSFORMER IN • lo' Eleatricot Power Transformers shalt be a afmi.lum of 10 feet -from drywalls. 13 ( riot. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drwcmes 4 Curb open Tr. sltion Varies - - - I I S .. butter line V LL Dri tw.ys Co Curb OpenMss, 8 . DETAIL 11Hn SECTION: DRAINAGE SWALE, 4' WIDE KA o.ii33 Fi�Fi.' _ � a feJ f t. 5w.le Bottom DETAIL " n 1' OETAIL l,E„ --Coats dc Curb Kormsl 5.41e stops ? 0.0141 Sw.lt Bottom 1:1 5bp.,mM. / 3:1 Slops. , mau. 4r0m top of dri.ewey to bottom .4 smote LOT 5 -, BLOCK I LOT I, BLOCK I LOTS 6,7,B,and 9, BLOCK 2 LOT 1, BLOCK 3 DRAINAGE SWALE Electrical rooter Transformer Cone. Curb o rPay.maat MIDILOME 8TH ADD. DRAINAGE DETAILS Concrete Curb 18 G dee p, cur cut Concrete Apra„ for length of curb eat (and 3' wide a 4 .alouw a DETAIL 11G,1 m curb Cut I . / Vat' � \ I v ' I Asphalt �31sp Ikea' -.I DETAIL: CURB 'INLET' TYPE 1 DETAIL %I" Slope 12:1 (mial Down -from butter Easement — T 1 / r 'w /w LintJ .. Eleetricel Power ILLJJ.L ; tom • Traneferwv Cone. Curb ~�— Stre.t (Atphelt Pavement) -- rmnak 1946 Vimpson Engineers, Inc. CIVIL ENGINEERS & LANG SURVEYORS N.909 ARGONNE ROAO SPOKANE. WA 99712 PH 926 -1327 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer October 13, 1993 Kevin McMulkin, P.E. Simpson Engineers, Inc. SUBJECT: P1168X - Midilome 8th Addition, Driveway Changes 1st Review Gentlemen: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer Edward Jr., P.E. Plans Review Engineer encls: Plans (1 set) Calculations (1 copy) Comments (1 page) cc:Jroject file reviewer (comments only) W. 1026 Broadway Ave. Spokane, WA 99260 -0170 • (509) 456 -3600 FAX (509) 456 -4715 4. REVIEW #: 1 REVIEWER: Ed Parry PROJECT #: P1168X DATE: 13 October 93 PROJECT NAME: Midilome 8th Addition Driveway Changes PLANS: No comments at this time CALCULATIONS: 1. Basin A: The proposed change results in a 10 ft' increase in storage. Confirm that adequate storage is provided. 2. Basin B: No comments at this time REVIEW COMMENTS SPOKANE COUNTY DIVISION OF ENGINEERING & ROADS 1026 W BROADWAY, SPOKANE WA 99260 -0710 PHONE (509)456 -3600 FAX (509)324 -3478 3. Basin C: a. The increase in impervious area due to the proposed change results in a Q greater than the 1.0 cfs capacity of the single type B drywell provided. Storage volume or additional outflow capacity is needed. b. V208 required for sub - basins C7, C9, and C10 exceeds the volume provided for these sub - basins; however, adequate volume appears to be provided in C8, and the excess flows from C7, C9, and C10 can be expected to wash over the driveways and equalize in C8 (no response required) 4. Basin D: V208 required for sub -basin D1 exceeds the volume provided for this sub - basin; however, adequate volume appears to be provided in D2, and the excess flows from D1 can be expected to wash over the driveways and equalize in D2 (no response required) 5. Basins E, F, G: No comments at this time ■ j1(D "tow edit $Gid A rt,0 , -n / kr DUU 4¢s /.3 0 krof = zwo-4 z 32. x / lest = 150 tl l e t x a f44a 42 ttifd C' = a, ,336.9 ;T h "1 40 "Mk- q t 1q 43 (-f i& 45 a, / ,3z ?I(eX - vf p fr t` ,575/ 0.? ib _ ",37 etc , � GS e 1 _ r .r �C ,81 e , /5 /,< @_ (Z <1.o PllgX - 44.4, f chew 11'7 - -_ 795& 4-e JSOO Zli456 e ,9 • qd- @ ,IS 1 3 5 o meg - e *i ob a,✓v fo /4 3 Ping k?pF /PuT, 525° 35€ 8 75° rcl _ .200,9 ,3 f--C ! — 4 ;Pie ,2? v€ .48 TO: E-dward 5 Parry 5r. {'.C. Spokane COk. -t j .h3ineerin9 Dept ■ SUBJECT: Midilonne. 5TH Aad;t;ov,/ parkland 1 DATE: 9 J3o /cj3 Far\ctand Novnes kas bou3ht all tke. lots in Mtdilome $ -" Aciditiov, and would like to revise +3e , dr■vewa3 1oealiov,s - 1 are shown on tke approved street and dra+n0,5e plans, Therefore 1. have 1Acl,,,ded for v,r review marked prints of tke street y 0.1.c, dra■na9e_ plans for l`/lia1 8T" Addition , These -prinks show +te new dr■veway Iocat■ovts and the revised s-tree - 1 - basins (Shown in color on the ctrainase map), Also, included are copies of tine re_vi ealculatlovls {or "208 stree. cfrc v c e and swate s 9uava =f - k.kese clnav look- okuy , Z can +h�vt make the cikanyes on +lie origina.r vn cud e x ii" lot plans how in -1 possesslovi of Spokane CouAnki I;n&v‘ee -r De ?ar . lib 8/ RFC!AVFf SEP 3 U 1993 ! `,x:11*cVR I E ,tju' Y L-bnn . / Pod Thank Ye./ e impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 S 9 1993 ?UAW, Ms Signed f • 1n '�M �, 'PE 7 _E ' BASIN ?P/ Me1•1 "ZOco STORAGE RE62UkgED SW/,1.E SfoSAGa. AVP LP>✓LE le .I K I , - A l Az (I q 0 (z5) - *119 ft" (134)(25) =- 3350 (1oo)(1S)'L ■000 SG 5236 Et 1 99 FT . 21S FT• jTA, gtGO Ko 1p -1'OZ (102)(1.98) = 202 FT C.o.Go STA. `It00 toW F.D. -to STA. otlq 35 AV E. (62 L tZD FT.- it ; 34' ( d tS'i -34't 62-' 5 w b • t_o ij t-o LoT 1?iLOI 4' NOCE'• tr■vewa9 is 1S frovn side ID± G. a 24 wide. 5'TogAUE REQUIRED'. "20$ StoRAG M1plLOME Q P.DD 1T 10N O?-AINAGe. CAL- CUL.ATIONS 1o,ot fT� F 3 4-1 T. 4 1"1 FT" < I - - TYPE " pRYWELL + 155 ft STORAGE (1•o c.Fs oul) N0. 12 2? 913o 193 (v J M ) 422 rT 3 RECEIVED SEP 3 0 1993 SPOKANE C LINTY ENGINEER I� - -- - --- -- -- --- - - - - -- -- -I, - - "2.08 --S - -- svgALE STogP-C-,S p /1/4 i F.q1c) L ABL.-a - ori — Sbm FM 6 - 13 2 0 (305(1,98) i @ 0.96 i'l° "----- -(-. 9)-06_2. _1,0_62-±5, ..._45, f_T, _. (25( I a 8) ...--__ 1/23 r...r._ 98) •:-*. IZ 0 Fr 411% 'L - - -\___.ic,....-- - 3 k 9 9 f I - - - - ‘--___., 1 :-_-- - - —3 _Ccoz) - 2 ..ii •-___,,i„.._____-- :363 €1 , Lccit 142. Lo-rs Lots 34 Lo 4 -- co - c"5 --- _161...oc_ M1DILONIC. a 1-f4 DRAINAGE CALcuLATtow: 5101 1 o 3 f -r.` Jk j t 43 4 - t) irlXfl "pweLt- t D sl.caFttsE (‘•ci c.fs ou'c NO 9/30/93 (KW m) Ag fit *34 F1'. C 605 ft?' - . ... _F.1•> . '"2-043 S't OgAGE- 1 1 2 -e.C3LLAtiZeG SWAL-e -S P.V/itt../1/4E.L.S , . C - --- - -- C4-(k as. C4 G 7 C9 13 ... . s 09 „. Clo - - 0 13 fl. - c FT 2. ..... (51)65) t c .112. FT. (4b)(19).. 416‘ ft. -k- ^-• 436 ft?" ( 3096 tr. 46z6 I 0.10 fccg.e . . . . . , ,. .. ( . . _. .... .2 -I 86 FT. = 513v FT. 000)0e) 7-56 FT z_ C7- (n6)(is) +2.4 i , „ `k33 0 . = 56 f7 41-1)1.° 3 al fl. to ft". i98 fi. I 2.9 f 1. ll 3 1`13)r Fa.° %c . 3 2.3 S f T. , , %.„. 262_ FT ----- (51)(1.1S).= 1 0 o 939. (30)(t c1S) .1= 59 FT. ( 9.2- )( 1 ' 18 ) ": \St f-t „(3 0)(I . 9 f3) ..: 59 FT. 3 (1 39 rt ' (3 = 211 fc.. Q 0 S 0 ` (3 0)(3.9er) 7- lig FT. (114)(3,9 = 4 9 et , (3 0) (3,14) -= \ t B FT 3 -----\ ( = 153 FT. — to9--- 1- 0 I - l- b C.K 2 -. . Lo15 24 LOTS 4 1- L-Dis 44-5 L.oT 5 . LoIS 34 LOTS 6 t- DI 5 -7 A LOT 9 A. 1-07 BLOCK- M 11_ ov■G. S /VDT> VT I 00 ViziNiNkGe. CAL-C-ULATIoNS 2 9 1 SSG k ft SI DV-AG E. iz.%- RUMEX) : ‘) - 2-043 4 VIDiziaGs. -z \tza f1. 2) T'! . 1E 4 0 STogC E. (1.0 C %. No_ t2.193 173 (KV41m) 1155 F'T.3 LOl \V- L.oT S t4U D. Loi $‘c) • D Lai" S 10 L oT S CIS)(t) L 15 50 ft (5.0_(i2)) 9 01_0 FT. 2. 121 Jr: 0.13 faC“.- FEQuv?...tic) 3 o FT 3 rC 3 o T 13 1 51 f _ r. 7 - _ 686 S FECitU INAvialLom em Vol j t)F-t•IVIAa CALCut._KitOrAS t /z ‘A 205 SIDitiAN6S 13139 12. tw _ • 2_ — E 5 DRYWE- 0 og..f.GS ca No. 17_163 9 /3 0 / 6 13 (K•W_M). • Swp_E ST ogkGE (4-1)(1..9s.) = &L. F T. ci.gorb• (3)(t1 s) 59 f F TT @ B oth) • (2-9).(1: . (2z)(2)(0..5)t ?orAv• • 541 " 3 5±Ye_•.\1.....c_iiii_____.---- 2ota it E-QuiRtS, 5v-4 At-a.. s10 --- toti\ - 1L--f•e•Lgr 0 Ni - • - --- — S/VISS CougT - - - - - . _C?-9)( fl• c°_ Lop E 9H fT a - 3.?): __S.-. 32 r.3"_, _.(44)().. Q, Loot/. et) 515 t (-021-o , ...-- 3._ d t..1 t .1 ft 0.09 Actz-S ‘12- ft (9)(1`1)(0.5) z 151 fl t'ocko LOTS 1-16 _ LoT 6 LoT 5 .5%.9.c 3_ P AtivritONI tigAINAe. CALCULA,TIONS ST01 F-s-Outwal>: • "1) "205 ""s D rf . - 5 - 1 - 01 - AGa 1\10 Val St 9 /30/9 3 (Kwr-\) LoT LOT 4 LoV a4 3 LoT - 344 LoT5 4- 4 5 f 5 Blocy. 3 Mkt ILome. g 1\ DRAINAGE cALcuLATiorgr- NI:), t21 53 9/3 - s - T 0 E-N6e. - flQuvizep 0 0 No7 : Dr \ve_wa s are Is lines -3- "2- 1- 'TYPE. 5 DR.TW5-14- -+ 0 VI. siov-kaa SWALE 5Top-F.G5- - Pw\tuALe - -on-- - 13/\ tigiv e e 0.80no 162..ft 0.60% e o.809. (54)_(1.18).=1_11.0 o.60 ••••-•■•••,••••••••",..-■"...■• @ 51 gSaUSE;PI = - C - 1956 fl 3.90. 3 I ( - - , 11-05 S._ -- ___STE CIL OW &L-. &R EIS OF WA LS. ;4 DE = 3 5 S err• • S'TOF.AG fz:E.QU\ ‘) " 2 0 3 4 SlogAGE 2_19 ft L TYRE -13 DgW f:2 E.._ (1.0 CFS ou 5 1. 0 c-NG_c____AY& I Lt6TS sw/kt..e.'. - 4 wiD6 STA. 31 To 4.- 3.SS 2 Fi". > t - I •Bp,str\I k C3 ADDITION DRAINAGE CALt■ALF,Tt-oniS 140. (Z13 7 / /93 (IC-WP1) 1o? of pf-'vEwAY • NOR Mq, ' 'w44� h-r. tot t 0= 10= ° C .os:- 5ECItONhL A &EA of SWALE. 2 3� + — ( % )( 4 - ) k (z.)(Q5)(3 l.`1$ F !. NM 67 F ' ^ 4) _ .... 1.01. all 10 pe To? of DKwEW•Y NoRM^1L6� _FT,iFT S W ^6E...s to- M ■DurOME SKH PDT) rrioN p%A11•AGE Cf LcuLAt10h15 EAS EMENT ,ffmrffff/f/ /f 4 1,t4 p. \3 sy { AC• E 4 ° — .4 L OPE NO, l21 -(3s qiI /9s (Kw r\) Cg055- iEC"tLoNA AF-EA of SWAt.E 2,00 Co NC. CURB � v { � F 41e4. u 1`7o6D7 `TT7am �� Q .. co$C. GuFB ' 5WAt.E aon * ........... ( )(.4L2) c )( 4. —') t (oa)(k Z 3,55 'H n /ri Ci"y/ 1 10 To? OF D�V�HLP( o 1 9 0 y NAVE? lt,ot' . 'B ADDI D4zAINA6E CALCULAT 1 13' E. PS - SM EN IC >4 5°— 7 S W ALE D.91 2.5 0.48 N0. 12193 9/30/93 (KWM) C2NC. 0 M' 58 J I� CF.OSS- SECTIONAL AREA of swALE fit- r r te r' 5— 00 �� of (D _ ` 386) } (5 (0). \ ij�19�)(D) = 3.95 P t? F? AVENUE 4tAa, , eas i& aiat I. Summary STORMWATER DRAINAGE CALCULATIONS FOR MIDILOME 8TH ADDITION JJu 1 y — T993) Prepared by By: Simpson Engineers. Inc. North 909 Argonne Road Spokane, Washington 99212 TABLE OF CONTENTS PERMIT REQUIRED! NOTIFY THE PERMIT ENGINEER I((G • 3600 24 F1,_�T�IOf� �ti t�U�IION JUL 2 3 1993 I S?CKANE COUNTY ENGINEER ¢(-k IiUl�1 II. a. Stormwater Drainage Calculations for Midilome 8th Addition: Basins A,B,C,D,E,F, and G..• b. Calculation of flow depths in Swale, and over driveways in Basin D. Calculation of flow depth over berm in Basin C. III. a. Bowdish Road curb grade calculation sheet. b. Analysis of horizontal clear sight distance at Bates Drive and at 38th Avenue with Bowdish Road. c. Midilome Addition Typical Road Section: Basis for Bowdish Road surfacing depths. IV. Attachments: * Topographic Map * S:C.S. Soils Map * Previous street plans and profiles for Bowdish Road and , 37th Avenue in Midilome Addition and Midilome 1st Addition * Previous drainage calculations for Basin A of Midilome 7th Addition and Drainage Map for Midilome 7th Addition. * Sight Distance Map at Bates Drive and at 38th Avenue with Bowdish Road * Basin Map for ,Midilome 8th Addition (Colored Drainage Map) SUMMARY: The development is divided into seven (7) basins; A,B,C,D,E,F and G. See Drainage Map for Midilome 8th Addition. Each basin is composed of two subareas; 1) grass lawns and swales, and 2) impervious roofs, driveways, and asphalt paved streets. Stormwater flows overland across roofs, grass lawns, and driveways and into grass swales behind the street curbs. Stormwater from asphalt streets flows along the curb gutters and into the grass swales through driveway curb cuts and curb openings located ' at low points in the curb profile. As specified in the "Guidelines for Stormwater Management ", page 5 -4; where a sloping swale is less than 100 feet long, and slopes 1% or less, the Swale may be considered flat. Driveways along the road will obstruct the swales, creating a series of individual swales that are less than 100 feet long and less than 1.0 %, and 6 inches deep between the driveways. Therefore, each swale will be considered as flat. Stormwater will fill each Swale to a 6 inch depth and then overflow across each driveway until the water reaches the final swale and drywell(s). The grass swales were calculated to hold the first 1/2" of rainfall runoff over the asphalt street areas. The Rational Method, was used to calculate the type and number of drywells needed to discharge the peak stormwater runoff for each basin. In some cases, the Bowstring Method was used to calculate the type and .number of drywells needed for each basin based oh the storage capacity of . the swale. Calculations were made for the depth of flow in the Basin D swale. The calculations indicate that the swale is of sufficient depth to carry the peak basin runoff for a 10 -year storm. Since, Basin D has the greatest peak runoff, the other swale depths should also be sufficient. Calculations also indicate that the driveways and berm have sufficient depth (freeboard) to carry the runoff. • 1 • • • • • • _ 1 • • • ■ ( , \A11)1LOM. PCDDIT t 2 -783 C.Al-tuLp..:1"koNs khEite, (vI M) .5/I47c13 AStN 6/z4-/c/3 t_2.3 — 5- 1 ID 0 5 D-li • pkv-r. Lo • 3€, -31'666 ET Fe Re. t k• I D OA D. 84.. • b‘ 2 t 000 . T. - I - I DOD fi z 3000 ?t .. , 1 .-_ , .... . / Lot a (2.000 - E - t -7- 4: crt y - • "" - r- I 000 , _ . _ .. _ . _ . 1>RN Amp_s.F.v■cnks.7.-.:-.:,PEP 0 0 On FT- ' 0.32 ,t.cf?- _ .(Do f" — DUO (17 12-ktnuf.: c-oor : 1-vt • f-tu-ST. t t 0.45 Acvt•S _ . . 0,( ksow PIS . . ?Lit. E 0.5 °70 ‘ICF.13 113.4-7- t.).5÷ • ' r‘ 6 3A5IN - ?poi "200„ ST ORAGE KEQU■RED SWhVE 5'1pRAGE- pV Pot- F$LE _ 7 . TA �-Y pqj to f'oa -. K I / (1.9 t) (2.5) = FZz 9`1 FT 3 (102 - Lot F ___.. \ _ . ._4179 .\ K. 1 f AZ (134)(25) Z 335o ... ) 7-.1Fo00 ETA. 9too $oWGISH K 8 6 -Lo STA• Ot'1q 33 AVE. , ol 5"L36 F ZtS ( 1 02 1 )(3,55)L2Z0 F' Lg'i-,34' z Gi 1 1 1 1 1 1 1 i 1 1 1 1 1 5v4 Lot Lo7 SLot 4 V' LOV 8 1 D \T 1ON ��ALNAGE CAL-CULATLONS 4 ti . FT" < 5 coFt.Ge g Qu ED', "2o$ SToPAGe *c FT3 I - (.Yi'E B pRYWELL } 155 FT3 STogAGg (1.o c,Fs-oui) Lvo. 121 83 )z1-l9 A 22 FT 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 . 1 Marc as ii6l FT. /F MAL atope. l 0' lo' 1of of vrrwEwAV 10 $l G. 4x5 3 64 F/ F? Y• 0° Tof of oRW Wlw '( � M \O \L•0MS. � PDD t - 801 •1 psa•11JAGE CALCUL-FittMS 6A MSS VA5EN\eiC 04 0.o ft. /ft rrr6 \ 31 y � F 1 Ift LE d ,,OPE V� r1oRr^hL. 5 . tstoS:-SQCTIONPL. AKEA of (2X05) ) k (2)(0 )/364 r 4°— -/w La- 141w - r - rr 'a0 0.01 4 t ti./* t .. TII r n Tr � r� 9 X175 .�I f t. • NDgM ^ F - r�'S`Y 4i .fliAYiT 2 6`1 3 . ` - 0.1 4- SS SwhLE BOTTOM SWALE. No 1zl6? qtG /9= C wr-) Conc• CURB ∎•ct V f i. Go NC.. GN egos - ec IoNAL A 0f S WALE 421 ro X93 5 29 1 y_ n �" n om -- - - -_ ' )( 0 - )R * ( )(o)( t o _......;. ° �\*,' .......... .. �.2 � 2 � � )�4 ) -.. '5,55 �f.r.:..:.,.....0ti ...... .... ....... .. ..... ..1.01 ...... p.43 2.00 .. 1 1 1 ' DATE = 5/10/9= ' PROJECT . NAME = MIDILOME STH ADDITION. DESCRIPTION = STORMWi7TEf DRAINAGE ' SUBAREA .1 .32 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SBAREA = .49 ACRES SUBAREA ?.RUNOFF COEFFICIENT = .15 ' TOTAL AREA = .77 ACRES COMPOSITE RUNOFF COEFFICIENT = .461688311600 OVERLAND .FLOW VALUES ' Ct = .1 L' 0 . • N = .016 CHANNEL_ FLOW VALUES' 1 COMPUTED VALUES .. DUR -_ 5.00 ' 110 = 3.19 010 = i j QA = 1 ' L = 318 /1 = .172 Z2 = 27.8 N = .016 P• = 0 ' E = .005 TD = .2304 RATIONAL FORMULA HYDROLOGY • DESIGNER = h:: W MCMLJLKIN BASIN A I DATE = 5/18/93 1 PROJECT NAME = MIDILOME 8TH ADDITION � w� DESCRIPTION = STORMWATER DRAINAGE t t Intensity 8Uev. Yin Vout Storage (min.) (sec.) (in.ihr^) <c.f.s.> (cu. ft.) (cu. ft.) (cu. ft.) ' 1 . 5.0 .*;J, 300 3^18 . 1.13 454 �00 154 10.0 600 2.24 .80 559 600 -41 15.0 900 _ 1.77 .63 6.7:0 900 -270 20.0 1200 1.45 .52 671 1200 -529 � � �� 25.0 ' 1500 1.21 ^43 689 1500 -811 30^0" 1800 1.04 .37 703 1800 -1097 ' . 15.0 2100 .91 712 2100 -1388 40.0 2400 .82 .29 729 2400 -1871 45"(\ . 2700 .74 .26 737 27 � 00 -1963 50.0 3000 ,68 ^24 750 3000 -2250 55^0 3300 . , .64 3 774 3300 -2526 60.0 1600 "61 .22 803 1600 -2797 65.0, 3900 .60 ^21 847 3900 -3053 ' 70.0 . 4200 .58 .21 887 4200 -3313 75,0 4500 . ,56 .20 906 4500 -3592 . 80^0 . 4800 .53 .19 924 4800 -3876 85.0y 5100 .52 .18 952 5100 -4148 90.0 ^ 5400 .50 .18 978 5400 -4422 - 95.0 5700 .49 .17 1011 5700 -4689 100,0 ' 69 .48 .17 1041 6000 -4759 . � 1 1 1 1 1 1 1 1 1 • THE MAXIMUM STORAGE IS 154^45698 CU. FT. . ; The time of concentration is 5 minutes. I T�e Undeveloped flow out is 1 c^f"s� �� TEN YEAR STORM CALC � BOWSTRING CALCULATIONS DESIGNER = K W MrMULKIN BASIN A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 5/18/93 pROjECT±AME = MIDILOME OTH ADDITION DESCRIPTION = STORMWAtER DRAINAGE SUBAREA. 1 = .12 ACRES TOTAL AREA = .12 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = 016 , = .01 CHANNEL FLOW VALUES 127 Z1 = '.172 Z2 = 27.8 . 0 S = TD = .1424 COMPUTED VALUES DUE: = 5.00 110 = 3.10 010 .34 DA = .34 RATIONAL FORMULA HYDROLOGY DESIGNER•= K W MCMULKIN BASIN A (F(VT.) SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 tracl-uves : v5ovit,■s■t t; A V-F•tiku•S Cu-2. 1411 FCV Low ?cot NiT Di = 6. o.S' �t 0_34 cfs R 0,3 ( ■--) 4 /7- \-\ FOV-. I CA,Lo.■ALmcoN Fog cugs 01 AT Low V w NT ?port. olA F;ov4uksv1 Rom STA. 13-t52..4 to to.,Ny £T.0Z t +2.5 (t34)(ts)= 3350 ('i00)(k8) = t5cyo 56 tCriT VS.FTH 3 SATE 0.29 I 5z36 ()Az Ac.F.--s of cu?..B of "NATizt. 2-05 FT. SW( f ' 14 ‘ 1 ) 15 ; G r4. )EEP 1 RATIONAL FORMULA HYDROLOGY DATE = 6/24/93 DESIGNER = K W MCMULKIN BASIN "A" BOWDISH-RD. I PROJECT. NAME = NIDILOME OTH ADDITION DESCRiPSTON = STORNWATER DRAINAGE SUBAREA 1 = .11 ACRES SUBAREA 1 RUNOFF COEFFICIENT 9 1 1 1 1 1 1 1 1 1 1 1 1 1 TOTAL AREA = .11 ACRES OVERLAND FLOW VALUES Ct . L = 0 • N = .016 = .01 CHANNEL FLOW VALUES L = 17 Z7 = .177 N = .016 B = 0 TD = ,1142 COMPUTED VALUES OUR — • 1,00 i10 = S.18 .D10 = .SI DA = .31 CURB OPC-.1 ONIG or Cot I 1 GP-ADS k9, "GuvDE-LINS:.; fow. s-r ogr-wiATSP- 1-■N 0.11 c'. r- tv:275 c, Lo, DEPTH Df fLow DEFP-Si.stoni P - 1 2 -61-n ‘G. \S (a) o.31 Sp\I Gucz?? cc; v-noS 8 tiS‘in COMPOSITE RUNOFF COEFFICIENT = .9 IN CLuoSS : PAN ON ZOVJ V \ AD Stk. 9+% TO 11A6 (. z 4 11 9 et -1- , AC?. Qt. D.31 cvs prnr trITETZCSPT 1009'6u-risit + 1 1 1 1 1 11 i ; ..1 1 i 1 1 1 1 1 1 IMIIIMMen•Re".. i I 1 1 1 1 1 1 1 i t I I 1 1 1 1 ./ 1 1 1' 11 1 1 1 1 1, 1 1 " I � ( li1 I 1 I LI 1 I I I I 1 1 i ,. ; 1 I I I ��, - + T, ITi I I I 1 . I TT om ; -T r fr � 7 j-I T -- I-- - -�- � ±'T ---t -i fi= � 11 ± -4 -I-1- % . 1 I I - 1- I r r r_ f - i_L+. I-1- i ' I I 1 j 1 % // -- -j 1 _ , 1 1 1 1 1 1 � f - - 1 1 1 ► 1 r4_ 1 11 LI___ J__ L___I. 1 1 1 1 1 . 1 1 L -L _ -I _ ___,L _ _ 1.11, 1' 1 1 '1 1 1 1 1. . .111 ill - 1111Mf 1 1 1 i 1 - , � - 7- T. 1 1 I -1 t o . 's . � 1 1 1 I 1 1 1 oil 1 1 Oh I I 1 1 1 1 ..._ ' .__.1 . I . T 1 I - 1 - '1 1 I I 1 I 1 I _L' 1 _, ■� O �4S �, I i0 1� � i I ; 1J f. 1 1 1 1 1 1 1 i t 1 i-!_ ( 1 1 1 1 1 1 '1 - 1 1 I 1 11 , r- 1 � 1r1 I L 1 � / � /il�/� i � � I I ni � I j I Agar 1 ,LT � I • � %' 1 r 1 , . ' 1 I 1 1 .. 1 1. 1 , { L 11 111 1 1 . .I 1 I 1 I III 1 1 1 - '' 1 I, - i ; . //- / 1 I i I 1 1 l 1 1 1 1 I.I I ,, .,,. . 1 I I I 1 I I I I , t_ 11 I I 11 11 1 I .1 . 1 1 1 I I 1 I I ,.• � I 1 1 1 : I 1 I'1 I I 1 111 I I i MI ■■ N0•■■NNNNSIMO IMIIIMMen•Re".. I NNNN:aey' ` 1 IIUN II af atla ASV' nmsnnnnn nis 4 --t- n nnid HH ran - -1- n- - - - 1111Mf .Inn 1161, i 1 - nh n -1 - - 'SKr it ° ti 1- I 1 I 1 I _L' 1 �_I 1 _L-, 1 1 1 1 11 �1 1 1 1 s 1 DEPTH OF FLOW - y - FEET .01 .02 .03 .04 .05 .06 .06 .10 4 I T 9 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN La .05 .06. .06 .10 6 -39 .2 L/ La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 10 .6 .6 .5 Oa L .10 .06 .06 .05 .04 03 .02 .01 1.0 .6 I 1 Dy_w 1_19T 0 1' 5 :e C 0 0 F = 0 - r tou s _771_ .1 ( T.t__.1 ORD - t• Op0 13Asti$ MtD1L_ol-Ag. S PNA:DITtoiNt DRAINAGE l_Kt IONS c.p. P\F-SP z t 02 17_3 fl. 1-0T/Nl. 2 36 A (t_S.,) at 33 10,34- •E .2_1..v.E Lois° tc)°°) _12 16N 7 - 6 1i3 0 t- 1Z93 fT it•NT. ID yonci c,\Alzie• (300)(tf3) 540o fr.. ths/cris Ck-vi NA) S/1879:3 ---- 113379:3(1) -33to,14- - 503:0 ? • •\--• 90 (t 162-0 Son. 0. i2 , 1 1 1 a __LcL. 1 1 1 1 1 1 1. l) WornE. B -TH ADP MONI PF•AINIAGe CALCLILICil C(' D. 13 0 _ isL °c.v. t ots t4 3 U is 34-4 -B 3_$).(1_ 2 I 5 3 0 f r • o T 5 5 -4 50 ?i. 2_09 1. • cX 711 - 5 -Q- 1 ----- . . _ c \MALE sTogt. 3BT" -(6- 8) r •k FT.:" . (.6 1. (I. e 0.16 vo 24‘ Ft • 06) et 43 Ltv •• " ? t‘ Z " _17 W E LL - 1" ( 1.0 ouv) ' N 0 121 VI /9 --- ( ) 1 1 .. FT: /p.r: 1 No . R tit_i swA1,E SLopE 1 1 1 1 1 1 .. 1 1 IC 411 _ ..... _...... F Fry Tor of DK\vE lo'' • to= 1O 1 0 0 M \O \COME `p W & t D 1TnoN bF'•IIlAGe CFLCVLA"C EASEMENT 'COP Of p- 'vlwA'f E ` LIEF * tom 10- �0� C &oSS- S?QTIONPL PC —i. of SWAL 13 b � ri air r r,F•t S 5LopE D-C o.0161 ft•/ft. (2)(0 (429) t (2n(0)(344'). =._ 1,97> .. f� 1, 0 .-1 .. O. e l 1 art o.ol6 F '(• /tT. 0- -4 5W14.4 BOTTOM NO. 12183 \/14(93 ( w r-�) Co NC. CURB • CONC. c. F 4 - s a .oSS- S ECZIDNLL_ AFEP of SWM.E o ..,„ 55 21 93 5 )( o 4= o o — 1 = 7L I 5 2 ° l —) 1 q 5 0 Ig, F `� :, , (ti)( ° - )(4 (1)( 0 t (0-)(4') z 3, S Fr. .......,oti........ 1.01 ... .. ... p.43 .... .. 2.00 1 1 I DATE = 5/18/93 DESIGNER = K W MCMULKIN BASIN D • PROJECT NAME = MIDILOME.8TH ADDITION �� DESCRIPTION = STORMWATER DRAINAGE . SUBAREA' 1 = .61 ACRES I SUBAREA 2 = 1.75 ACRES TOTAL AREA = 2,36 ACRES II OVERLAND FLOW VALUES LOT n/^,�� ^^`o//"^^� �r.^ / = �?7 `^ �,� °./^~~°, 3 .��v`^..`~ ,`,°� L. �� N � .4, � \ 1.01 Z .BL*c.1� | \�\�oV\�� € 114 ADD, � = �,* � ___ � I CHANNEL FLOW VALUES 1 1 1 _ Et = .15 L � 227� N � .4 S = ^0�4 _/ L -= 375 Z1 = 8.6 Z2 = 7.3 H = .7 8 = O S = c01 TD = .6l3 COMPUTED VALUES DUR = 39.67 I10 = .03 010 = .67 QA = | ��h7 AL FORMULA HYDROLOGY SUBAREA 1 RUNOFF COEFFICIENT = .? • SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = `343855932203 StoO.\q C-) H-9. \^t2.5 3l5 1 I DATE • PROJECT NAME = MIDILOME 8TH ADDITION 111 DESCRIPTION = STORMWATER DRAINAGE I SUBAREA 1 = .12 ACRES TOTAL AREA = :12 ACRES "OVERLAND FLOW VALUES Ct = .15 L_ = 0 N. = .016 — .01 III CHANNEL FLOW VALUES 1 1 L = 165 Z1 = .472 Z2 36 N = .016 0 s' = .029 TD = ..096 I COMPUTED VALUES DUR = 5.00 110 = 3748 • • olo = / 174 / • 'OA 1 1 1 1 1 1 1 40 t ( RATIONAL FORMULA HYDROLOGY ( , DESIGNER = K W MCMULKIN BASIN B PAVT. SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 triCi.u.v/E:: ?poll". or S,1 ES "DgwE krAN) 321 Ave. (to pgwEvqm of LOT 5017. fl": 0,12 ACRE- 'St 51.4-z. st...TeS PE - 1 - 2_90a - 7 e ■64.4 .1.3 6- v17E14- ‘5.11 @ 2.4B CuctS O?-r4■RG Kt Low - fa o INT MtvfiotN of CuCf-t Icklaus h z 6 r 0,s 0.09th Q :!: 0.3.4 c.-f ‘.k 0.096 CAL. cut-A Ft's. cup-6 OPENING Al Low FOIr•IT 4 of CuKE "DEV'il-t Whig. F OW la o. t z o.s s.osi fo 4 Q 3,o81 ( B -A t L. 3.10 FT. 3.0%1 (o.oci4) SAY: 4 Fi• wtrie. • 6 N. IDES.? ) s) ' - 1403.49 — z +2$ 418.49 Age ..;•11,:[t_oMG- 2 PD1:I1 - 1°N 'p?-1\1NA6 E CALCULA"CIONS 2000 -F 1000) FT PFNe: p C -.Aye . ...'.(342. 8560 FovlvlsFt (25'0)08). -_ 360 zdvt s _. D. 2_e_94 112 14 132- F (110 . Z. '712 341- (41.49)(18) `3613 lv.S FtLLET_ 38 PYE .. __- BATE F.D. F'AUIUS :fLLLET Is 4.144. .., m_...._. .. 1Z./SS z_F 1 x}8,4 1 _ - 5 4H$6 5 � _`1 1 51-8 F « ZOB STO[zAG� F e.o,uk kED z Z 6 , v65 F /.. % N \ Z 1.2 {`}:.F.T•? PT• 2- i _ lnnP> v�aus 2 -9 $65 + tl,00V z 560, r GS FT. 4 8' Mt. , N.P. 1 +25 E.F.. 4- t8G.o5 SWAL6 L n 361.0 @ 0.98 SWALE„KADr4°= lo .. • . _ SWA1/4.6, 1, a 15.5 1 e. s 11 70 ggrEs DR L-.P 2425 ro E 53.38 •• ^ SWALS) J`= 399. a 0.80`1 "178.11@.o -99 115 @ Lo °l, t { '13 ! AcRt 1 1 LOT z- LOTS 3T4 �, ,^ C! ' LOTS ' 243 ' re..•,y . _.>. r , . cwi,,....'3 ..:. v.• ,, , L.o T S • t• LOT I BLOC .142.. MUD I 5 1-H /ODD IT ONI 'bRAINAGE' CAL- CUL/aTIONS No_ 12193 l�lS /93 (K.WM) ` 20$" SWALf; s .P6a P.FV,tiM>r.NT.._ .. .:....:.... ....S•ogkce .. AvAtunaL -S - -. Reautget> L.elf./^,.rIh?..;.6.4- 1. - 11....u,,.. (.g.5)(v8) Z...,. 1,53 D F;T,, z , '(los)(1f 7 •-r e (241 i:.4.1:. t.1..'. • -., 5.0,0:0, F, t,•.. 0.10 hcFE • = 582o FT. ::76z56, 7 -:z4 .-...G 0 ,fl 416 \33 .:.FT.t. 1 9z 11 • ..Z43..P.T t. 2(oZ :F73 1246 FT "3 j s R�QL1\�6D l� :�208 "r..STaK•PGE Z 124,�..FT 1 2.) \-1'{?" pK`4 vjELV + o FT. Srog•GE (l, GES bv.T) . ..(64)(1.9.B) .-r.. o. 9S .0.3).61 :9 (6 .. (29)(I•ls).=..4o..F.T•3 5 .4)(1.9.5),- ._Z° @ (?0)(3,55 ,1 I . FT.?. C. Z. 3 kit .( 52) = ,._,18S FT 1800 FTs 1. 1 ... 1 1 1 • 1 10 • • 8 E• • ' in 3 64 0.0 wa, ....- .. F T. ...... .._.. M\D"-OME fp PDD 1"1 t S f•tN AGE CALcU LPS1 Lt NS • .fr s t ENT toe of vf=t oR06 16� FT. crrr E� Ifs S�oPE 1 , MA S W FT, p. \3 SVO A s4, OPe .,_.. Fcs �OKM 10 ▪ . 10 5 $� CROSS - 56CTIONPL M -P Of SWNLE \3' >;A5 EMtiNT Top of tiRAVE --) (2x. C — t J \ . . =_ :9.,V f"1 2- .1.01 •• O..c1t I aco f o.ot41 .,1. F-iw • 0. 0\4 F -/ $ s SWr.LE BOTtoM ar raffinlii NOR * � ; � c FT C T ir`its -i k ril'� - Y-1-W, e S Wq LE 51-0Pe .. No. 1z \/IG/93 (Kw r■) C E.C't IONkt.. ■rEP of S WALE i)(°9(47"1) *(2)(9 )t(0)(4'=)? 3.55 o.4a 2.00 co NC. CHI- Co Nc• COMB 1 PROJECT NAME = MIDILOME OTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 II TOTAL AREA = .1 ACRES 1 1 1 CHANNEL "FLOW VALUES' L = 72 Z2 = 36 .1 .N = .016 = .8 = .008 TD .1144 , I COMPUTED VALUES DUR = 5.00 I10 = 3. .10 010 29 • OA .29 1 I h 6 B r. 1 Q ' 0.2.1 (-FS " Q t 3 .P 51 .. Q 'I \-- t 3.0'81 1 1 1 DATE = 1710/9'3 OVERLAND FLOW VALUES ) IONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN C (PAVT.) Ct = .15 INCLUT7e 5: yp.wc. 06 13,..,16f, pr_ L := 0 D{/.v-We ot S 1 1.,c1\ravihY Lol 7 1\1..= . 016 &Vil)(kS)=.2.64A D.o6, i4Starki o f cvdts 1.)E-le of wh fLowicA.Te. COMPOSITE RUNOFF COEFFICIENT = - 9 3 Meet-3/4114G KT LOW. F•otrev SIA, tt s BATES Dg1VE 144 - 0.2.3 \in o B tit 4 I h oizq -4 2,43 Et 3. 0 51 ( 0 A 14 SAY 1 3 f v4IDE c IN. .1)r e/10-CuLICTiol4 CUFFS OiEWOG Kr LOW POINT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RATIONAL- FORMULA HYDROLOGY DATE = 1/18/9:3 DESIGNER = K W MCMULKIN BASIN C PROJECT. NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.3A. ACRES SUBAREA 2 = 2.1 ACRES TOTAL AREA = 3.41 ACRES COMPOSITE RUNOFF COEFFICIENT = .43812 167155 OVERLAND FLOW VALUES C;t = .15 L =. 0 .4 .01 CHANNEL FLOW VALUES L ._. -- 775 Z1 = 8.6 22 = 7.3 N ._ B _ 0 8 = .01. - TD = .7092 COMPUTED VALUES DUR 52.34 110 = • ..66 C210. _. .99 GA = .99 SUBAREA 1 RUNOFF COEFFICIENT SUBAREA 2 RUNOFF COEFFICIENT =_ . 9 . 15 1 DATE = 6/25/93 1 PROJECT NAME = MIDILOME ETH ADDITION DESCRIPTION = ETORMWATER DRAINAGE RATIONAL. FURMULA.'HYDROLOGY DESIGNER = W' MCh1ULICI:N, 1 SUBAREA 1 =- .11. ACRES SUBAREA 1 RIJNDF F, COEFF ICIENT - TOTAL AREA , 1/4 ACRES COMPOSITE ;COEFFICIENT 1 OVERLAND FLOW VALUES L C t -. . 15 1 J , O14 1 CHANNEL FLOW VALUES 1 1 = 2 2 .`i(, 22 = , 172 N . 014 1 EI S : !;i 1. 1 . .. TJ = .10:77 Ey- O S•t1 :ro 1- 11 :71 @ 1.00` °. `4? -PD,us : • ..3 @ D.yS`i° . 1 COMPUTED VALUES 7+ 50 To ect g+l,gl I I10 ._ .:„ lg (° }9z To .1 +so 58'.. @- %.9p`1° 40 OA = q.< 233.32 @ 1.11 1 1 1 1 1 1 G■AR? OQENING ON .CON(1NUouS 61zADas FIG. \8 "GUIDELINES. Foc7- S "( Ogr\WATE¢ N Q a L0. tr VTFI OF FLOW • GurTER D ?�E3 INCLUDES Lo.07Z� Ftzot" > lG. \8 (a) Q o. o A ?K\11. 1 0N 8 S TO $ i'52.1 '. ,?tw 14 38TH AVE STA. 0 +2s' 7 ., I OD)(1cs).�- F� 10ESOV ' P AD, u S t.:...,c 66 FT C2 z0:4o . c.Fs : E +ASIN "0" +'BDWDISH/3ETH &286 F'i O.l\ AGg-E 1HTEP -DEPT Q 0. co.O -1 -z Ua S A`( CuRZ CAl'C ') C \r /vve ._8 ED:E-E-Pq • BOW D , SH , 0 7° uT1 Flow: I I 11 I I i'..i 1 1 1 1 I 1 d o I I I I III I II 1 I � 111 1 1 1 1 1 1 . 1 ,.11 III I I 1 1 I I 1 1 1 I I j' ' I, ; j•1;I• � I 1 1 I id /� , 7 / ?,,./ 4- - -I- T TI -rh-{- 17 - T --L . I 1 1 in 1 1 1-I . I I -1 1 iT (Cr I i I r i I I . 1_41_ 1 1 1 1 . 1 - . 1 - - � f/ / Al - ---(- " -1--� I I 1 1 1 1 1 1 . n 1 1 I 1 I i � 1 ' I I i I y I( il ! 1 I it 1 - _ I I- I . - 1I111� " 1.1 11 : 1j 1 .' � 1 I1I 1 1 1 ��I11i1I�I � . __ L 1 II' I 1 I I 1 1 I 11 I III ' I I I o . � I I - - - - -I -I --1 • ��nunmuu , 1 -1-7 L- -- I I. 0 V / I : \ ■ + � io • EN 1 I 1 1 1 1 1 1 1 1 v� ._ I -- 1 - I - - 1 1 1 � 1.-I I I 1 1��1/r/� �( AW -Ie - 1! 0 1 1 I 1 1 1 1 1 • -r- I I i , 1- 1 - - - � L� _ 1 /ZA 1 -j-I �/ 1 - +- � �� r 1 1 I T ( i� 1 I I 1 . 1 1 f 1 1 , . I I .., 1 , .. 1 I I 1 � � I I ' I'1 '' ! i II' � I 1 1 I I I I I I I I II 1 I I M . 1 I I • 1 1 1 1 1 1 I . I III I. 1 1 1,, 11 1 1 I : 1 1 i. 1 - - 1 • • ' 1 i j I I 1 1 I1II I I I 11 I I I I' . I I I 11:%:.: I I I I I 1 ■ 1 " �I 1 1 1 1 ■ 1 1 // ' I X I I MI in min N1111 11011 0/ I tositaios.me piejr Lli - + - I-11MM N. EN I 1 1 I t- -r- iO�� d�l1g o I_ P I ry I I _ I I i _L 1 I I I_ I 1 I _ I a 1 1 1 1 1 1 1 1 1 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y - FEET .02 .03 .04 _ .05 .06 .08 .10 • .2 .05 .06 .08 .10 6 -39 ..3 8 .7 .8 .9 1 1.0 .10 .4 .5 .6 .8 1.0 • • .2 .3 L/ CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 .8 .6 .5 .4 .3 ._ , 00 L .10 .08 .06 .05 .04 .03 .01 1.0 8 .8 .5 .3 .2 Q (la RATIONAL FORMULf, HYDROLOGY DOTE = '6/29/93 DESIGNER = I:: W MCMULKIN KIN • 1 PROJECT NAME h1IDILDME B TH ADDITION 1 DESCRIPTION = STDRMNATER DRAINAGE SUBAREA 1 = .12 ACRES 1 TOTAL AREA = .12 ACRES 1 1 1 1 1 1 1 1 1 OVERLAND FLOP! VALUES C t = 15 hJ .016 1 . 1 CHANNEL FLnW VALUES L 212 21 = 36 1 L2 = .172 N 016 = 1 = ;012 TD 1 COMPUTED VALUES DUR = 5.00 110 = 3.12 010 = .34 PA = ,.34 O.11 DEP7H of FLOw 0. Can GuT•TEY_ D F S^>iont . Q 0 �4 o"F' 00, 0._0 (-2 FV-ot FIG. 1S (a) SAY: , IN "C6', _OTH /BATES' SUBAREA 1 RLII'IOF -F LOEF FICIENT COMPOSITE RUNOFF COEFFICIENT 4 +11 To 0R 4t 86.o5 R ADnHS 5k53 To ER !0}53:38 INCLUDES PAvT. OM '38 AVE, STA, 5tIG PAvT. ON, BATES DR• STP ( St31 To 1}o3.49 (IoS)(ig) 1886 FT Z (16,1)(C8): z 30 - 0Co F T? ., . ? ADIUS:: . 49 82 f 0 -12. ACRE 15.05e 1.00' 3 1. s e \00.38 e°. 0.80 %' 2.12. 61 C 1.1$ Gup� 0? .N ON CorTU iuou5 "GRADE F1G 13 "6T11p.(,11,15.1 FoFz 5'ToP- MWATER MANAGEMENT" SATES Qw 0.34 z 4 - .�-1 t .. ' : I NIT ERcEf T 10o ° GUT FLOW Q %0. ELC__12- CURB CUT k, v4%DE ;, S14 1 1 1. 1 1 I i 1' 1 :.. 1 1 1 I I 1 1' I i 1 t I I I I • I 1 1 , 1 1 1 1 1 11 1 111, I lI[111 1 I 1 I - U 1 I I I ; , . , 1 I, L I'��, -- + I ; i i T — T�f I r T C r( 1t N21131: J` I I ZI tfl t 1t , II ��/ I I � — � - 1, I I I r 1 I i I ��.. i.Y = -4 --f- 1 1 . 1 ' I 1 � Ii. 1 `' , 1 1 �. I � 1 . 11.E 1 � I 1 1 1 iii II I /' 1I �I 1 1 1 I I 1 1 1 1 1 1 1 °1 I I 1' 1 1 1 1 1 1 1 1 1 L, 10 • I I 1 , ■►./ . , . urlu SON _ ____ ali � Li 1 1 1 I I j � 1 �,°� r �a 1 I 1 I I ' j 1 I l i 11!1 I I - I I I 1 _N 1--I-- I I � /. I I --I-- -f-- 1 J i t r T r I I - 1 J — 1 i j 1 1 i 1 1 1 L - — 1 1 1 I I iii;! T I i t nil I f • �. l 1 Tf .--I- _ i j 1111 ; 1 ;; 1 11 l r I'Ili.. 1 I I II. I -� r ; I I 1 1 I I r � I. ';, I; 1 I 1 1 1 1 /X 1 1 jlji I I h- —i l l I I I 1 I I I I II I I I I I 1. 1 1,I I.. I ,_ 1 _. I 1 I I I ''. 1 , 11 I 1 1 I II, I 1 1 1 1 1 3 1 1 1 (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y - FEET .03 .04 .03 .08 .08 10" .2 4 r (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW .2 L / CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 .8 .6 2 , qa L 0s .8 .6 s .2 03 O .3 0a .10 EN 1 uu•Nsier u II N21131: J` III q ■Inu ■ 0 / r — 40,, / / /' 7 /'/ / J� �� s ��.. i.Y = -4 --f- ■ 8 p MIS■ N - -- - SON P L J -- _N :�� I■i_l___,_ IIlI1 a 11 9 I J i t r T ' . = T - -- - -+ - - -- 1 1 1 1 1 3 1 1 1 (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y - FEET .03 .04 .03 .08 .08 10" .2 4 r (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW .2 L / CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 .8 .6 2 , qa L 0s .8 .6 s .2 03 O .3 0a .10 • I ' - ti?7,p,s1N1 • I '": ::. • . • -I -6 • 2 .99 g E — T • ' . , . ...AL__ •--s. --? v.to■v f tt_Let I . 1 zt , ' - • - (vas)( t) 7_ 2.3 0 1- Etk1e cfc. (45) 1 • LL . . .. . . _ . _ . • . 2. • 1'3 \39 f 1 1- I / . - i • . . _ . . . . . I cl I t F4 4/ . f .. r. 7:( 2 "S S 1:1: C ...-- 1 . . ' ' • P \ V- 0 D t .1; -- —--: Lols e (2- Jr ■croo) Ft -z_ t.cz 1A11)11.-01`IVE. S PDT> tiMN I DRI\INt+Cie st t 2-1 0 0 0 z 139_11. __0.:1 -k0,1 1/15/93 P\ t'30 0 - 341 c 9516$1 r 2- it° f• (-SE • • • t, De: Sl 13 f - r -e. I 14 • = 5 49 F tyr _ .. A L6 9i 96_ e 2 ?.1 91.89_ ?....q3 A ks r- I . fcr s 04 1_2. L 9 -al 90- 532-.51 a, 0 1 1 I LoT \ I L.o T ■?..-4- ti VC II 4 ID • lot lo I •___• _.• ._.•.____.•• ______________ _ 11.-0 S S PC 1 1 1 Sm (k) " ST-og-p-.G G-Ruk?..et) 3 '72* - 24 FT. 3 38 FT O FT! 51-8 z21 FT 3 6 t14 PD1)11 o INt i GP., C u NT tA WtLE STOgi- - - - (5.1 F. T. I FT. o- "a 17.15?; ) ( .*o FT? t,00r'• 72A-z. FT yoi,xc V5 20 S 510 k6E- It 13 , t31 f-ci = 54S iN/ ‘ S DRYW +0 f-c: 5- ogi.G 10? of � I ` 1 NOR M 0 . 1 163 • FT: /FT r'zFrrir��y� 0. \313 5`�'1FL .. .. IJ C S w�4E _ SCOPE ,,rft• . D M \1L.OME b3' Flh1 k&. A5E.mt. T DR■ V SWAY I 1+ PDD ITCDN CFLCU LFCC IONS �IW 0.014"1 ft. /ft nrr«?m%nr' 3 r' 1F� E 51_0? t, 1.0 0.11 Of S WALE 1. 01 0.48 2. O lt.0 NDRM�II!7 .pT�� i riMi�l(r G :1-‘)Qt .. SWALE SLOPE .. ... 5WM -E BOTTOM N0. lt16 1 /iG /9; (K•I%) Co AC. CURB 5 I CI c - - — R05 = :Ecz IoNAL hC EF` D swALe _ap _ 193 / 5 29 1 5 d _ 5 ;�.11a {-f (� )(D - )(4. ) * (Z)(p -)(1 . ).t (0 ) Z 3.55 invat<0 Fr. .......09 1 1 1 1 1 1 1 1 1 t 1 1 RATIONAL FORMULA HYDROL. DATE -- 5/19/93 • DESIGN R IN L CONIUL! ;:: IN • BASIN l= PROJECT NAME = MIDI' OME • ;_IT!—i ADDITION DESCRIPTION = TORMWATER DFtFlIN( —EE. L JBARtE.-I SUBAREA A TOTAL AREA Ci...:A '. 99 ACi ' ii OVERLAND P'L..DW VALUES C C. = L.. _.• �. N "I S ,01 CHANNEL i_.L F LCD1'J VALUES 8.6 .79 ACRES ACRES 9 = • TD . 674 IELJ IT ED VALUES D UR = 6 ., -. C) 110 .... 1.17 010 / 2.L OA = ( 1.22 SUBAREA 1 RUNOFF r- COG! I IC1i:_N1 .._ .9 SU'.(Rci A' 2 RUNOFF J COEFF IC I ENT = „ 1:5 COMPOSITE RUNOFF COEFFICIENT IE!r =_ !O l'.,0` ::WALE LoTS 14 \3 12 I'D 1 1 1 1 1 1 1 1 1 1 1 1 1 RATIONAL FORMULA HYDROLOGY DATE =4 DESIGNER = f< W MCMUL1<IN BASIN D (PAVT. ) 1 PROJECT NAME = MIDILOME EITH ADDITION 1 DESCRIPTION = STORNWA, I ER DRAINAGE SUBAREA 1 =- .1: :; ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 1 TOTAL AREA 13 ACRES \ COMPOSITE RUNOFF COEFFICIENT =_ OVERLAND FLOW VALUES' CHANNEL FLOW VALUES COMPUTED VALUES DUR = 5,000 110 = 3 1E3 OA . • GFi • _ �'7 C L = . 15 L 0 1j. L = 177 Z1 =_ .172 Z2 = N = .016 B = 0 6 = .022 TD = .1044 3/ 3.081 (,L)( N) i Fog- 0.31 3.0g1 (ef.t 3.051 (0.1o44t CALc•L.PTto'r 1 o . cuWB O?£NIN6 AT Low ?DINT ING1 -UDES YPvT. ON BATES C-ougT AND BATES DRtva Y .oN DKtvEwPY LOT 9 -co p$S46vIA• LOT (0 C'acB 0?F.Nt146 AT Low ?DI•T STA. 1-t 4.66 BATES Cou&T (E8)(1`8) z 1584 = 3G (12b)(l9) z 2304 ( (sqo I1= G = 0.5 HEIGHT OF cu% F{ 0.1044' DEPTH of YJhT£1`' Q = 0.31 CFS FLowgATE 0 -1044 ` O.24 0.6 sky : q- F t: w 1U E 3.55 rt. 5564 tTZ v 0.13 hc14-6 ) mkTht-ome 1\DPI PINE. 5 0 (04 fT-z T No, l27,93 6 /93 (g.wm) c. 2-4 1 . -, C . 6KC Is cr. 2. 1 L. L T 0 , , 5 - 1 5 1 t T. , :.kt 12 - 1 "2. VI IN 7 icz 0 8" 51 o giNG £ i i / f ccv s _c 0 PO t tigv‘t 000 ":" 14,751 0 •? f1/4c..g_e gkss z. So, I DI- — 1- 51 G ‘ 2.05 S TORA6S___.c0211.1F4SD 5151 F 1 " - 14 2 . ley 1 _13b..5 1.1•1_ 1 PNVS \-n a WI- ‘'2o$ 'S F.EQUIR-t-1) SWALE. '..:: - Toiat-,Ge -- - Am f1/4 LE.-01•1-------- SATES ouRT , -- - - : , 1 i I 1 i ; ! , . ■ i -; : ,..1 i I W I N,..: , , j 1 ; ■ . I .. i 1 Q ____..._ .i.z.i..r.i. ._. 3 .__....... 3D. FT... : (44)(1.1$).3. S..1...rz €.. 1.00%/. (*) .I. 1_I_ f_T., 7 • _Al 2 - f 1 - 3 (\t)(151)(0.5):;_i8.1.. 0.09 pscics _SANAL.e. _ • _ • - • __ •• .•.__•_ oT5 '7 G 01" 6 1 • 1 1 1 1 1 1 1 S S t4li7U-OME. S ADVCT I DIZAINAE. CALCUL-N*1'10MS V2_ i N 11 ertpre ---t• 0 C.Fs 1■10 k/I9 /q3 NA). 1 1 1 1 ? of pf- Av EWA'f No K m . 116? FT. /F.r ..A S.wA4c - S' LppE FEE zis t^ ton- -4 W • 4a9m 34-4 -2 to Ty 80- F.t. I0°- MlDtl -OM ETA f■'D IT 1 0V f1/411•1 1 CAL .p S ItNS ;ASEMEr-LT to- CI? oS - ?CT1oNNL h EF of SWnLE „~ I 1 5 ._ ... . /,z\ /D 5\ /429 / t `-4:)2 )(3E4) Z 1.9$ Top of 'caw PY f-A5 EN R1— p ti Y R /w y - .rrsEZ'F !iT 1(/fl7 T MJlJ j Trifin \3 . �f 0• �3 sv+ LE • Pk Di Co NC.' R Cv.RB ate w O•_1 ..p ��C�rn� "Ili1� MK/ O .. NogMAL SwA'�FT. /.... G•1 �E SLOpE . ,.... SWAB BoTiDM o . O 1 G F'C•/ T. NO 121 l/t6/93 (Kw r-) conc. Gu FB CR055 SEC -1 loNnL PEEP of SALE z).(9s.)(4 ) * (?)(V. ).. (Q )(4t Z 3.55 l.01 0 - 2,00 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 RATIONAL FORMULA HYDROLOGY DATE = 1/19/93 DESIGNER = K W MCMULK.IN BASIN 1= PROJECT NAME MIDILOME BTH ADDITION 1 DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .34 ACRES SUBAREA 2 = .81 ACRES, TOTiAL, AREA = 1.15 ACRES OVERLAND FLOW VALUES .Ct = .15 L = 203 N = .4 ,005 • CHANNEL FLOW VALUES L' = '130 Z1 = 8.6 Z2 = 7.3 N =_ ... B _ 0 6 = .01 TD = . [5946 COMPUTED LIALUES DUR_ = 20,.16 1110 = 1:44 :010 PA,- SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .-:)7173913 43'5; 1 • 1 1 1 1 1 1 1 1 1 1 . • ' DATE = 1/19/97 DESIGNER= K W MCMUCKIN BASIN E (PAVT. ) PROJECT NAME = MIDILOME STH ADDITION CAL-cut-vi or4 S F cv‘v--e olEmtwei kt Low PT. DESCRIPTION = STORMwATER DRAINAGE SUBAREA 1 = .09 ACRES II TOTAL AREA = 09 ACRES OVERLAND FLOW VALUES 111 • = .15 L'L • = N • 9 = FLOW VALUES 1 1 1 1 L Z1 Z2 • N TD COMPUTED VALUES OUR 5.00 110 = 3.12 Q10 = CIA = ha 6 0.5 = 0.090C a = 0.26 cfs 129 . 172 36 .016 0 . 023 3.081 0-0 t / - N-rATIONAL FORMULA HYDROLOGY tuff OPENING M ..°W ?DINT c_c_uost HEIGHT of cv,tzg DEPTH 3-flROF f LoW fLow 3/ 3.o%1 (CAB) fOr- E c-c F 0.2.6 SUBAREA 1 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = .9 ?h.\ Ott - /s - re•-; cot-W= f•r-oril OittvEL To osztve..waY 1...DT 6 2304 = 86 ettX4si Iscio eI- FicrE.. B T r: - 3. (o.o clo om901 - 0, 0.5 fl. SAY 4- ft vitoS ) 6 IN. base 396o fl":‘ 0.0ci f.cf2-s CotA.3..T 1 1 1 P ‘PIL-ov\ 91k f1/4a■-:■TODNI 13A.sitk -Toi-Aut 62_,+o fis 4+4.7 tzs I 442 NO. l 1 / 4 /t6/95 (Kviti) 4- Loi_5_.ai - 1: - -) 000 .A u _271 toD0 _F- __I 9 1 .9.54 . .1-?\ C itks t deA- .33z F _ kt --------5-PS---1--NA---------? u 4 - 2. 0 B 'gSQu\aeP Sv4A.LE S •--mst.tLf■Est-€ ow .-- 13ia taizoie j. .__a3.....(13.P).(18).21..3.51.4Qt 0 .fl)( ( 6).±._16,21_47...F. L__ o. P1 ACF.E. .2_ . __(15._)_(_■g).)3_5f_t___ (1.2.4.)0 5) z...A.8_f_i_,: , 0 it:24 a_710..F.1.1.._ , ___....1:4.6_.r.S...1. 3 _____5 lt__ ._... _.7 S.....F.1., 0_ 3 (5. o.B0 ° le _ .(?..2)..(J ..9_B)_ti c o b• 00/0 .. ... .... .. _ ._.... _ ..._ . .. @ .... (.:2......9:).0,9.5_.)."-L.....f.li_g_.t.t.1. . e __(6f1-)_(1,9 3 ). z ..1 (2 o.so° ...._......—__------..------------- -- ...f. ._____1.5._ 3 (5W1,9S) t• • . e o.So . : ---------- 1 . 1 !ice oT OT 1 - 4 oT 4 3 3 - 4 4 oT 5 •ct .1_ 0 - r _s BLocy. MUM-Ome. 6 11-1 tVoDi Nv. vz. 53-, t)gAtNAG cALeuLkTiorus I 7.(:•15A 33z_f _ ; f_1• • arty 1 tog (19.56 )( I • ■A 332 T. 1 1 - - tire B w eLL- -+ 0 ft' S-1-0E-1>GE- 1 1 1 1 1 1 1 1 1 1 1D E to? of P- TVEWAY pet f 429 3c± j 0, /r rwa Fr 13� e-P5 Ern et- To? of to kv EWPY-- ) to \LoM - stn li 'C4 0.0IG1 FT. /F r�il�! Ft D. 11 r 3 � rrrrl+Yrnrr7r!!7 / /lr .F c 5 ,014 M AC Sky wLE /SL oPE .. L�F rlpi PS E CURB C 10 C2 SEC'f10NFL ARrcP OF `-WFL6 1 5... .... (-//25)(429) r (z)(o = l.qO f sa °g b ' 1( € 7 . FT C , � 7y � 9 h ` l f/��ih�lffi�liT N1 S yr �T. ._..... ., ....A4E. SLOP w c5- tt NDD ITtt) t)V N11%ik LCU LA'S IDNS EL /w 0.01a tS. /F S S 1 1.01 0.11 5W,.LE BOTTOM No. 121$3 q1l /9s C{WI`1) 7G 1.01 . . o.48 .. . 2.00 C'go55 -secs ONAL F C6 of SWALe • conc. pu FS ..,. ° ,!I 15 _ � 9a ,...... (1-)(o t (2)(p5 )�.11 -).t (A�)(4e) -. .5.5.5 p �rnm+�i,Ayg3 DATE =•1/13/93 PROJECT NAME = MIDILOME EITH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA f = .07 ACRES SUBAREA 1 RUNOFF COEFFICIENT = TOTAL AREA = .07 ACRES -- COMPOSITE RLINGFF COEFFICIENT OVERLAND FLOW VALUES q C ' -- �"� .INCLUVES: Phi T.. OR 5hT f. T t'J fFom Ct _ . 15 r 0 1 DR -vV.W l.Y Lot 2 To V We W1 L. = 0 LLY .°T 3. N = .016 C S = 1 ES, CIvs)(l8)=- \8'10 F4.` ti 0,05 AOp • CHANNEL FLOW VALUES oS L =..107 71 = .172 ( Z2 = _'; 6 N _ .016 • = 0 • '.008 TD = .l. COMPUTED VALUES DUR = 5.00 410 = 10� 010 = /'21' GA = ( 20 / 3.087 (BP RAT1C1i\IAL.. FORMULA HYDROLOGY DESIGNER = K W NCMULKIN BASIN F (FAYT.) CUBE OPENING AT Low POINT STA. V+25 , SATES pRIVE ■ = c =0.5' N= o• 1' (� z 0,20 C.F S `{ D 11 0 z h o.i 3,og z 0.20 L 1 2.05 F. 3 j1. WIDE 6 IN, DEEP CALCULhTION 'Fog C-uF OPENING F.T Low FoiNT BEIGHT OF CUFB gEYTH of iIkTEK FLov4z,cE L 1 • 1 1 RATIONAL FORMULA HYDROLOGY DATE /18/93 DESIGNER = K W MCMULK IN DAS I N F PROJECT NAME = MIDI LOME 8TH ADD IT ION I DESCRIPTION = STORMWATER DRAINAGE I SUBAREA 1 = 46 ACRES SUBAREA 2;. 98 ACRES TOTAL AREA = 1.44 ACRES I OVERLANID FLOW VALUES Ct = . L = 225 N . 4 S = 0.7 • CHANNEL FLOW VALUES I L 137 . . , 7.1. = ' . . ... . Z2 = • ' •. 3 . .. . 8 •• = . 000 • ' , . I D = ' . 6835 I compuTED vALuas • DUR . = 20.49 • _ '.:- ..;': i ' ••= ' OA - S VIALS LOT S 3 lit40 SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = . COMPOSITE RUNOFF COEFFICIENT = .389503333333 t I.G 3 1 OTT. c- Si 09.16 I . \ t-- ( ( 2 5 ) S it- r. T. 2.09.1b 1-0T 1 1 1 1 1 1 1 3A5iN "" 4.4 M\L-ot E Pcppri" tokl t)12-P,tt4 g CA 1.-C.0 \.-f•1 koNs- S D 1250 fi 1/4 2_0.i3 4 _S (5250 F .0.12 tNctze l f■cfe-e - 1 - 450 m 9 + Is FT. p.zz f 2- FT: 1•1/ /FT 1 1 1 1 1 t 1 - - ST. ogA6 6_. rzeQUtE1) .__. 1 1 1 1 � wkl -E : 4 ID E l TSTA- 3t5 To Q--tzt L�ASgtI " MIDELOME 8 1-H AUDHTLDN DRk r4 GE CALC-ULFTt.on S C 05 5 - . 5.7 EC7jONA1.-_ A.?EF. of sWALE .4 wiDE t) " 2 0 3 4 STogi.G E 2._(9 F7 r 2� l - TYPE "B ELL- -_± . 0_ FT" S TORAGE (I,o CF. put)__ = "ro'KAGE twatLABLE ; z 62 . 3.5S- FT• z 2210 FT, • 21 140. 121 0' ae, (Kwr -f) 1 1 1 1 1 1 1 1 1 0 ' . Top of DfL"veviM ........... .. - N OR"M . 7. Ft /FT ... -.... - ".(E..S . P �' €� . r 0 I n \po .... to- ... _.. V) CV-0 s S ARch of SWALE. 3e ... c c 0./ -. 7 d 3 13 .'. O0 e.ASEMENr Top of 9gxvEW G 0 ssxrnF q3 � F.r... :.. • ti M■D\1 -ov\E S PDD vnoN bAI•A&E CALCUL.A1 IONS - EASEMENT (.+- )(Q5-) (422-) (4.)bn(364)z 1.9`o %tZ F-IW rrliy C1•0 141 Eciti, nT«r'n;niPP/ rJt1 �L 07: p. \3l � SYrP � CD tic r1oR. .. CuR6 t• 01 0.91 e 0,016 ?"\-/t1". r-711 F rf! TIC ATP _-lri NQRr ° .. 7. -F /Fr . '64ifiCl F�lT/oYicT't ' � 2 5x3 .. • ... ._. .._ S Ln o. S 5 - 7 5Wl.L.E BOTTOM NO 1218 \/IG/93 CKWPA) L C NG. ‘4 1c45 as oSS SEC1IONAL Eh of SWALE Z /.(P5.)(i *(1)(o.5)( -� ).1 (0. 5 .)(k ')? 3.55 DATE = 1/19/91 DESIGNER K W MCMULKIN BASIN G (PAVT. PROJECT NAME == MIIDILOME LITH ADDITION CAL GUF,ATION FoR.Gufg 0? 1 AT Low 'POINT DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .12 ACRES ' TOTAL AREA = .12 ACRES 1 1 1 OVERLAND FLOW VALUES Ct = .15 L = 0. N = 018 9 . — .01 `'r\ATIONAL FORMULA h z 6" z 0,5 -I NEVGNT of GuF-E 1 • Q z 3,0�� (ON) 1 Q 0.34 HYDROLOGY 3. 0 51. (N ) 3 /Z 3•ofl (0.\ SUBAREA 1 RUNOFF COEFFICIENT - .9 COMPOSITE RUNOFF LOEI- H1LIENT• 'tNCLU2E51 ( On Bov+vISR V-or:o 5250 V -1-3- "- 0.t2.01/4c-c.6 ' CHANP.IEL', FLOW VALUES L. = 120 Z 1 = . 172 Z2 = 50 N = 018 E; = 0 ' S = .011 TD = .1017 ' COMI='UTE_D 'VALUES DUR = 5:00 I10 = 1.10 010 = OA = C •KFS oPEN■NU AY Low pc1NT; STA. 3t89.94 Bowpt`H goAU o, lot'I ' 4{ 7, 0,0.111 a D . E ?TH of F LOW _ = O.2o Q = 0.34 CAS FGONRntE 3.4V f SPY : .4 ft. w■LE ; ( i 4. DEer 1 1 1 1 1 1 DATE= 1/19/93 PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER•DRAINAGE SUBAREA 1 = .17 ACRES SUBAREA 2 = .22 ACRES TOTAL AREA = .39 ACRES COMPOSITE RUNOFF'COEFFICI EMT = .476923076923 OVERLAND FLOW VALUES CL = L = N = . 15 20R . 4 . 0o5 CHANNEL FLOW VALUES L = 40 Z1 = 0.6 Z2 = 7.3 N = .3 B = O ' G = .02 TD = .4255 COMPUTED VALUES DUR = 13.12 I10 = 1.92 210 OA | / "xATIONAL FORMULA HYDROLOGY'—; DESIGNER = K w MCMULKIH BASIN G Lo1 Z.�\ .5 \~o7 I. SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 • • 13L\si.N _F_L Q (cfs) V■Iv t Lowe 9 1-14 ADD 11" D 1•4 DRAINAG CAL-CUL/NT IONS t _5(z 0 MI: 1.13 0,61 o._99_ -4 cv-tec..v.. e....ow \/€... 1.7-2- '4 VAsIN '`D" PAL 6 fe-cu.JoF E. 042_ Ctieci= L0'44 iN SyIbL -E 0'/C ?-5)Wevitif 0.30 0,36 1 . .._._ ,NECCE:„ . Defietk ___-..c.11 i\n__60.5u4_0. s vial e_ _N c o k e _d . so/Ice , bc■sin "D" kc1/4s rc,.ctri r■Av\ off. Like-ewise 1 clep-t of - Flow ovev- dr;v-e.ways wcAs coittAlo,:re_d -or b as IvI D . The. cle o,-.E_s w ct r Qv) ci,esi v.cci 3_, ___ 1 Sr ectiLe-r.—+LRnAtie— '71 e_ _o_f__-ELow_iv‘..skifictle it',_ . . _ - t1Aer e.ftt e swate dept is s ciff Cc i-ey‘± tior.. , _ 1 bo,,siki_ an cis:v. s __Jr i Ke w_i-re __ i c of 8 r‘mzewck ov 1 de d_ \ticks cv-e...o,:_i ex- I kke ci +k o-C -Pow over dr ■ \iewcky 'or\ b as oft P , --1-Ine..-re a v- \ve_WCk. 4Q_ swf-Ficie_A+ for bo,sih "t)i. At.-■ a all offer bc\s'relc'. i ‘C h onl bcssi v4i c bar-hl its wq tkeref ore kbt cle_e+k of - Pow OVCr kkt beryl was cm lc ktat-ed ckTipe-oo-e-a stkf-Fc...ityd. 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 Computed Results: Depth Velocity Flow Area Flow Top Width Wetted Perimeter Critical Depth Critical Slope Froude Number Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: midilome 8th Comment: Basin 'D' swale Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge 8.54:1 (H:V) 7.27:1 (H:V), 0.030 0.0200 ft /ft 1.22 cfs 0.28 ft = 33c N. 1.90 fps 0.64 sf 4.51 ft 4.54 ft 0.27 ft 0.0258 ft /ft 0.89 (flow is Subcritical) SWAI-E DE-PTH FROM -coy of 'pizAvEWAY ?o BOTTOM of SWp.LE = 6.0 INCHE; 6.0 INCUEs 7 3.36 INCUES ygoviP REQUI TU EKEF o g E , OKAY Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Worksheet Name: midilome 8th Comment: Basin 'D driveway Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge Computed Results: Depth Velocity Flow Area Flow Top. Width Wetted Perimeter Critical Depth Critical Slope Froude Number • Triangular Channel Analysis & Design Open Channel - Uniform flow 14.93:1 (H:V) 60.00:1 (H:V) 0.016 0.0200 ft /ft 1.22 cfs 0.13 ft — 1•56 IN. 2.07 fps 0.59 sf 9.39 ft 9.40 ft 0.15 ft 0.0089 ft /ft 1.46 (flow is Supercritical) bEPTH F -oM To? of - D.RwvCWKj To GUTTEF.LINE = 2.0 INCHES ' (E1z4FoR -E, 2.0 INCH6: > L56 INCHES pp.ovii)ED Rectuwea Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Worksheet Name: midilome 8th Comment: Basin 'C' berm Solve For Depth Given Input Data: Bottom Width Left Side Slope Right Side Slope. Manning's n Channel Slope Discharge Computed Results: 1> FR-orn - Co? of EEgV To TO? of Cugg 2- 6.0 tNCHE= fNEREFoR -t, • Trapezoidal Channel Analysis & Design Open Channel - Uniform flow Depth Velocity . Flow.Area Flow Top Width Wetted Perimeter Critical Depth .Critical Slope Froude Number 10.59 ft 7.27:1 (H:V) 8.54:1 (H:V) 0.030 0.0080 ft /ft 0.99 cfs 0.10 ft z (,t° INC 0.90 fps 1.10 sf 12.13 ft 12.14 ft 0.06 ft 0.0334 ft /ft 0.52 (flow is Subcritical) (p.0 INCHES 7 1.20 INCN6S r ov,DEb RERuiF-ED orgy, Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 - -4 -- 0 • i '$oTTOM 5 WALE: $WALE BoTTOM { -- 10.59 -- a 5 8'5 - 3 .63 : .5 1.5 $ - r z o 0 0 3 do -A co 7 _ W f y 3 d iieasan Engineers. Inc. ' N 905 Argonne koaa 926 -132: SooKans. NA 99212 TYPICAL SECTION DATA Roadway halt wiath ENTER--' 25 Road Naae • ENIED- BONDISH ROAD Lett or Right ENTER- -i Right CurD TM TYPE A COUNTY Station Interval ENTER- - i 50 nININUn hAXIMUM Curb EL. Curb EL. fags Pave. CENTER % SLOPE EDGE 0151. % SLOPE EDGE DIST FROM I -4.57 1.21 to Guitar LINE CENTER- PAVEMENT Ca TO CIL TO PAVEMENT EDGE PVMT.1roe E/P + FROM E!P + SELECT- Design Ioo Curo STATION ELEVATION LINE ELEVATION EIP EDGE PAVE i SLOPE TO CURB CURB HGTI CURB HGTI ED ELEV 4 GRADE Y Grain 250:00 2013.45 2013.22 15.00 ' -1.53 0.00 10.00 2013.21 2013.52 2013.50 -2.20 o 300.00 2014.13 i 1.38 2013.90 ' 15.20 -1.51 1.36 9.80 2013.96 2014.20 2014.00 - 4.06 1.00 5 350.00 2013.28 ' -1.70 2012.66 14.10 -2.98 ' -2.08 10.90 2012.87 2013.14 2013.10 -2.39 -1.80 "t, Efl ui 400.00 2013.18 -0.20 2012.87 12.50 -2.48 ' 0.02 12.50 2012.81 2013.12 2012.87 -4.00 -0.46 `` 450.00 2013.55 0.74 2013.37 12.40 -1.45 1.00 '12.60 2013.30 2013.62 2013.31 -4.44 0.88 500.00 2014.15 1.20 2013.95 12.40 -1.61 1.16 12.60 2013.88 2014.20 2013.90 -4.37 1.18 550.00 .2014.91 • 1.52 2014.80 12.10 -0.91 1.70 12.90 2014.12 2015.04 2014.81 -3.80 1.82 600.00 2015.87 1.92. 2015.75 11.70 ' -1.03 1.90 13.30 2015.65 2015.98 2015.76 -3.68 1.90 650.00 2016.91 _ . 2.08 2016.63 11.90 ' -2.35 1.76 13.10 2016.54 2016.87 2016.71 -3.21 1.90 700.00 2017.68 1.54 2017.44 ' 12.20 -1.97 1.62 ' 12.80 ' 2017.36 2017.68 2017.66 -2.19 1.80 750.00 2018.41 1.46 2018.31 • 12.10 -0.83 ' 1.74 12.90 2018.23 2018.55 2018.45 -2.79 1.58 800.00 2019.17 1.52 2018.91 12.50 ' -2.08 1.20 12.50 2018.85 2019.16 2018.91 -4.00 0.92 850.00 2019.56 0.78 2019.26 12,60 -2.38 0.70 12.40 2019.20 2019.51 2019.21 -4.44 0.60 900.00 2019.81 0.50 2019.54 12.50 -2.16 0.56 12.50 2019.48 2019.79 2019.51 -4.24 0.60 950.00 2019.98 0.34 2019.69 12 -2.25 0.30 12.10 2019.65 2019.95 2019.81 -3.14 0.60 1000.00 2020.11 0.26 2020.11 ERR 0.60 1012.16 2020.19 0.66 2020.18 ERR 0.58 - Eric cuKc Cif Proieet: eiailoee 8th aoaition Job ho.: 12767 01sc.Fio.: File Nape: aia-e 14•hav-93 • 07:24 A11 1 1 1 1 1 1 1 5/CT biz!VE Th AVENUE ■ 1\1 - rEgs .cY bag . wt1-13ovvvisft_goAb .. .516 Eft sovic.15t4 1.. --1- . 1 i 1 • 1 1 • \A\ D \t.-0 tAS 5 iNtic)cvtoN S D‘sTANC.G. Auys s NO. 12:783 Giz.3/q3 ini 't'i 111-1 3OWDISH RoAb e k-efi *urn ovc1.;_71 e_ De.S13V1 Spe,e4 t.40 Sin\Ak:DGri 42.0 - cY0W1 fiBt \ X - 4-o • -4 _ cynko. qata s s. oy,c_ \tof LC I "\ c C OW\ r ■ gov/D \ SI( Desic: Speed n SZO {row, .Fis. coo CLUSOH i e_v./ 04 Dw_cl.;.s.k_F- 0 ctrl_ _C\?.p C. rS • eo\s.c-vvie-s4_.ako 0 wi siDIAk kurv■ ov\ ?> d;:.: •ockel 0. • vv, \hi -On o 60 . 55 50 30 25 70 0 200 400 E EDO 1000 12C0 140D 1600 5,CH 7 0,51 ANC( crEcT) A - SCUT D:STANCE FOR P VERiCLE CROSSPIC ?JANE 1-CL FROu STOP.ISEE 0:ACRAul • • 1 D:STANCE FOR IR VER::LE 111o3C LEFT k10 2-LANE PZ.P.,-;AT ACCROSS P APPROACH:!:0 FROu LEFT.ISEE OIACRtul 6-1-41.cnomed!cn SIGHT thSTLNEE FOR P vEN:CLE TuRN:NG LEFT p:10 4-LANE H.:CRwA; ACCROSS P vER:CLE APPROAcHNG FROU LEFT.ESEE 0:ALI:Au) (1-213SICAR1 DISTANCE FOR P VER;CLL 10 TURN T p:10 2-LANE RGH4AT AND Clip: ESZ Or GCSIC,-: SPEED wilmOLIT EE1NC OVERTAKEN EY A %Mai APPROACHING EROu INC PVLEIT REDUCING SPEED FP.Ou. DESICN SPEED 10 ESZ of DESIGN SPEED. (SEE D:ACF.‘ul LCD-, S17.-11 D:SlANCE FOR P vEH:CLE 10 luRN tNIO 2-1.ANE FtC9ILT AND Alin,: EY/. OE E. SPEED )IIHOUT EEI.P:G OVERTAKEN EY L VEI;;;LE A.PFROLC! FEOu INC LEFT AND. FF.Cia DES:CS SPIED 10 ES% or DES!.T.N SPEED. Figure IX-40. Intersection sloht distance at at-grade Intersection (Case 1118 and Case IIIC). Yra • -*-3.-cf'--'4r---;c1:47 •-:F•A 71.4 / / h 1 1, 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 R6FEP Ericc_ MIDILOMG BTH /CDDITIDN SIGHT p \ STANCE ANALYSIS 'Bow D∎sH f rlo: IZl $3 G/ for ca Gar vtai - t y, .Mere Bates tr.ive or _?,8 t onto Bowdisk goad., .�I�e �ollow� ;ng . aSSuvnPtiovts were vn■de : 1. Dr+vers eye 13 Igo feet belnind gut-ferHe o-f 3owthsk p4. ,Z. T 11e. C4 grouvtd Ih kkis areq is generall -Fick*. - TI1ucs, tlke noJurcI grouted to -fine drivers le f+ anc1 right does not obstruct - 1 - tie view . of approachin3 traffic Bov',disk P-oad 13 a CO arterial v./1 k -. de si 512eed of 40 vo.p.Ln. AAsHTO— Geovnetric Desi9v, of Highways aha Stree. *s ) f j Are IX —` o In-1'ersection sisti }.dkstance ak at -grade \nkerseetiov, Sill t E SKI SD S71 - . la 20 ts •C' o Q A') c‘ tz 2 6 3 z 83. s 1 o.00 AT ES mit mil milli mit mil 1 8,3.Tc: - . • 1---1 ° cm . 0 0 • a' 14 1 C ru VI 5 1 .1 rCa_ci 0 Q V) 0 0 5 .1111- SP au dB 8 3 st:>' s - 0 r • ; DotiLla_ t 0 6 0 ' SpO k (c) NOTE : 4 Co,-- - Bo,)(3■TAN as 3a'± az 2 S - TR E E 0 PO 0 GO 2 NEW imff - - TEE - dE 5 7 3m7 '— — ---- s. warn S ag _ -•�� C..7i°�. — . S= _ -- er= maiw _ _ mag i -, I— t=_ T -7 2 ._ Wad .., •-°-a a� sz � e —a ChtCKED ar G gic -ter — a - tai== 3 === =or= MiEeitSEESEBErateiSt - -^ ^" - - i _ -_.. _ _ _ ' _ :> - EME.WIENEREMEMINEMENEMErtelEri MINaMMITEEIRE Miffi - ate` --' �_ E NV EMEn agiliMME EN s= ��. MEEK E � -- INEM A9 . 71112 951A7J0 - 11519hA3J3 34AM 20/6 M • x 2023 202/ SHEET 1/ '.`NO: :- • S4 - -33 =S' 20/9 20 /J 20/7 202 x 2022 20;7 2013'- :; 2028 2025 r• w� 11,;_,c) GVJ c7 0 2022 l/ 2 Q • 1O 1 1 x 20/7 Q 0 x 2024 2033 x 202! x T 2026 Cuufvat,c • • c. -7--- , vc-kr-dsr-Rba--tyltaccfc cers.i, 7r s • ? it-- • • SPOKANE COUNTY, WASHINGTON — SHEET NUMBER 75 R44 E (Joins sheet 66) t9GY:1/44VEL: ;1?-"t - Re: — z 1 Mde Scale 1: 20 000 Sts ' 1 S BLOC . Z 31 N ,\v L N u 3'1 ' S - S 0 t>o•op' 0 iN 0 1 rtb -oo 4 1 DO, e . B arrrel Dr well Cod i Curb t c v} tr ink +, cJpC, Lgne Co . IS N c_ cr 4 0 M• ..J n -a P1 N M s O to 2 2S zo' to' rso.00• 90.00' 5!n le Barra,' 1 Dry�.eI1 Curb. t Q L. #Cr In led Spc .kca 0 4 0 N .Dr w?II 5 ° ter to Iek Spo Co, Std. - SIngIE Barrel Cur 4 Swtc . \• _ SO MIDILOME ADDITION S PROFILES t DRAINAGE MAP: Tl GFAV:t Pr p/ SF'Ol'tttl'E r. cl ` /r.�� i` . ` r, INC, 1'222 ��__ ��s'a .s��S��n•' -s , ®>� ��_ _ 'tom c��m5� - ° ° - ra_ wasMMEME ems_ -- _CM Magma -WEEMENAREASIMANIMMOMMEMS LI it: 1 1 1 ESEEM r` _ _ - 14= Se 0 3TAJ`. 'MAJ9 347049 • T14IA951A!J0 703 . 339A9 p T. illA9AA3J0 KCIMENZESENSIE J ae _ E =. =1 c 0 = - _ — =r - —r - = _E Vii_ -= —-- �_�_.� _ _— � — s -�- _0��' �� Ems_ � - -= 3 TAJ1 .iAJ9 3)11019 .. 7 - 1; bb . .5139A9; TNIA99.= A.2.i1 - 1 1 .. 1 1 1. Lint. • I r I 1 1\ : ..5.n / aorr_/ 1) r. :.. -.1- i r,l S ti".K. St,g.4.- cf a- \i '� '�ra:nn ‘5%...,... le'. ' j, "9 , I) 1 d Lc? '79 f�j Curb il.) l l I t '6 � • -St r your d ELEVATION . VI E.W WALE.. 'LIETAtL M \Gl� OME I' ADD. �ot7on Swal n an- Jra..?i -3.:= S rc IU 1 1 1 t J ELEVATION view S LE DETAI is= =nMai M.....:llant UMinsa= MEM= traillinEa G mas =mm me ammitargl = w -- S sae ic aly nala :�.- -tea moli - pra Cam.. � = """'o:: ..... e wassamincial gii .......mmatmaraff=usedge matzat a Nam manni SIM . .E 3 -. MMKNISMas ■ 1 "DATE = 5/7/92 "PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE II SUBAREA 1 = .96 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 2.35 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 "TOTAL AREA = 3.11 ACRES COMPOSITE RUNOFF COEFFICIENT = .=6752265861 OVERLAND FLOW VALUES 1 1 1 1 1 1 1 1 1 1 1 1 1 Ct = .15 L = 600 N = .4 S = .012 CHANNEL FLOW VALUES L 0 TD = 0 "COMPUTED VALUES DUR = 15.15 • I10 = 1.76 010 - 14 OA (.o • RATIONAL FORMULA HYDROLOGY DESIGNER = F; W MCMULKIN BASIN -Ad- n2-r ' -yit.0 1 1 1 113A51N • Al t Alt A3 t f■ 9 To • 61. , 2 . 27 _ +. 15,46x•+ 12, t 46, HO = 143 041 F? B2.Ceci k& 1 109 PAN T. .: 9969 t 14+0 t 14 Ia: T 4o�t Z I Fr. AofS z.'SDQD_._1 _Z — 1DO = 000 f T • Z A Piz,v es- z 300-0 t- loop -t coo 1' 3000 a S000 p t A 1mPtKV. z 1.1. ...-t 4440 t1 1 1(°,390 = 43 FT - 0 .99 t-c-ifE 51,261 100 6tI E+RA55 5z1135 t 1\ t29,800 = \O2 FTZ 2: 5ACF- \53.3B c l•81 °l° Gt4 lc* o0 34c1.1o 0.80` ° .__ 31.'12 @ o. 6`1 1 o1. 6 1 c 1.09 - VAID1LOvhE - PDPLTION' 51fo(vnWAT DRAINAGt. CA1 Gut ANIONS •1— =2-1 1c o 0.• «� 116.35 0.60 125.56 C LtS` 29 I •' I CN o.95" NO. IS Soo S/1 /`12 0 ill) 1 1 1 1 1 1 Yf1Pit -o tE -ITH hVDITION STOCtMWATEtz DRAINAGE CALCu frTlow; BASIN -1 Az -t A3 -t A4 CROSS $ECTIoNAL. AREA SWALE (iz)(0:5)(4.29) .Y (1!)(05)(3•G4) I•`I O F7. 6TZAD'E AND LENGTH OF = WALE IF IOD• FT. ANp I :o `�o ;UNION; CT. i STORFGE REQuIRED'• ST 01 2 -AG• &NP -AFSLE THEN SW red.. 141 /0 8E CoNS/DE FLFT 3 O Or 40711 AV E , CS) A4 = o.cao` Lot . � . A3 _ . 8o .t?. C o.go io �o t 6 ..AI - - I to FT. D .2o` o. ( +) A I . = I " DO FT• cr? O. b D 6 NO. Iz500 (IcWr,) CFw-- I(y = 14 - 16 = G* / Zoo - 1G = G- — I te ` I 00 • 1 - SOD " 208 " STORAGE = 415+ b -I- (o -r 26G :— Sol CT• F1 P. 2. F". h4 2) 2- TYPE `6" DIgYWELLn - F (- TYPE "K G>•‘rwe\-- (t•o cFs ouT) (0.7s CF5 ou-r) • ,00 Ft. % 1•9b Fri = 5 14 F 1.3 7 c 9 ZS F1. > Sol 99- FT. z- 3.55 FS? z 33,4 Fr.3 BPSIN P2 +P3 + A4 1.39 CFS (1")- 0.3 cFS(0uT)c 1.01 cfc•-• (t'fts. ) BASIN AI D•91 Cf: (w) + 1.01 CF f. (IN) c 2.0+ cFS (04) -v2 (PVT) • NTH ... MIDILO = ''. PDl I "'20$ DRAIN(.GE. 'cAL- cUL.:ATio IS • ' - SDP oP oii G . .. o� - - -. p OILI F • N ORr yt A F / 112777 ,� . F S .-o _. .._. 6 V . 5 .... ....._. __. ........ .:..........._.__•SWht- E_.60ADM e• :9' EhSi'WIENT l.❑�. . .T..... Tor Or,PgIVE Y. .4, Ai7-7Z PIA Le" ... ao ggM:" -:. CR055 -: SEOTIDNNL PREP OF SW ALE : .. Cll I: ILSOo o13 (•O ti:citer r r Q.wri) 5/11/92 _pc- q AN -' 'ytll mu►Yl ptp7.LENGTf 1-9. FT.__ _i N'T E Fyo? N @ l" f.? ! D g ty/ c� f • 0 �...: tl� ..^' - re v of ' c L- e- sFC.I ' SECTIONAL AREA DF SWM.E 1 1 RATIONAL FORMULA HYDROLOGY •ATE = 6/29/92 DESIGI\IER K 4J MCMULKIN BASIN "A" PAVT. PROJECT NAME = MIDILOME 7TH ADDITION "DESCRIPTION = STORMWATER DRAINAGE T u;AREA 1 = .44 ACRES SUBAREA 1 RUNOFF COEFFICIENT =_ .9 OTAL AREA = .44 ACRES -1 COMPOSITE RUNOFF COEFFICIENT =- .9 (OVERLAND FLOW VALUES ct = .15 1 L 0 = N .016 S = .01 'CHANNEL FLOW VALUES L = 708 ' Z1 = .172 Z2 = 36 N = .016 EI = 0 S ;iil. TD = .1838 "COMPUTED VALUES • DUR ' 6.34 I10 =_ 2.87 ' 010 = 1.14 PA 1.14 1 1 1 1 1 1 1 G "= o.& N 6.1838' Q z 1.Vr CF5 L- 3 /4• Q z 3.081 CL---)(k-\) 1F INCLUDES YAVT. ON 401H AVE./ 2i TH ME. 10 UNtotA Ct- PJ+VT. oN UNtoN C7. Cvf<� opEntNG AT l..oVJ PINT I E.R• X 4'59.91 I - teAGNT o¢ Cuf« pt?TH of WFSE� FLOW r FiTSc. 1l D.tS3b h D.5 0, "- 1 H l h Q 1•14 - *61 Ft. Fo ( 0" DEYga SionN 3.081 (1 • 3.081 (0.18: / t SAY'. 5 FT. W\tE- ; G 114. DEEP 1 1 1 1 1 1 1 1 ,BASIN NAI" AREF - SoTFL G9, zz F Mww11 -oNv - - ADD1IIDt4 S1oRr\wPTER DRf.INF.Gti CF`- Cv,LATI NO. 12SOo 5 1-1-19 2 ( vd 1-A \i 1 A Frv•r.' ( 121,59 1 - 1 4 0(1S) _ a ' (156.49 - 1b -tZB)(1`d) - 2,996 '6: Cugg RADIUS FILLET @ 4 AVE. _ 88.98 CURB FADIus fIl -LET c to -S/.0 = 65.06 CURB 5369 i4)Ctb)= 1332 a 2.(TC��95� = �r'9�rr�� ' 'Io3.1 E7. - o.\ 2 ' nctE ` �1p�O3 1. = i' o.1Ct Ac 141\ Roo z 2 LOTS La 2000 FT 2 5o00 FT t c1c1 i • 4G9 =73.23 he A oR1VES 3 t o cs 1DOO FT• _ B000 FT. 1 oT 914o 1 l 0 . erl 1 A hcg6 Q3 SOOO-t = c ;3 6di FTz Leo \mFERViov,s z y� -� � �� ^ 1'1,960 S1 1 A GF-Ass - 6 9 ,21.1 y�,ce,C 5_2;8s6 r L -zI ■cF-3 I.1B 1t 2o$ S1QKA6E REQutFc.EP = 996 FE ie 8 S'(oR-PGE hVA11.NBLF = 110 - = 99 F 3.55 FT" _ fT•' cK� ka 100 E1. x.1.9 ^ oFT ? 198 F1.. U 532 FT.' % IN. tZ �N /fT 53= i 415 /or. 1 1 1 ■•■ 0 ‘ 1)1 Lc n kke — 1 1 " p\t-dtp■ OWT Pgf-ANF.6E. LULKtLOCtS _BP‘s_t_1\-1 PC2- .. lo re\wr. (e0)(1S) ■ 0 Do It-c."- . - oTc.. - o0o I _ _ _ _ STC P■V• 7 — — 16? PgtV A - Z- L LO:c. = Nio• 17_5(.0 5 /5.1. /gz Ciciw ryl) ts\ 14-4-0 - k - 7e-oo1) t 1_0 00 = 0 14-.4o :-•-• 6o 1-1 • F1_ z p: 1.98 f - r z- 123 > 60 /OK 1 1 1 1 1 1 ' "jOThV 1(`( \1DILOWIe — 1 1 i P.L .- DITION 1012- tin W pf<AINhGE C/ L.U.-kTIONit NO. Vi CO E. 1 /`Iz (f;v /u ) ..._ .($o)(la) -r -1440 FT_`_ 200° Fti 7-002 fl Loi loop 1 z LU'T F\ 1vrP6�vlou= 14.4 Zoo O -V 4440 FT - Q.IQ h��E ... GKASS ` 12-I 4.9± - SS 2. . F (. 0. L+Li=I; / Z Y. l .4 -Y.D STORAGE... RE-Q W:REe.D_- ......1.4_49._F ?. . Ny n. $" . - 5T2_KAG E. fi1a1/41..13..1-E Z- 5.O — 1. _ G_4 1 . .._?K__L_`t$ .F.T 12l_ KIV6 ��.. 121 7 MoD OK 1 1 1 1 yv\ ■D■ Lome - 7 1 " -.-.. .4 tc10 vt 10 (t 6Q) (1-t_ (113,4 I)(L6) z- r--; F ot5 Ac- - 7e k --z-000 A 0 e 7000 f 0 1000 e 3000 • iS FT 0,3S A s - ss• - -* — 0Z.9_tp 7-9. f1 0_,Le6 . " Z-D_S &. . 1 SIPRAG..• F 1 = 26 • . ; l2. 1 ° s ° g (NG c- - 111 4S _ET_. 37.0 0.b 0 0) EA-CC-AND l• 1 0 ..`i 0 r '81 a 0--arrgio pFA■ia. 32 No. 12530 • 5/-5/92.. k4-1 < 26G cxe..y-ss wiLL_ L. sToltD IN a AC: 1145 A-2.1/-1/4z-e Kevin McMulkin, P.E. Simpson Engineers, Inc. SUBJECT: P1168H - Midilome 8th Addition 3rd Review Gentlemen: OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. In addition, please provide the original mylars for this project; if you would like a reproducible plan set with the County's approval stamp, please provide a sepia of the plans. If you have any questions about this review, please contact us at 456 -3600. Thank you. encls: Plans (1 set) Calculations (1 copy) 208 lot plans (1 set) Comments (2 pages) cc: project file 1jeviewer (comments only) W. 1026 Broadway Ave. July 19, 1993 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer Edward 7. PaCr Jr., P.E. Plans Review Engineer Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. PREVIOUS COMMENTS: PLANS: 1. Block 1: a. Lot 1 General: 2. Developer's signature will be need for final approvals 208 LOT PLANS: REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES REVIEWER: Ed Parry DATE: 19 Jul 93 REVIEW #: 3 PAGE # 1 of PLANS: Sheet 1: 4. Provide an analysis of the horizontal clear sight distance at Bates Dr. and 38th intersections with Bowdish. Sight distance easements may be needed on lots bordering Bowdish (indicate sight distance easements for the portions of the lots bounded by the sight distance line and the R /W; note also on the plat map. Incorporate the attached wording for sight distance easements into the plat dedication) CALCULATIONS: Basin Map: 3. What purpose do the 16' curb cuts along Bowdish serve? These should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next '/2 ft) would be prudent, but 16' is way out of line) (6) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next '/2 ft) would be prudent, but 16' is way out of line) Page 2 of 2 REVIEW COMMENTS PROJECT //: P1168H REVIEW #: 2 DATE: 19 Jul 93 b. Lot 5: (4) Indicate station /offset /invert for the 4' curb opening on 38th (indicate location is at MCR) 2. Block 2: a. Lot 5: (4) What purpose does the 16' curb cut along Bates serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut = 4.5'. Minor oversizing (to the next 'h ft) would be prudent, but 16' is way out of line) e. Lot 9: (2) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (need to consider the 2" depression at the curb drop; this yields a curb cut =4.5'. Minor oversizing (to the next 'A ft) would be prudent, but 16' is way out of line) NEW COMMENTS: Sheet 1: 1. Coordinate driveway location dimension (25') at Lot 6, Block 2 with 10' location dimension shown on Sheet 2, Sheet 3, and the 208 Lot Plan Sheet 2: 1. Coordinate driveway location dimension (10') at Lot 6, Block 2 with 25' location dimension shown on Sheet 1 Sheet 3: 1. Coordinate driveway location dimension (10') at Lot 6, Block 2 with 25' location dimension shown on Sheet 1 Lot Plans: 1. Block 2, Lot 6: Coordinate driveway location dimension (10') with 25' location dimension shown on Sheet 1 2. Each individual Lot Plan will need a copy of the section details attached • SIGHT DISTANCE EASEMENT Sight distance easements in Lot(s) , and , Block , as platted and shown hereon, are hereby granted to Spokane County and its authorized agents for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Office of the Spokane County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to the property owner. PROJECT: W,LMI(4#E PROJECT SURVEYOR (Plat) YES NO N/A SUBMITTAL CHECKLIST GENERAL ITEMS PROJECT # fPoed REVIEW # REVIEWER: DATE: /64.443 PROJECT SPONSOR: EICbt izaaxMfr TEL # PROJECT ENGINEER (Road & Drainage Plans) kN ttw.k#J (sAfr'nr TEL # Y124." '3m TEL # 1. The $100.00 fee for plat review has been paid to Spokane County for this submittal / 2. An agreement to pay fees has been submitted to Development Engineering Services // 3 The fee agreement has been signed by the project owner or a principal of the developer's firm. If signed by an agent of the owner, written authorization from the owner is attached to the fee agreement 4. Review fee account is current (no invoices over 30 days outstanding) ■ 5. I have noted the plans in, plans out dates on the pink sheet in the file 6. The plans are on 24" x 36" sheets 7. The calculations are bound together 8. The plans and calculations are stamped and signed by a Professional Engineer GENERAL ITEMS (cont'd) 1/ 10. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat 11. Bowstring calculations by developer are in the file for this review. cklistv2.1 /Jun93 J 9. The developer has signed and approved the road and drainage plans 12. Vertical curve stopping sight distance calculations by developer are in file for this review' 13. v4orizontal & vertical alignment sight distance calculations by developer are in file for this review 14a. The file contains a Spokane County Section Map 14b The file contains a Spokane County Assessors's Map l 14c. The file contains an aerial photo of the proposed project area 14d The file contains a corrected preliminary of the final plat map 15 The project is located in urban boundary area 16 The project is located in the Aquifer Sensitive Area ii 17. Are there any parts of the project located in an identified Flood Plain Area? ii 18. List any design deviation requests and their status: 2 GENERAL ITEMS (cont'd) J 1 cklistv2.1 /3un93 19. Locate the Findings and Order for the project and list any unusual conditions: 20. , Backcheck of previous comments completed 21. All previous comments adequately addressed 5/ogr Mr g ggr W c frai /mss 3 cklistv2.1 /Jun93 FIELD REVIEW 4" 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.) If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? 8. If there are culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 4 cklistv2. 1 /Jun93 ROAD PLANS V `' 1 List any roads that must be designed and constructed on the project. ROAD REQ'D WIDTH DESIGN MIN. /MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolation test request to the Construction Section with soils information and a layout of the project. "R" value test request to Designer (date). 5 ROAD PLANS (cont'd) 6. Is the bench mark shown on the plans? 7. Are stationing equations shown? 8. Is stationing correct (south to north, west to east, reading left to right on the plan)? 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted)? 10. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? 11. Does the note "Any conflicting utilities shall be relocated prior to construction of roads or drainage facilities." appear on the plans? / n' p�� 12. STREET WIDENING V (� �C" 12a. Are curb design sheets provided for widening of existing streets? 12b. Does the curb design conform to Spokane County Standards of section cross slope (Between 2% and 4.50)? ckliotv2.1 /Jun93 12c. Is there a street cross section shown for widening existing streets? 12d. Does the proposed new width match the width required in the Findings and Order? 12e. The cross - section shows: existing R/W proposed R/W future setaside 12f. 100' (min.) pavement taper into project is shown a. There is adequate R/W for the taper to extend from the new paving width to existing payment. b. There is inadequate R/W for the taper to extend from the new paving width to existing payment; taper extends from existing paving to R /W. 12g. Length of pavement taper out of project meets: WS + 60 for design speeds s 40 mph WS for design speeds > 45 mph 12h. Transition from end of curb to existing paving is shown (curb should nose down in 12 ") 6 ROAD PLANS (cont'd) ckliotv2.1 /Jun93 12i. A 4" -wide, white painted fogline at 12" from the edge of paving is indicated (tapers or tangents) 12j. Are the curb grades above the county minimum of 0.8 %? 12k. If curb grades are below 0.8 %, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 13. NEW STREETS 13a. Does the proposed alignment meet Spokane County Standards? vertical slopes vertical curve length horizontal curve radius 13b. The plans show the typical cross section for streets 13c. Does the proposed street width match the Findings and Order? 13d. The cross - section shows: existing R/W proposed R/W future setaside 13e. Does the typical section on the plans meet Spokane County Road Standards? 'cross slope is shown cross slope is within standards cross slope is correct when checked on profile 13f. Curb type: shown proper type for the road classification meets Spokane County Road Standards for curbs within the public right -of -way consistent with the curb type in the general area 13g. Are the curb grades above the county minimum of 0.8 %? 13h. If curb grades are below 0.8 %, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 7 ROAD PLANS (cont'd) ckliotv2.1 /Jun93 14. Has an "R" value test been performed for each soil group? 14a. The pavement section is adequate for the R -value and Traffic Index for the road type 15. Locations where water is intended to flow through an inlet or curb cut are at the low point in vertical curve 16. SIGNAGE PLAN 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) 16b. Street name signs are shown at all intersecting streets 16c. Is there a need for barriers at the end of dead end streets? 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) 17. Has the Fire District approved all proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CURB RETURNS 18a. Are BCR, MCR, and ECR stations /elevations on curb returns shown on the plan? in the profile? 18b. Are the curb return elevations correct? 18c. Is there positive drainage from the road intersection to the MCR? 18d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled /wedge curbs, to face for vertical curb face types) 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerline to the curbline 19. CUL- DE- SACS' 19a. The cul -de -sac grades (top of curb) meet county cul -de -sac standards (1.% min.) 19b. The cul -de -sac curb is shown in profile 8 ROAD PLANS (cont'd) ckliotv2.1 /Jun93 20. INTERSECTIONS 20a. Do the intersections meet the 2% grade requirements? 20b. Wheelchair ramps are provided at intersections with sidewalks 20c. If there is a change of direction at the wheelchair ramps, are the ramps oriented so that: a 5'x5' pad is provided at the top of the ramp? the required 5'x5' landing zone at the bottom of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? any drainage structures are located outside of the landing zone? 20d. The intersection horizontal - sight distance analysis shows that sight triangle encroachment on private property is 2' or less 21. Is there a need for slope easements? 22. Is there a need for erosion protection? 23. DRIVEWAYS"'" 23a. Can a driveway slope of 8% or less be maintained between the edge of pavement and the right -of- way? 23b. Can a driveway slope of 12% or less be maintained between the right -of -way and the building setback line? 9 cklistv2 1 /Jun93 DRAINAGE PLANS 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 2. Was a contour map submitted to properly determine drainage basins? 4. Were all existing drainage courses shown? 5. Were all the proposed drainage courses shown? 6. Were Hydrologic calculations submitted for each basin? (Bowstring if area s 10 acres, SCS TR -55 if area > 10 acres) Offsite (50 -yr storm if undeveloped, 10 -yr storm if developed) Onsite (10 -yr storm) Q for entire area Q for roads only INFILTRATION POND Actual pond volume provided DETENTION POND Release to pipe system: contain 50 -yr developed, release at 50 -yr pre - developed, overflow to pipe for 100 -yr developed, emergency overflow weir for 100 -yr developed Retained on site, no drywell: contain 100 -yr developed; emergency overflow for 100 -yr developed 208 SWALES 208 swale floor area, volume requirements 208 swale floor area provided 208 swale volume provided CONVEYANCE Conveyance - pipes, ditches; gutter flow depth is less than gutter height 16) Backwater - pipes, ditches Headwater - culverts Curb drop /curb inlets on grade (fig 16), sump (fig 17) Grates - sump (fig 15), continuous grade (fig 10 DRAINAGE PLANS (cont'd) IC/ 00 lAC AL) lip A� 01.414 Z, 1 1" 1 - 3 lb t w� w' 0 4'g ckliotv2.1 /3un93 Grates - sump (fig 15), continuous grade (fig 16) Riprap - stone gradation, pad dimensions 7. Are percolation tests required for soils in this area? 8. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 9. Does the drainage design propose to divert water from a natural watercourse? 10. Does the drainage design concentrate water flow where sheet flow previously existed. 11. Does any part of the plat lie within a designated 100 -year Flood Plain Area? 12. Does any part of the plat lie within Zone "B" of the designate Flood Plain Area? 13. Is the max. street ponding in any part of a Zone "B" less than 1'? 14. Does the plat contain appropriate language limiting the lowermost opening in a structure located in a Zone "B" to not less than 1' above the lowest road elevation? 15. The drainage concept is compatible with planning commission requirements. 16. The difference between present and future flows is retained on the site. INLETS 1. The inlets shown are within the stream flow. 2. Inlets are shown on the low side of a road or at the low point of a vertical curve Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the grate against the curb face (all grate types). Perimeter is divided by 2 for calculations where no curb opening (Type 1) is provided. Area = clear area - 2 for Type 1 grates) 11 DRAINAGE PLANS (cont'd) ckliotv2. 1 /3un93 4. There are no long curves with flat grades which pose a problem. 5. The centerline road stations, offsets, and invert elevations for all inlets are shown on the plans and profile. 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specified) (Type 1: D -2; Type 2: D -4) 7. A detail drawing of the grate /curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW, or referenced to SCRS std. detail D -8 8. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW, or referenced to SCRS std. detail B -15 9 The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. 10. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet. 11. Catch basin or special manhole details are shown or a standard drawing is specified. 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS 1. Is the swale is not located inside a future set aside area? See Findings and Order for where setasides are required. 2. The swale bottom and sides have sod or grass turf specified. 3. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope is allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) 4. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 12 DRAINAGE PLANS (cont'd) ckl iatv2. 1 /3un93 5. Drywell is located within 8 feet of the curb line, or a maintenance access route and easement are provided 6. Multiple drywells are located more than 30' (center- center) apart 7. Soil type is appropriate for drywells. 8. Drywell location does not conflict with underground utilities. 9. Drywell type is specified. 10. Drywell grate type is specified (Type 3 -std. detail D -7) 11. Drywell grate elevation is: below the invert at the curb inlet between 6" and 8" above the swale floor elevation 12. Swale floor elevation is: specified between 6" and 8" below the drywell grate elevation at least 6" below the normal gutter flowline at the curb inlet for swale without a drywell at least 8" below the normal gutter flowline at the curb inlet for swale with a drywell 13. Swale floor dimensions: are shown the area matches the required area from the 208 calculation for impervious areas. 14. Easements for the 208: are shown on the drainage plans are shown on the subdivision plat are of adequate size to contain an 8' min. width outside the max. water surface elevation for the design storm are tied to the lot corners. 15. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. 16. The invert at the curb inlet is at or above the max. water surface elevation for the design storm 13 DRAINAGE PLANS (cont'd) 17. Filter fabric is specified for the gravel envelope around the drywell installation specification is adequate. 18. 208 LOT PLANS 18a. Lot plans are required; submitted on ckliotv2.1 /Jun93 18b. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements setback requirements swale floor elevation swale floor dimensions rim elevation if drywells are present curb cut station, offset, invert and length any drainage ditches shows depth from the top of the curb an attached cross section of the swale or ditch 18c. Lot plans have been stamped by a professional engineer on all pages 18d. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 18e. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS1 1. The road culverts are at the low points of stream flow. 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HDPE /ADS) 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) 14 DRAINAGE PLANS (cont'd) ckli"tv2.1 /Jun93 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 7. The minimum culvert and pipe slope is 0.5% and all pipes meet or exceed this standard. 8. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. 9. At locations where two different pipe sizes inter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 11. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that over 18" in diameter. 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for connection of inlets to catch basins or drywells, if the length does not exceed 44 LF and the velocity is at least 4 fps). 13. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 14. The maximum distances between inlets on the same slope should not exceed approximately 500 feet. 15. The plans and profiles show all culvert pipe types, stations, offsets, lengths, and inverts 16. Pipe materials meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) 17. The culverts shown are properly stationed from centerline stationing. 18. Are there are any conflicts with underground utilities? 19. Is there a need for energy dissipation on any of the culverts outlets shown on the plans? 15 DRAINAGE PLANS (cont'd) ckliotv2.1 /.1un93 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the drainage plans. 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. 22. Pipe anchors are shown for pipe grades greater than 15%. 23. There are no instances where water is trapped against a fill with no culvert shown. 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches. 25. Ditches with eroding velocities have a proper lining for erosion protection. 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. 16 Afro ckliotv2.1 /Jun93 7 . fr ie,u apb EASEMENT 1. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. 2. There are easements proposed or existing for natural channels which cross the property. 3. An easement was provided where street drainage was diverted onto private property. 4 The perpetual maintenance of private systems has properly been provided for. 5. The maintenance of drainage systems within Spokane County ROW has been properly provided for. 6 Appropriate drainage language has been provided by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. 1. 54FGT d751 00u01 uxlaz&rc ?4Q ° MISCELLANEOUS 1. QC check of review completed (date) (init.) 2. Bod 5 n'es for drainage item calculated (date) (init.) 3. Vertical curve sight distance worksheets done (date) (init.) a Vw 4. Vertical curve geometry worksheets done (date) (init.) 5. Drainage volume worksheets done (date) (init.) 6. Stamped road A'nOtk gat7MZ (Sylvia /Suzanne) Stamped lot plans 17 mylars to Permit Tech. to Admin. Asst. (Sandy) L' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. Summary STORMWATER DRAINAGE CALCULATIONS 1 FOR MIDILOME 8TH ADDITION July 1. 1993 Prepared by By: Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washington 99212 TABLE OF CONTENTS . 11 R ev pit soo i EXPIRES 7/17' 1 Utt.EIVED JUL 0 7 1993, Curdy Enginur ,,T, II. a. Stormwater Drainage Calculations for Midilome 8th Addition: Basins A,B,C;D,E,F. and G. b. Calculation of flow depths in swale, and over driveways in Basin D. Calculation of flow depth over berm in Basin C. III. a. Bowdish Road curb grade calculation sheet. b. Analysis of horizontal clear sight distance at Bates Drive and at 38th Avenue with Bowdish Road. c. Midilome Addition Typical Road Section: Basis for Bowdish Road surfacing depths. IV. Attachments: * Topographic Map * S.C.S. Soils Map * Previous street plans and profiles for Bowdish Road and 37th Avenue in Midilome Addition and Midilome 1st Addition * Previous drainage calculations for Basin A of Midilome 7th Addition and Drainage Map for Midilome 7th Addition. * Sight Distance Map at Bates Drive and at 38th Avenue with Bowdish Road * Basin Map for Midilome Bth Addition (Colored Drainage Map) TO: .DWAF-D 5, PARRY 3F. 1 -E• Lrem"a (AMY EF`i WEER I ) SP°KAHE C©UNTY PNtINCERIJG PE PT. SUBJECT: MIDILoME 23 ADDITION DATE: 1/5/13 3 14D S9EMITTAL. Sncludea for j our review are privets of *Le. re,vi5ad street' and d.ralnot5e darts for Mid:tome_ 73 Adsrt , Also iheludtC( are copies rrF -rk-e re4%sed d•raina e akeulecGov►s , Also, ihclude_d are. codes of - the. revised itd-iv ckaI lot Plays anti_ cLratvtaj details ( eiyz`x S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 RECEIVED JUL D 7 1993 J Rva/ Signed IGEvinl w- WICflf itN SUMMARY: The development is divided into seven (7) basins; A,B,C,D,E,F and G. See Drainage Map for Midilome 8th Addition. Each basin is composed of two subareas; 1) grass lawns and swales, and 2) impervious roofs, driveways, and asphalt paved streets. Stormwater flows overland across roofs, grass lawns, and driveways and into grass swales behind the street curbs. Stormwater from asphalt streets flows along the curb gutters and into the grass swales through driveway curb cuts and curb openings located at low points in the curb profile. As specified in the "Guidelines for Stormwater Management ", page 5-4; where a sloping swale is less than 100 feet long, and slopes 1% or less, the swale may be considered flat. Driveways along the road will obstruct the swales, creating a series of individual swales that are less than 100 feet long and less than 1.0 %, and 6 inches deep between the driveways. Therefore, each swale will be considered as flat. Stormwater will fill each swale to a 6 inch depth and then overflow across each driveway until the water reaches the final swale and drywell(s). The grass swales were calculated to hold the first 1/2" of rainfall runoff over the asphalt street areas. The Rational Method, was used to calculate the type and number of drywells needed to discharge the peak storrnwater runoff for each basin. In some cases, the Bowstring Method was used to calculate the type and number of drywalls needed for each basin based on the storage capacity of the swale. Calculations were made for the depth of flow in the Basin D swale. The calculations indicate that the swale is of sufficient depth to carry the peak basin runoff for a 10 -year storm. Since, Basin D has the greatest peak runoff, the other swale depths should also be sufficient. Calculations also indicate that the driveways and berm have sufficient depth (freeboard) to carry the runoff. z 5 on S4 zr. 33/c1-2.5 r.1%. _ O. - 11 _Pscg.v.- L.oTS fi■N 1 . (-52.5)(2.5) • - sit 5 • VVGISI-1 4_ 5E886 Er 2. V5,81" (LLET , ..• • 1,0 010. &q.. fi loop f 3000 Cot ( zoo F-1- 000 Fry 2. ... 1 \ 9,4 e r f7. _ OAS .A.c-i<Ta , A , •-/„ 65 e a =0 130wptsit yi) , I V . l 04 2,4,o ° 76olt/utSH 12..p 3 1 .1 -1 - 0.51 foomus Lr o. 5 + 2 -DBLAS.2.EAGE * SERulgEP (10 Olt ET: . \z tt4 A • - - • • • . ^ CA11)tt_oms. 0 p.D0iTtot\I '0 C.ALts-ILAKTkoN1S • 6-Amt vg.v■tnks DPP- 14 t f — - 23 - -A-6F Nss.—=2-7(,t°P)(Z35), f3. 7 (3000 ?r- - 6000 1 ,% " ■V r e- 2 7_ " Ro, 12-.783 /c13 (.\/41-n) • 1 ... 5 Wric13 6/14/93 BAS IN - - pAVE 2.0ce STORAGE KEQUtgED SW/.LE SToSA6a ;;VA LhBLE 57A. q-roo to IotoZ K I A t t (I (7-5) = 4-11 e t FT` 1 FT. (102)(1.98) 7_ 202 F1 C O. G. o °7 ° .K t. - ; . A Z 634)(2.5). 3350 (1oo)(\S) = 100 SZH. Cttoo BoypIrH F.D.. — 86 - to s Oti\ 38 Av E. ID I 5236 f --` 21S FT - 62 = 220 FT' - 6 z Ig k- 34 -. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Swi. t- o'C �Lo LoT SLOB 4' 0' t 0 "2o$ SToKAGE = 4-Vi FT.3 S FEGu1gED'. Mtott -oME gTN App■1•■0• 0KAtNAG CAL CUt_A�t�NS 10 f C 4n FT" < - l "B p 'gYWELL -- 15S f C STo1- (1.o c.FS oul) t.0.17-1 93 (./.1 *22 FT. 1 1 1 1 1 1 1 1 1 ... 1 1 1 l OF 4i-\∎ EWPV • BE Clio 3 6± j rury Toy of taw WN1 10 ■ °- MIDILOrn6 ��K f ' V lOrl 1 i)4A1tJAGE CALCUL cPONS BASEMENT N p O, 1 �f +irr� RM A L ... SW A LE' / LOPE, F S .. 10 10� .. -... �� 0 C4 SBCTIQN Ay-Eh of SWALE ■ ... ..(.1 -1- (- 1c.)(O )(SG) z `. r ' ( Z ..x. • 0.ct1 EP5 EMENT 1 , 5 d 0.061 Fciti !!iTlrrTrT p 13' Y 1.,1 0 E £ �DPE i r 101L.Mh t- S .� F L CuFB / y /W . p. 0.016 1 O•II61 TPs � I Ifi - Ti . vir�Tr ztei:/n .A3 <. NoRfV1A� S W A E F sLDPE... T. 5w, LE BOTTOM No. lz1 g3 1/16 /q3 (Kw r-) CR05S- seal 1DNAL AMA of S1NALE 1.01 • 0.48 • t,00 CONC. Gu F6 ( /(° ) t (1)(0. )1 = ).t 0 t ) Z. 3,55 1 1 RATIONAL FORMULA HYDROLOGY ' DATE = 5/18/93 DESIGNER = R.: W MCMULKIN • BASIN A ' PROJECT NAME = MIDILOtIF_ -8TH ADDITION DESCRIPTION = STORMWATLEFt DRAINAGE I SUBAREA I = .32 ACRES $LJDifREP 1 RUNOFF COEFFICIENT .9 SUBAREA 2 = .45 ACRES SUBAREA 2 RUNOFF COEFFICIENT ICIENI' .15 ' TOTAL AREA = .77 ACRES COMPOSITE RUNOFF COEFFICIENT = :161688311G38 OVERLAND FLOW VALUES Ct = .1Z L = 0 N = .016 ' 8 ._ . 0 1 CHANNEL FLOW VALUES 1 1 1 1 1 1 1 1 1 1 L = 318 Z1 = .172 Z2 = 27.8 N = .016 B = i COMPUTED 'VALUES DUR = 5.00 I10 = 3.18 010 = '1.1 GA = (1.13 1 BOWSTRING CALCULATIONS DATE = 5/18/93 DESIGNER = K W MCUULKIH • PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWA.[R DRAINAGF 1 1 1 1 1 1 1 1 1 1 1 1 1 � t t Intensity Qdev. Vin' Vout Storage (min.) (sec.) . (in./hr.). (c.f^s.) (cu. ft.) (cu. ft.) (cu. ft.) ' 5.0 * 300 3"18 1.13 454 300 154 10^0 . 600 2^24 .80 559 '600 -41 15"0 900 1�77 .63 630 900 -270 2().0 1200 1^45 671 1200 -529 25.0 1500 1.21 .43 489 1500 -811 30^0 1800 1,04 703 1800 -1097 35.0 2100 .91 .32 712 2100 -1380 40.0 2400 .82 .29 2400 -1671 45.0 2700 .74 .26 737 2700 ^ '-1963 ' 50^0 3000 .68 .24 750 3000 -2250 55.0 3300 .64 774 3300 -2526 60.0 3600 .61 . 22 803 � 3600 -27?7 ` 65.0 • 3900 .60 ^21 847 3900 -3053 70.0 4200 .58 .21 e87' 1.200 -3717 75.0 4500 .56 900 4500 - 3592 80.0 4800 .53 .19 924 4800 -3676 85.0 5100 .52 .18 952 5100 -4148 90.0 ^ 5400 .50 .18 978 5400 -4422 ~ 95.0 5700 .49 .17 1011 5700 -4639 100.0 6000 .48 "17 1041 6000 -4959 THE MAXIMUM STORAGE I3 154.45690 CU. FT. * The time of concentration is 5 minutes The Undeveloped flow out is 1 c.f.s. M TEN YEAR STORM CALC 1 BASIN A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 5/18/93 PROJECT NAME = MIDILOME 81H ADDITION CM-CUL/VH(3W Fog cug.5 0 1 2- emING rsT LoN.,., ?cant DESCRIPTION = STORMWATER DRAINACE SUBAREA '1 = .12 ACRES SUBAREA • I RUNOFF COEFFICIENT = .9 TOTAL AREA = .12 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = .016 = .01 CHANNEL FLOW VALUES = 127 ZI = .172 Z2 = 27.S = 0 0 0 Ib TI) . i424 COMPUTED VALUES DUR = 5.00 I10 = 1.18 010 = .14 DA = .34 WO RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN A (PAVT. INCLUVeS: ?k\rt- 01 'k ' V5H Sck, '*S2.1, - to C 1+ 86 p,rto 38TH RvE.., stk. t+25 (I34)(2.5)It 0 (LE) r.. I'Sco 0( ftct LeAN ?GI al' • 0 T45 . ... - iS 111 i\V . \n= G"= (2.5' 0.14-2-et' a 7- St.:( 3 fT. \ 14035 ; 6 Id. DP 5236 0.k - a kC.F."- kial Of C_Iji Lvw p?.11 of: \ni,l F-PIS 0.2.9 e_. FO?- 2D5 FT. 1 DATE = 6/21/93 "PROJECT NAME = NIDILOME OTH ADDITION DESCRIPTION = STOPOWATER DRAINAGE 116JBA5EA 1 = -11 ACRES • TpTAL AREA = ACRES OVERLAND FLOW VALUES RATIONAL FORMULA HYDROLOGY • DESIGNER = K W MCMULKIN BASIN "A" BOWDISH RD. SUBAREA I RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT' = • ct - L = ,, ‘NatAvots: pp...n. ON sov4vusbt y-oND ti • A. ST. 9+% To tl-k Ei O 4 et' ao CHANNEL FLOW VALUES L = 17 ZI = 50 Z2 = • N = ,016 • = • = ,005 TD CONFUTED VALUES • DOR = 5,QC T10 • A7110 = • = ”:2:1 CI,ATZ 07 ST-I INC; Orl Co 1“11 'j ct 1S ‘‘ Gwveurig.:: v\koNGc-tAtt.1-c" I ‘i 0..k1 I Cz 0.3 cFs \ 7- 0 G1Stlett Co■ c 0.o25 fw-Dm G. 1 r- 0.31 twveg-c-s?T ■o1P-6uilsg OW O yucx o.ozs 1 SAY 1 C.u7-7;.• w \us u si? 1 I I I I 1 I I f 1 1 ( I I I 1. '„';i1 l I I I I 1 1 1 I I I I I n I [11H I `'!in ij � 1 1 I I II nor. �� i 1 . _ T 1 + I _ _ _ i , 1 i l + I =r 1 1_1._ 11 -I--k ZA - - + - - -1 r=H J �� I jn -ITT; I 1 I ill -, r' I II II' 1 I C I I/ I L - _L -i .u�. I - -I --I- . (I -I IL I 1 11 - � I I I f 1 I 1 I 1 1 i I l 1 11 ILL 1 1 r/ 1 1 11_ 1 1 1. - _ - Tn�n ' I 1 on 1 1 I i 1 1 111 I I 1 + I ii iii 1 I I 1 '...1- _ j_ _..:1 r: 1 I .:11.. 1 . 1_ 1 1 1 11 . 1 I I , y 1 1 I I I i l 1 II ,ri 1 1 I 1 1 . / '' I I I I 1 I 1 I 1 I I I 1 t. 1 1 1 1 1 II 1' o i 1 I I 1 1 1 1 1 1 l, I j I I , : ,. 1 1 1 1 1 I 1 I 1 - t ;- � j I . � f ' r 1 T 1 1 I I 1 1 ' l • --- i i 1 11 -F -F- I i j ii �X I / 1 I I 1 I I II 1 I t l i l t I I 1:1 I 1 1 1 I,�, rt- 1j- I 1 1 11 I.. 1. 1 1 .I I I 1 I li i. II 1 ) I I 1 1 111 I ma MI ninumw!re-74 1111111111•MMEMM 1. Ell • 111/2115MIA 1 � I �� A ,, 1/ . •un n pSMI N U : - _ _ _ L1iJY IIPPirl 00 imam _ J- - -_I- �t I 7 a/ - - -t-- ==reig ° - ,��, iyNN `N%/��M �■VA 1111 Min N \BEM Wig - 1 _ , - I ' 4 -- I -i- 1 i -r I =r 1 _L - - + - - -1 r=H 1 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y - FEET • .07 .0e .09 .10 ' .2 .05 .06 .06 .10 6 -39 . .6 6 .7 .9 .9 1 L /La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 1.0 .6 6 .3 .2 , Oa .oe .06 .05 .04 .03 8 1 L .02 .01 1.0 .0 6 .1 0 Oa MlDlt_oPAS s Th At--"DtTtoN DRAINAGE CPO-CUL-KTMOS AS 1N 3 P.F.st• z t Pt / 113 fl. -2 - Ac_p_E 310 rtOrt, ) - ID ;••c;! SO S to/E (12) _ _ 33\o.4 1 3f-JE:- 7 E. - lb I 3`10-1S (too kc)°°) f1.3 tite-W Lot- •z oo f -- . PA• ktAve , K \j, 0 ,, ts _ I- 7._ .i .IZ Dot) OOP 24 I /-■ CF-4 it•\11 L.-0\4./ o tt•IT 114 c.,\Aizta ID 4-3o ( tt 5400 T ( 5 “. 3-19 - ••• • o CI e3) 16-2_0 • _ , Son ft No, \21 litS /c73 Cl-cW r4) 5/187`)3 0,12 IN c. _ • • "ZoS ?..ettip cv4ALE sTog.P.GS vtLA3Le --0N-- --- - 3st4 (1.•.9.8) y .).•fr G - ......:11„.r.. --- (69.5(1...98).:t....‘31 fl 2- 3 • 3 (6.1). 6, 9 .6) e o. 'tie> vo 3 -_. 5 (I 2 -)XIB) 7- 3- cla in . 9 I . FT. ( 0 • . l . 7 5o \ - z. 'FT: - z.09 ft.' (15)(3. 2C ft F --- . • " — 1 1 •LoT5 4 t`i S 111-701' t pcx k 1 '2 II- ° 911— F KG 5. 014 3 )( L._ • -•4-35 21 ) k - ? wELL c_fs 1 Lois 7. -1- 11-ots 24 3 S 34.4 t41l.)1Lot..4E. 13 1-1-4 ANI:>1)■ Lori cAt-cuLA A2 f O c . 3 5 F t N0.1 / M) . 1 1 V 10 '429 ro F F ShSE loo OF pfz■vewhY ry DRM A ` I SwAc.E � stops �FL 5 0 lD= 1p� �� CRo 55 - SEC'rIONhL hytEA of S WAL. 010 .... t Top of DRVEWPY 0 10' M\011-0ME % p■D■ t"ftoN 1j.AtlJA6e CPLCULAtttNS (2)(Q-)(429) t 7 7 - - • (i64) 01) f1 z tat eP5 EMEN'f 0.O / • t . Flrfksvr NOR M'1147 ,Fs rvF., ��.Y T�7:�Tj/`o/i�, S wALE SLOP »Ault 421 o p 193 °' .!l6� fr. .n ■ b t. 0 0,0 t(0 fc. /f p.�373 tit.If FL S�DP(i rrr�i�f'!"crn�r 4 � g 1.0T. 4 • • M ai 2.0 NO. tt"1Bs VIG /9s C K W I a .oSS 5EC'tLDNhL MC F*. of SWALe co NC• c R6 ( — ).t (0 ")(4?) = 3.5 1 • ' DATE = 5/18/93 PROJECT NAME = MIDILOME STH ADDITION DESCRIPTION = STORMWATEH DRAINAGE' SUBAREA • 1 = ^61 ACRES SUBAREA 2 = 1.75 ACRES TOTAL . AREA = 2.36 ACRES OVERLAND FLOW VALUES Ct = 15 L = 227 N = .4 G = ^001 CHANNEL FLOW VALUES L = 375 11 = 8.6 Z2 -4 7.3 N = .3 8 = 0 S = .01 TD = .613 COMPUTED VALUES DUR I10 010 QA RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMUiKIN BASIN 8 LOT 2- 1 15LncK 3 Ln7 Z SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .343855732203 Vx\V\LoMe. y`tD. 'rx �^\�\�oV�� ea &LT), E.F . S 0J9 (-) MA). \*2.5 3l5/ 1 DATE tr 1/16/93' • PROJECT'NAME = MIDILOME 8TH ADDITION I DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .12 ACRES TOTAL AREA = m12 ACRES OVERLAND FLOW VALUES .15 = 0 N = .016 - 5 = .01 CHANNEL FLOW VALUES 165 Z1 = .172 Z2 = 36 N = .016 = 0 = .029 TD = .096 COMPUTED VALUES DUR = 5:00 Il0 = 3.18 010 = OA ( .34 RATIONAL FORMULA HYDROLOGY DESIGNERTh K W MCMULKIN BASIN 8 PAVT: SUBAREA 1 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = 9 3 . t , •:r 5 PINIE 8 t 81.4-z. 1 -1 -- “3.1 3 e.F. __...........___.. _____... _ _ v. -i \ t ' " c- ■64-.4-o Q., z.89 ca ■5.11 @ - 2.-4. 1 B / * i tricLAP ?Fot. DA 1)vem■ve H. 3B AVE. (to Dgwewto of LOT 5) 5c2‘7._ FL o.\t kcize OrS14tRG f\l" t-ow i>ott Mtvvotm of Cu-E. F-kvius C.J,I.,c_.■AL_Icribris Fos. Cu F-6 OPENING Low poiNr .1 trA 2. 6 t, HCAG WT of CUF-E R 0.096 1-t 0 t o f `ti C—f S kmk 0.09G clz. 1 - I 0.5 3 .0 4 8 - 1 Q 3,ot-1 o.34 3.081 (0,096) F OF- 4 1 — 3.1P ft. SAY : 4 F-c. mpg. 6 11 ver> 1 1 to3.±9 - 2..ar ,." . • "1 .,1• . • p.vprcloM , •DgNINAG5_ • C.P.t.culaaTtoms . .. . _ . . • - 1+53A-13—fi -7- ___........._ • - T s a' 1 . 4 .156o toviD\ ki _ ts ctes Q 56 ‘1 2- SLID _ 14-, 132- Fi. • (slo.15)(L? z 38 Pv c3613 B AT , 203" sTogAo5 izeGku gep $65 FT "l 2 Itior FT- 0_00 0 t -I 100 f -- 1.--oTs_. pc-Ives - 86 ?-M'RkS f ILLET -15133 ft 2v/00 II- . 1 83 1 V-wt4) • --trAn-g-vcrects A 2-9 -3/4 2.1 00 56 FT- ..:1,3 1. Acv-t- _ z k44 — $65 S1-8_ FT. 2.10 _ _ _ TS me.: ki-P. ‘-tzszso? "gADT gar Es 13gr C.F. • e.9 _ swkcs, L. 15.59 sWAt...E.; Ct. 3 e oloch 1 S.11 (2.. 0.99 ` • 11 e • Ylvoil--oi•i‘6 S pv DE24.1N taGe. cp\ t_cu p.-t Loos •1, • —a . 0 t I LctS 24 i , , 1 t - • 1^ n‘sr 1 t...oT5 3 t v I I , -vv. -v....vv.-v-3 v. v4 s 5 es , -dal cu.,: .......i ..0,JF.......• 4.. i v. .. .. ----....•,,,... .• 4.41/ 4.4,..•63. • ■ 0 L t S I ... 1333.3.3..3... a. -.3 •■• I a i I. ...s............... IT • • LOTS 7 4g 1 ••• 9 r 5 1 1 - 8 , - • I , -‘ • -• s 44F:ec4t..\\?tv "208 S ..STDP-A6a .s-r -e pkv fait_ /.134..S v- eaLnize 2 • • 010 8). . + 86 SZo FT. Ltoo)(ke) 2. :t Vt: TF'-'4286: 0 , . 2.4- 60 f:r. Co 2. 496 C13 3 Z43 ft v • -2.62 12 FT. No, tzi S3 Vie> /9 3 cvi M) , P10(1.`IS);.. @ 0,999. 0.3)0.9 .... 3 1 t,31 ; r ----- I "1 (sz.)(?..ss)= ASE ri 11 — ' 1534 0 Fl.." 1 1 1 1 1 1� 1 1 1 1 1 13 t Er/.5 .MEr1T T of vpitag.wAY MA A` ,S ' 10 3 10= 7Ml?TAg c— o./ la hrt �Fr. .....,.p M \D \I.OME �� bc- •lokGe CFLCULFCCl'oNS E-FS EMENT PDD lTtON C--/w g /w wet NORM 1 � . F Tv F T . ts;��zp� T/7.`ll/a .. .. S wALE. SLoPe ( - -) k C2\(¢5)(364) _...1.01... 0.11 Top of vgN ri t•I 5WI.LE BOTTOM 1 5 h1t b of SWALE ,55613 Ytf ft 0 1 NO . 12.1 B? 1/IG/93 ( Kwr-1) co NC. GuFB CRoSS AFEP OF SWALE .. (?)(O t (1)(9.. = ).t (o Z 3,55 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1. 1 DATE = 1/10/93 PROJECT NAME = N:I. D I L(JME BTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.31 ACRES SUBAREA 1 RUNOFF C; (JI1=-f':[CIi -i`:f SUBAREA 2 = 2.1 ACHES SUBAREA 2 RUNOFF COEI=FICIEd1 TOTAL AREA = 3.41 ACRES OVERLAND FLOW VALUES Ct. _ .15 L. = 0 N = .4 5 == .01 CHANNEL FLOW VALUES L = 775 Z1 = Z2 = 7.3 N = 8 = 0 :i '= .01 TD = .709:' COMPUTED VALUES DLJR = 52.34 I10 = .66 010. = .99 GA' = .99 RATIONAL FORMULA HYDROLOGY DESIGNER = K W I°IC:MLJLR::IN BASIN C S V J kL£ Lor: 2 COMPOSITE (RUNOFF COEFFICIENT = .430123167155 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,1 DATE = 1/18/93 PROJECT NAME = NIDILOME 8TH ADDITION DESCRIPTION STORMWATER DRAINAGE • SUBAREA 1 = .1 ACRES SUBAREA 1 RUNOFF COEFFICIENT = 9 TOTAL AREA = .1 ACRES-. OVERLAND FLOW VALUES' Lt = .15 L = i N = .016 S- - .01 CHANNEL FLOW VALUES L = 83 Z1 = .1l Z2 = 36 .016 • B = S = .008 TD = .1144 COMPUTED VALUES DUR = 5.00 I10 = 3.18 Q10 OA = 'RATIONAL FORMULA HYDROLOGY DESIGNER = 1< W MCMULKIN BASIN C (F'AVT. ) COMPOSITE RUNOFF COEFFICIENT = .9 INCLu DE5: ?pout. ON $KT6% DgW; F -ON\ D1=Av - \pihY Lo-( b 1' T r \vEV7h? Lot 7 ( S) = 26(94 F1• n, 0.06) h<<- C■V3 DPENINCa C 1.OW FOiNT • 5 (A. 2t Z5 B ATas Dg■va h z 62 1� Y a' = o.S 0.1144 ' 0.29 cfs 3 51 (L)(B) Q 3,081 (K) kSACNT of CUES DEPTH of Wh'reg f L°W(ZATE- 3 (0.1144) H 0,1144 0.5 SPK : 3 El- wtcE G IN, DEEP CALCuLAT10N folc. CUF 0?ENitG qT Low POINT O.z3 2.43 F1. RATIONAL F ORI°IUI_.A HYDROLOGY (DATE = 6/25/91 DIESIGNER = K W MCMUI..Y1N P ROJECT NAME = MIDILOM=. DTH ADDITION E)E ..F IP: ION STORIi4ATER DR':AINAG : I SLIBAREA 1 = .14 ACRES SUBAREA I RUNOFF COEFFICIENT = .9 TOTAL Ali EA = , 14 ACRES COMPOSITE RUNOFF COEFFICIENT =. I OVERLAND FLOW VALUES 1 1 1 1 1 1 1 1 I GHPNNEL FLOW VALUES Q LA L Z1 L. TD "COMPUTED UAL.UE.S DUE.• 00 1 T10 = :.:I.0 OA ._ .40 ' o.n o. -t 0 LO. Z Ct ._ .15 = I 0:16 .016 ,011 _1077 a Q0. 0.025 La INGLu ..5: ?tort ON 8ow»■5H RDA STA. G416, TO Q tSZ -VO PAVT. oN 38tH AVE. STA• 0 +25 To \k ER 0+4-5.21 -to \ +25 P- -ADru5 ( 1 -1(7 z4400 (Io ° l Boo . P- -AD DS f SG FT Z - lq.lq' @ uoo %O 8tH 31.53' @ 0.15q 3 1t so To e.g. St13.91 64 ca 0.40 &t`lz To 1 +So 58' 233.32 e 1.I1 CU 0{'E1.11NG or' CONTINUOUS GRADE FIG. \ t5 ° 6U1vELIrNES FoP- ST O(ZMwNr ?. MANAGEMENT N • DEPTH oP 7-LOW GUTTER vEP & 5IDN 0.0 ?_5 FP- -ot\ fIG, CB (a) 0.k \lo.O Pt. >A�( Cu t ') 16 w1tE Qz0.4o c.Fs " DEEP BASIN 'C" I3OWDISH /3 TH • 62$6 FT•'" O.I\ AGKE go WDis1 1 HTE(2.CE?1" 1d0 6UTTEF. F1-ow I i Tr_ , I t I I ill I I t l I I I I I I I ;WI 1 0/ Il I 1 I -; II I I I' ',Hill I I ITI - 1„ I 1 IL11 l -, + - � T 11 j I■1118 -- 1 i i tk [ft- 1 1 - 1 1 I I -4- _I 11-1 i// Mc - - _11 -� I I 1 /I I I _.F- ii I j 1 1 1'. r I- I• 1 I I 1 I I i. 7: 7 1 i I I I III III , -1 1 1 I 1 I I I H ill I I I I I I I I I I I -!.I /. I . I 1 1 I I I I 1 - --1-- 1 T I I I 1 -1-7-1--Fri- Hull I I I I I ° 1 I . I I I I I--I- ��o� 1 ....•__I _I: I I� I I j- r- °ti I I 1 1 1 Y , ■ r \ f: aaea ui ° ÷‘ O! I I 1 I I I. I I I a I 1 ♦ : I 1 I I 1 I I 1 1 I I I 1 1 1111 ar 1 ' ° I'1 1 i; I I I 1 - - I i I I I I I _ L.L I I I - I I I I ,/,/r i T I I I I 1 - T' I I .. .�H � I � ~ I I , r 1 ! I ; „ ....1 I i I I .I . I 1 /.7 1 I 1 1 1 1 1 I i t I 1 I 1111 1 1 I •1 1 1 1 1 1 I I I I I I -H H I : �r r• / 1 /. I 1 1 1 1 -:- 1 1 1 1 I I 1 1 1 1' I IIII I I. I .. . I l l 11 I I 1 1,. 1 . a-t i i i 11 I I I I I I I1 1 1 1 .. . I I I. I I I I I 1 1 1 1 1 1 11� III 1 wM _■■ n MI 0•■■■��MI♦�NA� uuuu 1 0/ IMIA5 aun SUMICIFICCANIUNIIU - - - I■1118 en F i I - 1 [ft- 1 1 - J- - Mc uur 1 1 II p 000 7: 7 1 i 1 1 - -F- - -- r . 1 �r'■'t:� (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y - FEET .01 .02 ,04 .05 .06 .06 .10 .05 .06 .06 .10 3 .2 LI La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 1.0 .0 .0 .5 .4 .3 .8 1.0 • .2 , pa La .10 .06 .06 .09 .04 .03 .8 .5 02 .01 1.0 .5 .10 0 Oa 1 "DATE = 6/27/72: DESIGNER = K W NCMULKIN BASIN 1 '66" 39TH/BATES PROjECT NAME = MIDILOME OTH ADDITION "DESCRIPTION = GTORMWATER DRAINAGE SUBAREA 1 = .12 ACREG ' SUBAREA 1 RUNOFF COEFFICIENT = .9 1 70 - 1■ 2 11_ AREA = . 12 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 1 1 CHANNEL FLOW VALIFS 71, • • 7.2 R = - .012 TD = .1172:1. 1 1 1 1 1 1 1 1 1 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .014 COMPUTED VALHES DUR = '5.00 110 = Z-10 010 = PA = Gun oFarl■NG 0r1 c,om Ggr■DS. f\6. V " 6u‘DeulniS5 F s Ixt\st.n1AGarkSEIT 0-11 s>sF oF FLOW 0. 2 0 6u V.)S??-g-S5 tom Qc1/4 0.02.5 f7- FIG. 18 (a) L, 7- SPX : Cu* aS C.u7 RATIONAL FORMULA HYDROLOGY 0-34 0.015 13.60 f \ G INCLUDES e7cA. 4-k Tb 5-1-IG Pkv DTI P. DP- 5A-31 70 1t-03.41 or-k-kt 10 ST- 4*3ms 1s.o5cLoo 5k53 ¶ F.. p.uk.vcs 3(• 2-56 SF. \oo.3'3e Q t. 024 r_fs 6" DeEP (tc i'890 z ((6.1)(Vg) 300G f 7-A11)1tAS -N. 36 F1. 4982 rt 61 el.o8 0 tq iNTEgcsf (Do Gun Ft-ow 1 111 I 1 I • i1 i1 • IN , 1 11 1 111 X1,!1 1 1 1 11% 1 1 I� G / i 1 1 . 1 . I I 1 . ., ray 1 1 1 1 1 1 1 1 I t • 'I' 1' �'� I "LH 1 111 ■■ ��NA.'�I 1 1 I 1 I �, ' / ` �� _4 —i. . o/ �! A5 iI 1 T / rj I T 1 11 1 I � - ie .ra■aa iiii'ai I - .o N - - - ra/%I MIN LLJ 1 1 1 1 1 ' urro; � I t 11 1 1 it l Li] I 1.,1 I j - 1 _ i - - -4- - - - I 1 _ 1 -1 I T 1 II I .T; 1 1 . 1 ,I L . I :.,.: 1 I III ; , , I . O . ' � 11-I- • l..I f I 1 I i. 11 1 1 1 I II., I I'! 1 1 1 1, 1 1 / r/ 1 I I I 1 ' 1 1 1 1 1 1 1 1 1 :1- : - -1 .::I I-{- , P I' F.! : NI e, v I I II . ... �- . ' 1 I , I , I i I ! . 1 1 1 1 1 I I 1 1 •1•1 1' 1 1 1 1' ti priti'li� 1 1 1 1 1 1 • I_._ E 1- 1 1 . r, ,'.. ■ I - - -I- -1 I, 1 -I- I I T / I I 1 1 ,., I 1 11 T - I -i T I- I .. I Al , 1 -.:I - 1 1 / � � � I ! : .. 1 ., 1 I. I 1%� „ 1' 1 1 r ' 11i 1 . 1 . I ' ' . ,i • 11 1 I ! 1 1 ' I I I- i 'l /X / .1 X I I 1 .1 I I'I III 1 1 ' . 1 I I ' ,1. 1 1 '111 , 11.,1 1., �:: - . - i- .I I I I I I 11 1 11... ..; 1'�r� Ir, I , 1.1 1 11 1 i ; t r 1 1'1 in IN onswerrin. NI �SI♦�■ ray 0� 11011 ■ ■■ ��NA.'�I . o/ �! A5 iI aa�iiiiICIC mai�= � - ie .ra■aa iiii'ai I - .o N - - - ra/%I MIN LLJ 1 1 1 1 1 ' urro; � N, l• 1 ' \ .. 1 ' Sh •. ° < • < inilkleklIMILW 111111111,WIQW Li] 1 _ i i - - -4- - - - I 1 1 1 1 .01 04 . .05 .08 .08 .10 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW 1J (b) . PARTIAL INTERCEPTION RATIO FOR INLETS'OF LENGTH LESS THAN L DEPTH OF FLOW -y- FEET .05 .08 .08 .10 4 8 . 7 . 0 1 .5 .8 .8 L /La CAPACITY OF CURB OPENING INLETS ' ON CONTINUOUS GRADE 6 - FIGURE 16 1.0 .8 .s .s .4 .2 .10 1 .0 • • Oa .3 ,, a 1 • tAvpi Loms. S Th ticDp rtioN 1:1 CP. C. ka( L RI' or4 S SPSN _ tA0 1/t5/93 (cwv) l3 Di t1/4C 1 4_ 6 NT - +41 -frt:Si17— . S6 Th 1 PAS ftLi_et 2.6. 2.30+ ■,. I , • ri,...5 iff,1 ..-_ _. _ 1 IM/ t5 ?T e*va sa I 64 B TR 1 +7- - tit OD 0 -t• \OO) t>12,.tv — 3'11,319 95, 6 f.r. 2.. cg,E •■■■■■■•......■ 1 I - - • 2 °_2?.._ St; . . . C F-CZ A3 FT. ?- /2 - 114 • = 54a ET? • •, hyrr. Qs 13 _ etc et tt. ' m-E cis 2_1 e 5 Ct - 2..0l I • '7 1 1 LoT 4.2 1 111Lo T 5 LOT toT5 •.,. P1/4DA) C.P.L.CULKT(DrAS tq 12/ -_-,, /1 5/9:: STDF-NG F.Eau■F 1 11 208 5 Top.../.Gt \31139 54 S CL- FT. -‘‘ 5" iv? w 0 5.T 208" --s-stoaft --- FEQuv?..SD swi..,LE STDgi-GE - -- F.NisdLke.L.E.....• ._ .. - - - ... _ . ...,.. _ . .... 12 3 _ 3. _____ _l_...22._t______ _.(.1.S.,1).(.1S)_;__2:11.3_f_T.: .1 (.5_t)(1,._9.8.,) 3._ _i_o_t..F. :T.,. a c.. vz_k ti (C2,.0.(t..5113).:.‘t,.......1 i_ It 4 tO ! — ---i-----P3------ r 1.. (2q)(1.18)..= .. ! - &'‘ 1 IL F T. (,...., 0. l'i in ...,_ .. 35 FT cE t. o�° ! -4 ° F (r2.)(1..9.)...!- ...... .. 1 -t. 1 to 1 (v) 13, 139 - (i) 5 (az)(2)(0,5)::-.2i72- fT: i 0.1 ACKE. ?k) (AG 1 1 LoT 4.2 1 111Lo T 5 LOT toT5 •.,. P1/4DA) C.P.L.CULKT(DrAS tq 12/ -_-,, /1 5/9:: STDF-NG F.Eau■F 1 11 208 5 Top.../.Gt \31139 54 S CL- FT. -‘‘ 5" iv? w 0 5.T 1 1 1 1 1 N om 0.1167, F7. /FT, MAL S WA 4c 1 1 1 .. 1 1 1 1 \0' 1D , - (or oP vf- AvEwA`f- 10e' MtOtl -OME g �`� app t7torl pghtt4A6E CALCULF"tltNs EASEMENT 131 EA5 EMENT Tor of DR\VE j F--/w v 3 00 o.0t41 Fi. /f nrinn"' \31 Y (1 D t<!4 1 ', - �? . N.0 '°0 0.O\61 o- l . l. � F itT �� t �� r��VV i ��'��n�7�ryrr NORMAL SWA E ST 1 1 MO. tt16 1/lc/93 (Kw r■) o p F � t� A v sbo- c es.oss- S SwhLE (zY CA) (4 (1)(d!1( 564) t.01 D.11 Fz l w 5wr.1.-E Bo 0.4$ 2. C.1?05%- iEC"rVDNAL of SWALI; ' = ° r ':N . ........._. ({ ( o 5 �(4Z� N (Z = � (C = 3.55 1 PROJECT NAME = MIDILnME 8TH ADDITION =� DESCRIPTION = STORMHATER DRAINAGE 1 1 1 1 1 1 1 1 � 1 1 1 �. � DATE = 5/19/91 SUBAREA 1 ACRES SUBAREA 1 RUNOFF COEFFICIENT = '7 SUBAREA 2 = 2.2 AgRE5 SUBAREA 2 RUNOFF COEFFICIENT = .15 TOT0L A EA = 2.99 ACRES . COMPOSITE RUNOFF COEFFICIENT = .3461 OVERLAND FLOW VALUES Ct 3 L = 0 N = ^ 4 S � ^ CHANNEL FLOW VALUES L = 532 Z1 .= S.6 Z2 = 7.1 HN = .1 "8 = o S = .02 TD = .674 COMPUTED VALUES OuK = 26.28 I10 1.17 Ql0 /L.ZZ QA = 'RATIONAL FORMULA HYDROLOGY DESIGNER = K H UCMULKI|1 BASIN D \NALS t.o7f.) \3 \?. U \D / > 1 1 1 1 1 DATE = 1/19/9 1 PROJECT NAME = MIDI LOME 8TH ADDITION ' DESCRIPTION = 8TORMNATI R DRAINAGE SUBAREA 1 = 13 ACRES 1 1 1 CHANNEL FLOW VALUES . 1/i =_ . 172 22 = C'6 IV = . 016 EI 0 S = TD = .1044 1 1 1 1 1 1 1 OVERLAND FLOW VALUES • Ct = .15 L. = 0 COMPUTED VALUES DLIR = 5.00 110 = 18 010 37 OA N = .4 s . 01 3 3.081 (C)( }{) /Z FoC- Q 3 . ° 1 (Ht RATIONAL FORMULA IIJI_A F1YDROI_ClC Y DESIGNER := K W MCMULKIN BASIN D (PAVT SUBAREA 1 RUNOFF COEFFIC1ENT = TOTAL AREA =- .13 ACRES - COMPOSITE'RLINOFF COEFFICIENT INCLUDES 0.31 $AYES DR• Rpa)ms 13/cie. CT. U.11.- 6C CuKB optrllt4G AT Low ?OH ; STA. 1-t 34,66 EATES. CouRT h = 6 ° = o.s k.AZ 0.1044 Q. 0.3"7 cf5 u h 3.081 (0.to44) C AL kA CNS ¶o[ Cuc-4S OP ENING AT LOW POINT ?ANT. DIA LSAT ES GoUWT A ND $AYES DRIVE F>;QN"I DF\NEWFY Lo - c 9 to err \v EVlh( L oT ID ('s)(ts) = tSB S6 (1245)(l$) z 2:04 (10 (4-51` 15 5564 HEIGHT of cure DtiPTH of WMTEg FLowj o -t044 — p 21 o.s 3.55 fl. SAY : 4 f . t. V4 ) ' G 10- 'Di:EP r-c v 0,1'5 hcRE 5AS IN S 5 0 ID 4 1 M‘DILOIA eal i\DPVTIoN ALNPS CLALtui_A (138)(18) 2 -4S4- 2. *pgv‘i‘S LeT _5as clooch 0-,751 Act -- IwtfEgvtouts - 04 r Sis 33, 3.5 - 3 'FT NQ. t2183 Vt6/93 (K.v.tvi) l C.T. i fJt-1..-ET 51 51 r T. :k ‘/-2 " 'el 5 (2000* loot)) f GI pop .0,S 1. Aci=4. 1 1 111 Sw At.E. BNs 1 — t o-tsi.“ toT 6 I LT s 1 1 Pbois v/1 E. NT (*) 515 2.111..1.1 0.09 Aciz4 "208" S --- SzEQuiSS.P BZ S F-S-QUSEI) : 1 - 1 k0 Om S. c3 1-kt ADvv t 17Fkitviaci6 CALCUL.P.TIONS -- S - c0R-PcGS *t 5 a 1, -1 0 s 4O. VL1B3 ‘/I9 /93 (K-w NA) s\fackt._E. s Coup.. Q 1.00clo uotio 1 1 1 1 1 1 1 1 \ 0 0 to ° - " 6-1 Mp s - 1757= 419 In 3 z Ft FT 0. Top of vgw wPY --) t" g- iNva l f1DN b�'P1t�A(, CA1-CULP1 W A 4c S n• tin v • 421 • � 013 A rc fP5 E■eN'f iz /w rYlflTll li/illi ,�.it/ L OPE p.\31'' F hLE f�Ot 10 Q7 CEO::- S C'T10NPL -rw ' 0,014 F C hKEP 1 r/ c 0. FT�F ZC Tt � "s�G9ih`/ l�`Ta°j - fir f 4 `1 3 WALE s LOP E ..... SwkLE Bottom of SW/.LE No. CZ-7 6 V16/93 C w N\ ) “- ) (42 )) t Cz.J(Q)(36 ) z `.9 �'( k.0� 0.c11 11 Co NC. GN RB CROSS - SE.Ct PFEP OF SWALE z).(os)(4Z�D t (i)(9.5)(.1 ).k (Q)(*) Z. 3.55 x.0'7 • .. • • .. 0.43. 2,00 . 1 1 1 1 1 1 DATE = 1/19/93 DESIGNER = K W MCMULKIN BASIN E PROJECT NAME = MIDILOME: 8TH ' ADDITION 1 DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .34 ACRES , E3UBAREA 2 = .81 ACRES TOTAL AREA = 1.15 ACRES I OVERLAND FLOW VALUES 1 Ct = .15 L = 203 N = .4 1 S = .005 CHANNEL FLOW VALUES L = 130 Z1 = 8.E. Z2 = 7.3 N = .3 E. = 0 S = .01 TO = .5946 1 COMPUTED WALOES DUR = 20,.16 110 = 1.44 OA 1 1 1 1 1 RATIONAL FORMULA HYDROLOGY SUBAREA 1, RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 ' COMPOSITE RUNOFF COEFFICIENT =- .371739130435 DATE = 1/19/93 DES I GNER = K W MCMULK IN BASIN E PROJECT NAME = M ID ILOME E1TH ADDITION GAL-c..x.../..-ti 002 F C‘Ai OnNIWG f..T L PT. II DESCR I P11 ON = STORMWATER DRA INAGE • SUBAREA 1 = 09 ACRES SUBAREA 1 RUNOFF COEFFICIENT I TOTAL " AREA = .09 ACRES COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES " SS ?Pori. out - v5A - rs comscr 1 at = fc.ov, sf-ws PittvE. -To • = 0 • N = S DRIVEWAY LOT 6 • Zia:LES C. ll CHANNEL FLOW VALUES FIA.Vivis (12-C3)68)7-t 2.304 CUL-DC-SAC - 1.5`j0 N . 018 39S0 FT:` -‘,-. O.0\ fc_F-C B = 0 • % = . 0901 . 023 1 COMPUTED VALUES DUR = 5.00 I10 = 3. 13 U10 = 1 OA ..--. 1 1 1 1 1 1 1 1 CURB OPENING NT L..04 ?DINT ; STA. t* 3i.6G 13N15-5 CoLtR-T h m 6 -= D.5 0. R 0.090 t z p.2. CfS 3/ 3.0 - 3.0s31 1-k) `-n'A TIONAL FORMULA HYDROLOGY Hetet-11 of Cu.gB DETIK of f Low fLow R.A • foR- I • t k-k o.octo o, IS s o,2.6 t 3.12. f T. 3.651 (0.09D" Ai 4 FT. VRP WIPE •) 6 tit bet? 1 1 1 4+0 A .t .(I - z - 195 r -D4-zs 442 13.65 I.N __._F 62. F - t, T O AL .(coo 4 LOT C (Looa -h woo.) PT.` LDT P ` 1mPERVroUS Z...T9S.G_._.t _l?. . _1`7, rt. . O,4& �. - ,40l — 1 9 1 956 42,4s r1 o.�) Fs E._ STogAGc__�.EG2UI ED..I - 5 z I N•.. .334 .FT.' M■IUIL0Mrc ?j f ' c \on1 PF.F.1NP.G . CAl CULATi0N5 to . t2? 83 % /t& /93 (KVrt- 1) 1 0.0,:0 1 1 Pis 1 tot l_s_cy. 3 f , OT - 4 2. _ (n o ( sy_z__30.6o si 0.01 Aciza ( 1350 et 0 "cif 2.4 - e l ot • I DTS k 45 a t-rolzp.4 1\4 \\2 8 Ivo low Vg. A.1 NA6 C AN L_ u L IONS \ 4 0 51 0 • 710 e 1". 3 _ 3 b 0 _ No.12.153. `/16/ SwALE s p.veNtLat\ • H.— ¼1S \\/ 3 _ ( z_ _ e 0. • e 0 soz/. e o.to e o.actio ''' ( 2:5 I - TYPE 15 T>giwE.I.L- -at o •erc. s ( uo c_Fs ourt--1 1 1 1 1 1 1 1 1 1 ... 1 1.. 1 N0 �.. 0. II •ilt_ SW Gr � c it f• No 6•1.14. ft,/ ZT?r Y ` .s �� °T �/.Y� T ti .. . RM S p inra hq <Fr. ......... oti .._ ... . ■o °- Ft 1 To? of DR- ■vevim 3 .± Z 10e To? of pRtvEW•Y M \ptL.OMa E hpp ritioN bj- AII•A &E CAL- 1 S.As6M'ENT E'PS EMENT 21 � �m 013 / a v rrrino:17m fifir ; i S�oPE X7/1 o t31 3 15� f1/4L-L• 6. o l0- Q7 ° C'l;oS: elk of SwAL6 (Z1os)(4z9) C- E)(o5)( ‘ = l,9$ f1. 1. O. �I ,1.01 0 5WF,,E BOTT 5 GKoSS Sect LDNAI M t ' of S WA Le ? \( - ) t (z)(OS)(.1 ).t (o)(k z 3.55 0.4 a 2. 0 '. NO 1z16 1 /lG /9: (K W r-\ ) Co NC. CuR6 co NC. G '-4 4- :4 1 • 1 1 1 1 1 1 ' SUBAREA 1 = .46 ACRES SUBAREA 2 = .99 ACRES • TOTAL AREA = 1.44 AACRES COMPOSITE RUNOFF COEFFICIENT = .309583333333 I OVERLAND FLOW VALUES • - Ct = .15. L ' = 225' •' l..0 g?,NAD 4 }.... S r.QQ7 CHANNEL ' FLOW VALUES' 1 1 1 1 DATE = 1/18/93 PROJECT NME DESCRIPTION = STORMWATER DRAINACE L = 137' ' 41 = 8.6' Z2 = N = • • = 0 . 000 7 TO = 6835. COMPUTED VALUES DUR. =, 20.49 10 = 1.43 0.10 = RATTONAL FORMULA HYDROLOGY DESIGNER = K N MCMULKIN MIDILOME DTH ADDITION SwALS L o 1,5 3 ,fit4t) BASIN F SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = .15 1 1 1 1 RATIONAL. FORMLIL, HYDROLOGY I DATE = 1/18/93 DESIGNER = K. W MCMULKIi1 - SAS IN F (FAVT. i PRO;IECT NAME == I "I:I:DILoME 8 ADDITION CALCULATION Fog Cu F.6 I O�E111NC PT Low FoI�JT DESCRIPTION = STORMWA'I"ER DRAINAGL: SUBAREA - 1 = ..07 ACRES SLJL {i -1REri 1 RUNOFF COEFFICIENT = II TOTAL AREA = 07 ACRES-- COMPOSITE RUNOFF CCOEFFIC.I:ENT = .9 I OVERLAND FLOW VALUES N �� ,I iNc� -vwES: ?h.% T. on SATES DFIVL' t'Ro ' Ct . 15 r 0 A PcwOwAY LoT t. To op_w Nq L = 0 'Cy LoT 3. 1 N =. ,016 CE S� (1oS)(l B)z- \`3 FT' ti 0, 05 Act-- -c 1 S = !11 `o CHANNEL FLOW VALUES S L 107 I 11 . 172 i.2 - 36 N = .016 = ' S . 08 TD = .1 ' COMPUTED VALUES CURB OQ Q NlW G AT Love F UIN C 110 - J. 1.a 51-F1/4. E • 2.425 SACES •DRIV 010 I .%• 1 • h = 6". 0.5' FI 1G HT of Cu OA _ i 20. % 11= D•.1 T•EYTH of VIA'CEP a _ 0.20 CFS FLOWK. Kt e. 1 ki ` 0,10 z 0.2.0 C 1 h 0.5 3� H 1. Q z 3.081 (\.) (N0 Z F oR h - ' Q 0.20 �Z 21 2.D5 FT. 3.081 (BP' 3.02"1(0.10> 1 3 fi. WIDE - 6 IN. DEEP 1 1 1- 1 1 13/NSiN "6" \VPtLop.. PCDDI ION1 CCU1-i\l W(45- ._.ts • o . 1-0 T __t - 7 2 T. = \c, - itSo 91-13 FT.' ss- '1 f. • -z 0 - o o ft 2.1 f■cia-5. \ it4 22_ 0 4 5 3._-_4_S_TORPAGE__WEQUIRSD-: -( 5250 FI - FT3_ BASIN "G.. ��IIDII OME gT" kDDITLOi1 DRFtNAGE CALC1,uLFT C 0 S5 - $_EC?ID4 L .A?ef, OF �.v'ALE; 4 WI DE `z (_2) . Co. 5 ):(1.-9 7 4) -t_ (o..5) (4•o) - - 3. 5.7. -0.R AG E_. t{ ct tz-E \) 20cp Slogf■GE = ?A FT (I CPS on) 57 1 - 0KA6E AvAILAs! - - SwALE : `f wiDE STA• Lei To 4-121 62 FT.) 3.55 FTC z. 2.2'0 FT 55 NO. I /z4 /R (Kw N) 1 1 1 1 1 1 1 1 lof of pFAvEwAV 6�- , M F 17F T. 56E S4op 10 O 11 1 0'' 10••• 13 F P 5 E 1v% t bhSEMENT IIIIM ............. 0. 7 N 71711 471/2 421 00 F � 'A ' r nr. r „ F ygh M\DIt_OM5- np C11 &' V 1"f1oN pgA10AGE CAt-CULP H DN5 VL /w v 5 - 7 ' CO .. . Ft. /ft. trill Trn frr'��l��/ ti�.lf .cL.0 rr PE p. \31 S, i r lOKM F h v+�p t6 C .o 5-S ASLEF of SWALE. (2(p) (429).4.( (Q_.)(364) 1.01 p ?4W S- 5Wh..E BDTTDM 5 I 15 To? of vR 00 0,0\6 t 0 .116 7 , 1.4- 3 7,ai% tr , C�y 19. ,wFFa1T 25 F hiogmAL SW"4.E SLOPE NO, Iz1 83 1/16 /93 CKwm) ..9S.f'ti CROSS— :ECTtDMbL AFEA of SWAL.t Co NC. CURB Co NC. cur-ES 2)( °5) (4 ) * (i)(9- . } (o s) (4 t ) z 3.55 1.01 ... o.4S... ......... . 1 1 DATE = 1/19/93 DESIGNER = W M[MULKlN BASIN G K � PROJECT NAME = MIDILOME GT'H ADDITION DESCRIPTION' = STORRWH�ER DRAINAGE �� SUBAREA 1 = .17 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 =-22 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = .39 ACRES COMPOSITE RUNOFF COEFFICIENT = .476923076923 1 1 CHANNEL FLOW VALUES 1 1 1 OVERLAND FLOW VALUES Ct = .15 ^^ = 208 N = 4 S = .005 - L• = 40 71 E.6 Z2 = 7"3 N = .3 B = 0 S � .02 TD = .4255 COMPUTED VALUES ` DUR = 13.12 Il0 = 1.92 . Qlo QA . �6 SVI&Lt \~n7 \. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 1/19/9:= PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .12 ACRES TOTAL AREA = ^ ACRES OVERLAND FLOW VALUES .Ct .15 = 0 N = .016 8 = .01. CHANNEL FLOW VALUES L. 120 Z1 = .172 Z2 = 50 N = .016 = 0 S = .011 TD = .1017 COMPUTED VALUES DUR 110 010 OA 5.00 1.18 = 6 N = O.011 Q= 0.34 LES 1 'rcATI0NAL FORMULA HYDROLOGY • 3 Q 3.08q (L)(h) DESIGNER = K W MCMULKIN BASIN G (PA'VT. ) HEAGHT of Gu?- DEPTH of FLCw LOw RATE Q 0.3 3. (H) 3.081 (0.101 - 1) pOMPUSITE RUNOFF COEFFICIENT =_ CALCULATION Fog GLAfl OPENING AT LOW pO)NT SUBAREA 1 RUNOFF COEFFICIENT =_ 1NGL WieS: ('kNT. ON {:0V1VtStt S=Oht 5250 p.m ACFE Cu . oPENtr+G AT Lo*J PotNT; STA. 3 t8 4 1.9'f BoWDtsH (LOAD o,lot 1 0.2o 0.5 SPY : 1- ft. wI.DC. ; (o to. DE 1 i •., „ i 0 i V\ 117 WO MS S1-14 0, 1 DIZAINIAGG. CALCULATIONS • BASIN Q (cFs) I P\ 1.13 B D.61 Ca 0 99 --it cvte. LOW 6'i6 1 N -it ■-s GiPeAl p_cinioff ckAec.-1-' . f LOW tN SV/M—E PA%) 0\iCiVD.WevefayS Ea 0.62_ 0-S0 6 0. 36, 0:Sets__ iv,. \ 2 0, s vac\ e_ wc&s since , bo.si "D" has (3v-cat-est Non off. Likewise deetk of flow over. driv-P...wA1/4, was ccic_tAlo,teA _ 4‘or bots;v:0", The. depth o1 swaLte_ ?rov de.d • 9 rieGtie.Ar_ttina_n_±(3:e_a i -5:Atict e Ib ", • - eftire swcktQ depth is s tiff k_ht fv. _ bin ad all ik e_. b_c■st‘tet s __L- ikew e 8-tette\ of 8Y ‘ewcky ov icitd was e.10:ier ikoor. --t-ke cic, o4 -con over cir‘ote_vick on __ bas ;kn "'Ou -e\ne-re. a ?AN e_way • s wf vci- for bo,s i aona_cdi_otk_e.r__bc_\sjhs.___ "c2 is tine. oin .bc,s;cA v.,;--Fk bet- in (+5 3wqk , tinere-Fore -t +1ovi over 4int be), \AA was ea tc_tdo,..t-e_d cLFF r s 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1. Worksheet Name: midilome 8th Comment: Basin 'D' swale Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge Computed Results: Depth Velocity...... Flow Area Flow Top Width Wetted Perimeter , Critical Depth Critical Slope Froude Number SwM vEPTH FRovt TG? of b - ro goTToM of SwALE = Co f4CH5:5 Triangular Channel Analysis & Design Open Channel - Uniform flow 6.0 IwcICS 7 3.36 :Ncues pgovioEa KERUigED 8.54:1 (H:V) 7.27:1 (H:V) 0.030 0.0200 ft /ft 1.22 cfs 0.28 ft = 3.36 N. 1.90 fps 0.64 sf 4.51 ft 4.54 ft 0.27 ft 0.0258 ft /ft 0.89 (flow is Subcritical) THE KEFo2E OKAY, Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Worksheet Name: midilome 8th Comment: Basin 'D driveway Solve For Depth 1 Given Input Data: Left Side Slope Right Side Slope Manning's n I Channel Slope Discharge Triangular Channel Analysis & Design Open Channel - Uniform flow 14.93:1 (H:V) 60.00:1 (H:V) 0.016 0.0200 ft /ft 1.22 cfs ' Computed. Results: Depth 0.13 ft = ■•56 IN Velocity 2.07 fps I Flow Area 0.59 sf Flow To Width 9.39 ft Wetted Perimeter 9.40 ft Critical Depth 0.15 ft 1 Critical Slope 0.0089 ft /ft Froude Number 1.46 (flow is Supercritical) 1 b . ?TH ?F.Ot To? of Dg\vEWAy -ro GU r .1Z.LIN6 = ?,D INCHES TW rt6FoRE, 2,O. INcHES > I.56 INCHES Pgovro &D R- eawc -el) OKAY, 1 . 1 1 Open Channel Flow Module., Version 3.21 (c) 1990 111 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Trapezoidal Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: midilome 8th Comment: Basin 'C' berm Soave For Depth Given Input Data: Bottom Width 10.59 ft Left Side Slope 7.27:1 (H:V) Right Side Slope 8.54:1 (H:V) Manning's n 0.030 Channel Slope 0.0080 ft /ft Discharge 0.99 cfs Computed Results: Depth 0.10 ft z 1,? o INckAgs Velocity 0.90 fps Flow Area 1.10 sf Flow Top Width 12.13 ft Wetted Perimeter 12.14 ft Critical Depth 0.06 ft Critical Slope 0.0334 ft /ft Froude Number 0.52 (flow is Subcritical) tEF nt FROM -To? or, BEgv% 70 Top of cugB - 6.01NCH>;5 'C NE REFoRE, 10.0 INCHES 7 1.20 INCHES rsovuDE(J F.6qu1>;1) Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 t0 0 'soTToM swALE � I SWRLE $oTTov ■ a -- 4.t4 -- 1.5 • S U p r Z o 0 0. 3 N di J r• -a op _ W 3 d • � d 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 iimoson Engineers. Inc. N 909 Argonne koaa 926-1322 • SoaKane. mA 99212 " TYPICAL SECTION DATA Roadway half wiath Road Name ' Lett or Right • Curo Tvoe Station Interval ENTER--> 25 ENTEN i 50NDISN ROAD ENTER--) Right • TYPE A COUNTY ENTER 50 rroiect: migiloue 6Ln aociition Job ho.: 12787 Oisc.do.: File Name: mio -6 la-nay-93 07:24 An ANIMA MAXIMUM Curb EL. Curb EL. Edge Pave. CENTER t SLOPE EDGE DIS1. t SLOPE EDGE D15T FROM 1-4.5% I.2% to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVHI.from E7P + FROM EIP + SELECT - Design Too Curb STATION ELEVATION LINE ELEVATION EIP EDGE PAVE R SLOPE TO CURB CURB HGT1 CURE NGT1 ED ELEV % GRADE t Grain 250.00 2013.45 2013.22 15.00 -1,53 0.00 10.00 2013.27 2013.52 2013.50 -2.20 300.00 2014.13 . 1.36 2013.90 15.20 -1.51 1.36 9.80 2013.96 2014.20 2014.00 -4.06 350.00 2013.28 -1.70 2012.66 14.10 -2.96 -2.08 10.90 2012.67 2013.14 2013.10 -2.39 400.00 2013.18 -0.20 2012.87 12.50 - 2.46 0.02 12.50 2012.61 2013.12 2012.87 -4.00 450.00 2013.55 0.74 2013.37: 12.40 -1.45 1.00 12.60 2013.30 2013.62 2013.31 -4.44 500.00 2014.15 1.20 2013.95 12.40 -1.61 1.16 12.60 2013.88 2014.20 2013.90 -4.37 550.00 2014.91 1.52 2014.80 12.10 -0.91 1.70 12.90 2014.72 2015.04 2014.51 -3.80 600.00 2015.87 1.92 2015.15 11.70 -1.03 1.90 13.30 2015.65 2015.98 2015.76 -3.68 650.00 2016.91 2.08 2016.63 11.90 -2.35 1.76 13.10 2016.54 20166.87 2016.71 -3.21 700.00 2017.68 1.54 ' 2017.44 12.20 - 1.97 1.62 12.80 ' 2017.36 2017.68 2017.66 -2.19 250.00 2018.41 1.46 2018.31 12.10. -0.83 1.74 12.90 2016.23. 2018.55 2018.45 -2.79 800.00 2019.17 1.52 2018.91 12.50 -2,08 1.20 12.50 2018.85 2019.16 2018.91 -4.00 850.00 2019.56 0.78 2019.26 12.60 72.38 0.70 12.40 2019.20 2019.51 2019.21 - 4.44 900.00 2019.81 0.50 " 2019.54 12.50 -2.1 0.56 12.50 2019.48 2019.79 2019:51 -4.24 950.00 2019.98 0.34 2019.69 12.90 - 2.25 0. 30 12.10 2019.65 2019.95 2019.81 -3.14 1000.00 2020.11 0.26 2020.11 ERR 1012.16 2020.19 0.66 2020.18 ERR 1.00 - 1.60 -0.46 0.88 1.18 1.82 1.50 1.90 1.80 1.58 0.92 0.60 0.60 0.60 0.60 0.58 - END C'J K 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Fl it —I.- wel 5161-4T DISTANCE REQuIF-Eb . C.- A5 e. cn s 5 co 0 -f_ c jt . €fc w dk flD QOVn c4-- N I I DC4 4 :Crass: 3-2-b 5A .1N-rep:sec.-now BOWDISH 331 AvsN 11 F r i M\C>ll.-DIN4C- B AUDITION S \G \-\T D\s ANIkuys NO. 1#17 83 Cfcw De_siv., Speed -7- 40 S.i3 skct 5O.*k. F C3 • 1/4)< I)e-s'13Y1 Speed 7:- 4-0 wi ?Jr, _ • L u.cnovcLo3idsk g0 0\c:1 ov‘e. oS -Crum. 11.--;314 : • I!!■ -3/4 °tick I I C - 0 _s'n k fk r tYkt kt_CL5 ow.:5 55-3A1 _ .si.D■Ak s+c■Ace_. E.bviwsH S i i s 3 c z • :h 30 25 • 70 0 700 L -� 600 tOD 1000 I?0D la 00 1600 SIGHT DIST•NC( Ir(LTI A- S.CHT DISTANCE FOR P VEH,CtE CROSSING 2-LANE kIGHtAY FRDU ST OP. ISCC Co.CELuV - - • ( 1 1 1-\SIC.H1 D:S1eNCE FOR P VEH:aE 1URN LEFT IN10 / 2 - LANE FE:HtAY ACCROSS P VC •aE e'PEOACH:.G - RRDu LEFT. (SEE DILCRLJ) . 6- 1- 4Lme.r..5dran SIGHT DISTLNE( f0R P VCH.CLC luF:::,4G LLFT P:10 4-LANE RC.W'ef ACCROSS P vES;CLE APPROACiLNG FROQ LEFT. ISCE 0!LC LIl '6 -2135 1-i7 DISTANCE FOR P VCH -CL( 1D TURN LEFT Ir:10 2 -LANE i{GHt AY AND A1ILI ESZ OF DEStCN SPEED - 1I1HD'JT EEL'-IC OVCFIL:EN 6T A VCHICLE APPFOLCHING FROIJ THE RICHT RED'JCP:G SPEED P.N. D(StCN SPEED 10 ESZ OF DESIGN SPEED. (SEE D:ACR:u1 • CO SC-i1 D :STLCE FOR P L'EH:rL( 10 l'JFN RC-1 u:10 2-LANE ECHILY AND MAP: E5Z OF DESK.: SPEED t I1HD'JT PEN; DYE6TLKEN ET VEH:a( AP?22OLC! FFDu THE LEHT AND RE-DJCr:G f27u 'DESIGN SEED 13 E5Z OF DES! ON SF.(D. Figure IX -40. Intersection sight distance at at- grade. intersection (Case 1113 and Case IIIC). / j For c ■ car vdaltin -- Merle - Crow ei Bates tr■ve or 38 t\v€t,ae. onto Sov,di3 goad , j4,e -Followin a551-4w ptIOVIS We-ra )Mac\e 1. Dr ver'; eke is IG feet bek;■d 9ut-ferGhe of Powd:sh gd. 3rovnd ih +k s area is 3theral1 y flat, TInms, -f ke na +v.rc.,l 9routld. - fro. -!•tie drivers (?fd. and right do^_:; not obstr ttic view of approac.kin3 raffie , 3. Bov,,ctisk {zoad is q colleckor arterial witk cles■9v, Speed o-f 40 w,.p.k. .. VWILot B TH PODDITION SIGHT p1STANGE ANALYSIS . BowDISH P-DAD No, 12793 6,/z3/93 CKwr ) AASH `i Geovnetric. Desi3v, of NI' gtiwa av,d Streei Fi IX -4D In-tYcxscction s ti+ distance ak at -3rmde \nkersee.t■on ilia NM i NIA milt .161 mile SIP AB slit dig St. COI 8. 1:s-ci. ilik MD' di/ 8 3 . tP le 23 •C:" 0 0 3' 1.5 - T_CN 7-Z t. . 0 10.0o A c) a t cc/ 9C: o O tf) 0 'in l I c) • n 0 5 - 30'a 34 t 31 1- ='- 2 • a ' 14) 0 O : 4' Cry s!--te_a u T-4 cl nt.t.0 I -7 00• ▪ • c \ I 1 2 23 CN. 7_ o jo ZS zS ri) gi .0c rrc DryLui c W o 1 0 - 0 ti Go NCYTE Cut- ) 4-'n = Z S2 ?_,ar az_ 2 5 - TR EE EMENE a-EMENEMENZEEMIC MWM EM INERMWERFaMMEE-MERRIMMENE ME= MENAMIENEEMEMEINEMVEREEMEMEME A9 /71,1129AA3JJ 115i9hA113 • 7(7A P. nEEMEEMEEMEME ~ ME EMEEEE 7:7=1: EMEEEMEEEEI r- Enliffire • x 4 -1- ti int CH CKEO ar C .E.: ills f. . 7 77: t:o --4 Y a —� i :_ -- .. --. _ - - r -- -- - --- - .— F —..L -- -- -- =r — arm_ n . - _ — rama A s a -f -- _. EE = —Iii �i. E =E _w - -- n- _�:_�= �� == magi = aka ME—a. G ��s ffE �i� I warm — A_ � � ° X39 �=:4 MEIE ° a9 ---+- - - -�P- w - �3 . _ a I ties w arm �.��.. �—� _ __ - -- - - r — ,...,_�. � -_ _ � �w�.--- - - -i�� . EiiPf�7E�� V..��.�� ;g� --'-lam — 1. 3 f 4s. II M N b N N 0 1)841 ` � mod c3 1''1 kN .0 ,. Nov, I .111 "1 N O N N 0 4 N 4 N N O HSIUMU9 N Itf BRA. I� %1 l 0 3c o0 rl - 0. 49.89' z o n I V It 0 O In i rca.00': C. DOUh>e I $ar i re.t Dr L..) Ai; curb t c ` * r . InIti SpoLwn °i>0•O0• -0 Lc c 3 PNE 0 - N 4 fao•oo.= 9U.4o' Sin Bcr -r =I Drywel1 CL t J Jti-¢r thick Spokan4 CS .+J. 0 _SvvSle Barrel Dr well i t wall Cur 6.it .5ut}er i..le4 Spots Co, S4d- N. Sw e .V So' MIDILOME ADDITION 57REET PROFILES t DRAINAGE NIAP(: _. -1312. 1 /. a !- 1C • . 0. 1 c .. ria c ail .v� ✓ice N SQt 1 SPOKANE, NE, "DF.Awi.: er ML _i 11 ..4 �L I V7-(t I- 1 9 OOE. 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MAJ9 1.010 c9 `14iA9AA2JO :00. n9A9p?NIA9NA3J .A.Z.0 N1. 34AM A 3TAJ1 L WAJ9 3111019 ` . .A.Z.0 N! ».3O.AM . . ••• r ‘. • C • J t --- , - :44:; ” 4 ; • • • 1. , • , -..• • — • . — , • •-.1 • - • • •• : • I30 - 5 b - 1 • . • • - • • • • _ • ■ , • , • , ■ _ • • . • .; .';*;•44i;;;c4 '44, • • • • - • ■ • _ • • -1 OIViP , 4 1)D 17.1 D - :2: 2:. :=-'; • -;••••-, ••••••••-. -." J. ;: , ;7 4 :4 ;r • 4 :; : , ":77. • • I.. • ; ":;7,1 .. ••••' -:;;;; I ; — ;44, 4-74-;; :4:4:7.Y :; • — i;;;;;;:i4472" OWt>ls-H . / ... _ — " : • .. .. . - - • . )1 C- --- D 0 ..., :-..• i a 7 ' .-... ( r e 4-Th r v ..-- I 1 . - - • ;;;T• Pc. .1.- 0 6 c.„2 ,/ I r, • •• • • • • - • 1 c" ■-• •-; a . ; /I H I • •• • J.' 47:74 ....- —:„ :::_ - ( =C :. :_. :: _ .:_ - :. : =_ _ : � :- , - . - -' _ - .:.:I ..., _ -a - _ . - .. - .. _ -- l .. ___ = ! . - _.:_} t - _ - ? - : i. __ = = " - . 1 -tom n ) :: t _ t 1 - • ; ! . I -- 1 71111 y _ iTf 71 t 17• J T i t _ _ f _: _ -. . _ ... . _ -.__ .: I fflLI[ - 4. ' t . 1 - _ _ ... { I 7 -. .. -+ - 1 - y {t .. 1 -{ _ t •_ 1 __ k _ - ..L t __ ' + .... _._ - _ 171 tir ilif T i -L ... 1 _ . _ [ . .: ._ I .. 1 y - 1 � \ , .. I � • _ . _.. ._ _ _ - ITi . -1_ J - : -1 __ - -_ - _ -_ __ y..I _ _ _ _- TjItj _- _ 1. - ti _ -,_ - - .� __ + rIC iti } } i_ t i } HP. HI 1: .1 ft '1 '- - 4 t It _ I7I i! ,..1! •:11. ( I ' T C { n =4 cz � + 1 _ L.: =I - r — , 1 r 1 Tr I 11 11_2_ 3.7 f 17 1H • i LI! •: : ... ry' _ I1 iri !II! 1 1 1 rin Iry ; 'If ,1;', ,ElirLI ; ii MI I Lill; : ...._,_., 1 , ,:,II, !III 1 . 1 .i : • £L ri1T 47'4" } I 'I 'FF. i i i: ,:l: i H 4 .. - 1 , _. _ _ Istri " - j - 2, . , _ _ x .. _ -.: _ -_ j _ 1- _ - - _1 - -. _ J -k-f _- 71 t_ _. juriTiTbii - iF;II ;1 LI!! .,.... ....... f L I ,ill HI, ,11 ;11 • 77 : • • Err • !: • • ' • .! "IL t-r trrl ; !!!:: I • ! � 1,. r•-4 Ti • I • , -1 • . • t I.! 11 • • HI I • ji,l; ■ r 7 a .�_ - -_.. 17 :L • i r r H r 11 1 _ -_ _ ... -. . - +- J _ - _ - •. ,._ -.: i-.+ - __ -. -. : :_1 Z _. i ,{ -:'- _ ! . _._ i _ - _ Ta= -- . -!_ - 1 .. 1 ...._.. { ri T i f; il II! _ 4, r h :. . _=S! _ - i _ ��q _ A . f✓ 4 { - f' �. L - _ _ 11 _. } { 71 T. _ ■ fi�x Yi�°aia ' I.. 1 -.t_ ' T - :._ 1_ .J- __' HL: DIC 1 j - -.C._ ` . �-' - _ f- - , �1 t -.I ` -�_ - i 1)1 ' 'IU1 LIA_Li • j •tj..1, I • j • I j 11111 ilill I - -_- QI TJ _. `�' _ • i _ I 1 I I' . • 1 LILL r ?- t_ -_ '- -1:� -._I-1 -. - t 0 t n 3TAJ9 NAJ9 3) 9089 t 9AA3J 7/ LI :03 P,39A9 Tt11514 ?J3' .A.2.0 NI 3CA. 0 Cl - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n 9 / c f'& rr a / Dr 1A c 1I `p o e. Cl/Hy S •I . . / 9 ,oebi -hrd cur Z•: aD •0 (3 .. r ' 'J • / r - 1 L • ) 1 I / i r O ....„... /- ..t •-,.. -__.___ . c _-__r___ I ( , �S,O ? S . I " j . l i O V -4..,..„ 2 S1/ 1 S l\1 D sEes rotas_ o_ S.c€:\ -; 0? � ` 1` 6- 1 / S- 1 y _ J � C 1.2. 7-'7' _ =CL. Ac- & 1 1 N.C.I '1 Sot * I • ��• VENLf m Std.. Ies 2D1G:SS LOCK: 1 16 sa sal . .n, :Jcw3(e. Be r.e I :Dry ✓ /e /l .; . -:..�ti . SpoKone r�un: ; Src' :t e j •m p..le. •,1-31 °7 .0° z VDIL0Mt A1)101 - r — n/ = CC f C C C =�C� SIMIANS a Sco --�-- 85 • ___ r- C — S), 1 t BLOCK ■ • - 3 C - L-41 • % . p , : 4 ? :" , .17 = \L 1 _ =4 ■ PLATE-I, . nwaa. • g nog . iwA OIL; In . U ±. OI ( --vi ol - T om at t---4 0. Ic h0. grotj nd✓ ELEVATION N . VIEW na.1".ME= E M MEn t ationn _ . S.vvP\LE . :DETAIL en a nia=nb anirainn m a i M ani rm inairan r =.0=mnasearairm altwata smit: ntantar,sammon aa mirtanaannamPainin .. --.. aj a sh p • n se_ ta .....awatzgras man nime---wimmt=m-mi BEE= r��..r.,.�s, C '''�' •ate" -�� '��.�. ,DATE = 5/7/92 'PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE ' SUBAREA 1 = .96 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 2.35 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 'TOTAL AREA = 3.11 ACRES COMPOSITE' RUNOFF COEFFICIENT = .16752265501 OVERLAND FLOW VALUES ' 1 1 1 1 1 1 1 1 1 1 Ct = .15 L = 6C)0 N = .4 i = .012 CHANNEL FLOW VALUES L = 0 TD = 0 'COMPUTED VALUES DUR = 15.15 110 = 1.76 010 = (2.14 OA = RATIONAL FORMULA HYDROLOGY DESIGNER = F. W MCMULF..1N BASIN - n-1- :- rir%- :;-1:4 = mitC 1 1 si 15. 12, t 46,I9D = 143 2 69 I(o i l eaNi. .. 9960_+ . ■44-0 t 144o -t -3-to Z I F'c -t E'A. X121. It --1 zoo Ac.f"E t6• R00F s z ▪ .SDQD _f -_2 O.O. D_. t_ _20o0 .-t- 1 000 ? .. 16, 00O (1• A PR�VES ▪ 3P0.0 -t. 1000 - 1'.1000 1 3oo0 L 5000 T[ I IN. 11 20 . 8 w . 5"To .1 Ft - Sol FT' t � 113,41 L OMD 3too '1 LS3.36 C. l•81 6t49• - 3* oo 349•IO 0,80 3 1 :1 0.6 l off• 61 a t.01- °7 0 Y,11D■1...Ofl -11tH ApPITION S'(ogYnWA . DRAINAGE CAL- CUI- AZ10NS P1 t A2 t A3 t f1/44 ■ Z 1 - 1 1 960, t•..444o t 444o 1 1 @,390 = 51,261 s3- -S5S t- 11 S5tt t29 = 4159. 86 - 3t4 116.•5 0.81 125.56 29 @ 0.96 NO. 125o0 SJ1 / (t=wm) t 4 FT 0.99 Pc.. 100, 011 2- 10 -2G2 F'(. 2:35 AcF4 1 1 1 1 1 - , 1 1 1 1 1 1 Yf11DtLo'MC -1TH f\ppVfION .5.Tof- MwKrEs D1 CAL-Cu LATION.t: BASIN -P\ 1 + A Z -t- A3 -t A i CROS5 SEC f10NAL AREA $WALE ( - )(o :s)(4.z9) + (!%)(o,$)(3. tt I.9S F-T._ 1.01 0.91 GfZA AND Or 5W .._. if is= 10(2 FT. AND I %) THEN SWALE MAY 8E CONSimEg p. FLAT 1 3T4 t° AvE, Lo A4 = 90 ft @ 0. do` - IGo = 14 - o z dta A3. _= - 0.0.._ Tr. C o.so°�o - 16 = • lo.\5.4 - 7B FT. @ O. `SO - IG = Gz J LoT A I z Ito F L D.e0` 0. - UNION CT- (-Y) A 1 . = 100 oon = 100 . ST OKAG6 K6Qu1RED; „ 2o? STORAGE 415+ ( +( -r 266 Sol f1.3 .. 2) 2- TYPE "6" -} l - TYPE "ft° gYw -- (2.o crs owl) (o.": CFs ouT ) STORAGti pvA\Lft L—E 300• FT. .. 1.93 Ft.` ._ 514- F'r. S 9i$ °I4 ft' z- 3.55 ei3- x 334 F 143 BASI BA5 t b3 t 1 AI 3 F T. > Sol No. IzSOo -5/G/9` (14-vial) L `D0 300 1,31 cF: on) - 0.3 cFt (Act) c t.oi c€S (E(Fkss) 8.91 CF: (M) t I,01 (Ft (1N) L 2.0-1- cF: (IN) -v (Y.wr) /t . 13 EAS o.JI N F T/FT 5W A- e.. pGTf0M• -•- 04-... ...... - -• 10 -• CROSS -. SECTIDNAI. 1 1 - m a o f c liwEWA( ' . -roe O DRIV6WPY 4o_ . ' D 0161 F I TH _ . . MIt) LOME:. .r" PDpITION 20$" pRAIN CALcuLr- . s %aCLcf se - s1BNT c.- o \ .. WA e aogpM d � .p _ Cazrom r-- 51 _.As. All murr14;4C 1..NGT 9 N _ it i k FT N D C 7/cr i o 9 .9 0/ ?7, .95 -S.c.cm ror1 S� AREA OF SWj`LE Iz /w ..... 1 0 6 N O 1 .cti{"r' r : 0 k 3 6 - ± ) , . 17/ FT. 1 . 1 • 8 si - s � M. _,_.... ._ . ...............__._..........._ .. — Iw� ';,.';';; "CROSS- SEC-rloNAL fFREA DF £'#JM.E 0.41 Z.00 C um D CONIC - Cu n.0 .1'..(4)c- .0.?s_I. . 't' (IA X±) c / , •ATE = 6/29/92 • DESIGNER = f; W MCMULKIN BASIN "A" PAVT. PROJECT NAME = MIDILOME 7TH ADDITION I ESCRIPTION = STORMWATER DRAINAGE T UBAREA 1 = .44 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 OTAL AREA = .44 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 'OVERLAND FLOW VALUES . Ct = .15 L = i N = .016 = .01 "CHANNEL FLOW VALUES 1 1 "COMPUTED VALUES DUR = 6.34 I10 = 2.87 ' 010 = 1.14 OA 1.14 1 1 1 1 1 1 1 L = 708 21 = .172 22 = 36 N = .016 B = 0 S = .01 TD = .1838 h c G (is' N w 6.1835' Q z 1•14 CFS 34 Qz 3.081 (1--)(rC) .RATIONAL FORMULA HYDROLOGY INCLUDES : ?Pon- ON 40 AvE./ 31 ME. 4 10 UN10I1 CC. PAVT. oN UNION C'[. Cv,f<B OPENING AT Lo POINT E.R• 4 + 59.86 , Llflorl CT. of Cuf« DSFTM of WP f Low (SAT'. 1f H s kt _ 7.1835 - O• h 6.5 Q 1.14 _ s . 4.6`1 Ft. Fo« o D6xKE �' N 3.081 (k0 3.o81 (0.1 838)' = 5A( 5 fT. Tht - ; c IN. DEEr 1 1 1 1 1 1 1 ; BASIN "p.III "T 17: 20S ("ltD1Lova NTH ADD1TIDhl :1 Dgp,t p-.G>; CFC CULF'CtL tS — G9,2-7-1 F"f. A ?mi. (12 -t l4' (1B) = 1 Z. 056.49 5i(1E) - 2,996•x_ Cu>;6 1Z f' ' FILLbT el-0 AVE. - 85.98 CNSB jZADiu9. FILLET L CuL - S/.0 = �OS. �� 5369 11 - Xtb) a 133 : 1(23 ft- 0.1/4 hc.F.E L 2% LoTS C Zoo() FT I_ 0'T 0 . 5000 ft" A vie. = 3 1-015 000 FT• R - 3000 FT.` l `1140 11 ( G. 0 A \mFERVI 533629 500Dt 3000 = \Cp F A G f ; A ss — 69 — , L( a =6`I z 5_2�r✓�b FT•` - ..CCi 0_3 FT. =i o.Iot k , (1 449 = /o. 13 he 0.41 Q 3 "8 hc;E y =LI ACf L VE, S'toRAGE REQu p = `i` 0 F r.` ; .'/z. . = 4l5 'et 121N /F 1 i208 ST0FLt . PVM1 - ABV - = . 110 - l‘ . `l± Ft- 14.3.55 FT- = : fr f t cam∎ •IE 14,A - -- �i IO f f. X. 1•elo FT. �o = 532 198 F7i x1011 CC. u 53.2 7 415 ✓0c. fr-■ .15 41-‘2- Pt-N - (o)( v6) 14_4 ts. 0 0 D f \M‘1)1■...okme 1 Vi .5.71 OV1WsS1c. pSAINc k Lc. u o Nis Nto. 125co 5/5 w elf = 'ZOO 0 fi k 0 o VicIvS t 0-1- tOGo • wnev. A Giz.f \ 5 i*Cat 41 Al 2.2- f....r. . k IN vaity z z... X .tc16 123 2.3 - 7 o Yor. 1 1 1 1 1 1 1 1 1 1 1...0.1" _ 2"2 "z 1072 loOD p y-w , tt . ZO _Th B Sag A g , at ...I.I 0 et a A . :7 , P ... ..1_• . _ ...._ ,.. • • \ Z. I ti 3 I L2° 3 " STog_fts V _Er. INVA_LLF.s.B..1,-E._z: 50 '— 6.. .. r‘4 €T: :-• 'tZ F T pc...piv.... P\ t N 't-S3 la 96 z -t 4 17 0 -t2z- b Q__+_112120 . 41-4t) FT. 1) 0 vivv - 1 1 " OT.f..06 KT L f:_. p le-P.114 f,6 C..b LuLATIONS (40. 12.50o 5 /5 icr2_ 1 1 r a‘ ..„ 163. , 211 (lc) + 5 k u(7.0), s N f-NI:)11 PR.P..INA6E Cd\CC.UCkTIONs - r2. IrAvr . 6 t. F new • 00 FT. A ICO 0 k = 20 a--L-Crt iDDOS1-.7" 1000 e 30V0 214.*-0 69r? 7. ± 3Pto 4 ,o F Ora S - 9 _B Q 0/0 si • • .• 5.10RAG. Q›; 9 0 fi it 26 - %.z. to. "2 S S g 'NG C. \LEN — th ra • p 330 @ 0.13"° 14-ctA (2. 0- o oycte_ LAN < 2 6 No. 12500 5/5 /cr2_ c X C4f. S WILL SToi-e-P IN et.r.lrit AtiA"2-3 A '10 t13.5-1 25 SI °1 0 - 1- 0 ' "ta c • 33.*I 7 ts-0. ij Cur Cut 9' dap 13 ID' 1 1a' 18 Ic — = /'T • PORTLAND CCM(#T CaNCAET( CMRS rr (A' SI"RAUE Ca.t#lr ST4NA4RD LRtlTG1G PA✓CMENT7 r aSPNALT CONCRETE PAVEMENT CLASS 'B COMPACTED DfPT# , RSPCRIT Ca9TENT SEA% TO Fare% C si oor SPEC.) L" CRDAREO SLR #AC /#O TOP COURSE, COMPACTED DLPTN (ws oar 1PfC ) TYPICAL. SECTION; BERM ACROSS DRAINAGE SWALE NO SCALE Top of co.rTh berm (3'wids *1 top) covsrs4 with yrota bod • ENp VIEW I I R/N Loncrale Curb ante* TSpel Spokane Co. Sid. DETAIL "A" TYP PAL ROADWAY SECTION NO SCALE) ti 25 f o .ona rr /.r DETAIL HBM TYPICAL SECTION- BOWDISH ROAD C (NO SCALE) yAA,CS ,, .I T. AC. a' DETAIL "C" ▪ S, ▪ " 1. Pe � R SflAtT C*VCRETL FaytaifuT C&AJ4'13 2 COMPAcrta Deer# As/MM! cant..? 31/4% la 6:4:L D.a.T. snfc. CRUSMED S✓RMCIRC TOP Coast L - ComPACTC0 DEPT# C W5.0.O.l DIK.) 3 2 m lit 5Iopa,m /311 Slops,m*i. from top of bcrm to boli"rn Of 9wata DETAIL DD ",208" POND SECTION DETAIL NOT TO SCALE "o [E 0 J O Arles Drywell 6r ate. (Drywall) L _..J t e o 4LL Back and 51des o4 'Tolf Pond to be higher than pavement 5lde• 5' Lint Pond / "Grass Sod n 6vopc '208 Pond Floor Slops Sod to Top o4 Dryv,etl or Masilc an treed Uoin *s MIDILOME 8TH ADD. DRAINAGE DETAILS 1a • . PAID _ , /.. • E.:otin9 K/w VARIES 2% 7. 4.59 77R17 grigi SIDE m' 5 TAPE 'A' PORrt ANi CA A7C CONCRETE cuRR CO✓wTr STRRp.,gD. ONaw4L.EJNRLL rrDa SOD SHALL RNLA TI AE SOMLa ET IACM MANIC aVALOC.0 "atTa 2 7, 44 ; 7 - 1 10 3 l 51opc,m.J.. 3' Ia Slopa,nin. r' DETAIL " D" TYPICAL DRYWELL LOCATION NO SCALE 10-0 5.5 5od • i r-Drpcn w I..4 aw? ki(7r Vimpson Engineers, Inc. CINL CNCI"EERS 8 LAND SURVEYORS :1.909 ARGONNE ROAD SPOKAur. WA 99212 Ph 926-I]r2- Top Curb IL tg c F V n e to Transition 13' t3 U 0.0833 FT i f W • , Ceseat Concrete Driveway- DETAIL H F " Top of Driveway 4 O G 00, PO ,b 1 I .DETAIL TRANSITION'IN CURB AT DRIVEWAYS • 'AND CURB OPENING' LOCATIONS ,, ,_. DAve.way 4 Curb Opening Transition Guts er VineJ G' .. Curb Openings, B• :. DE IMs& ' H" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE K/w - STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left STA. 9.00, BOWDISH RD. Right to STA. 0 +79, 35TH AVE., Left STA. 0+44 TO STA. 3+43, BATES DR., Left STA. 3+59 TO STA. 4 +21, BOWDISH RD., Rt. O . , FT . /F DETA IL__ "E "_ • TYPICAL` SECTION: DRAINAGE SWALE AND DRIVEWAY - ' .lff ty • o f `C is Oswa B ottom CMrb Norm 1 5swlc 51opt aaGYFT Generate ' Curb 5wf.te. Bottom ' ' ' -1 + 51ope,min• / 3' l Stop e,.n..*. {run top of drfvcway to Sotto., of swate 7 1993 JUL © DETAIL G LOT 5, BLOCK I • T 55 DETAIL -. " " ELECTRICAL .TRANSFORMER..IN . DRAINAGE SWALE E / O ra 5 S rle ' - - 'C e nt .C urb w — / - _ [ Pavement . . I.• NOTES }r> - 'I .. 0,. Electrical : fowler`Transforvners + shalt be- enm,nun of to feet f Aro.. ;drywalls.. . MIDILOME 8TH ADD. DRAINAGE DETAILS Concrete Apron far length of curb cut (o.nd •ide e4"+nict.) Curb LOT I, BLOCK I LOTS 6,7,B,ond 9, BLOCK 2 LOT 1, BLOCK 3 tB G deep, curb cut , Var s � V / c- Asphalt -I .7C-5 \arc Breaks-1. DETAIL CURB INLET, TYPE ��— Street Rta £ XPIRES 7,170 DETAIL " J " Eosenent Founded 1946 J R/w Electr,cat Power LLL..JJJ I ` te ' 1S ' . ;Transformer_ I Cone. curb . ( Asphalt Pavc.,alt) . S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPDV.ANF, WA 99212 PH 926 -1327 4 0 • . ' 5 ', •: . ..„,. . • . , Lot- , LoCK-- I • • 2 ..M.ID1R1 - 0.01E17.7871TH: - ADD. t CoQ3 LI E 11544 1 JUL 0 7 1993 • 0' 3011...01 Ma. SET SAC t--119 - • a . • DPA E AS 95.00' : Cor■st - VcColsCor - yrIer Cons 0, ct • C 3:- Curb 'Jai:icy:0/9 . :'. DekaXI 3 u C Dr■ve■nrot s t a. • 0 1- 44.19 i B ti?: L-ti - 00 . .'' ' ' ' ' '30 - I.nvert eje_v. Zot9 -,- • Z-nvert :El.ev. 2.(3153 1- ,' • :' . :. ' Da e s F I ' ' ,-, T B CF.T Fq,C_ .., .: ---- -, - . . .3 p,veNue C-CoL Ceffili3 Engawcw, fiwiww. etd _SCALE. 1 hi ay z5", 1R93 N+ to d o' impson Engineers. Inc. avu. ENGINEERS & LAND SURVEYORS N.909 ARGONNE. ROAD SPOKANE. WA 99212 PR 976-1377 " "vtSE "sti fr iti mot. f. f .. .... ■IN E 4 co co 4 7 �. Q�� t `V ru P/ '� s1 �f .:,RI:5 7,11, RD 4 i It LI JUL © 71993 Ceenty f.rl in::;.: 3 30 BUILDING. SETBACK LINE r10 —r . —LIR DRAII.IACLE E I SEM ENT pETAIL_ "A" S5 `G t ' B2OYE2.Y LINE • - _ d. CuR13 Lit-4e Construct Transformer 4. Driveway s Deta'%1 I T3` Ihve.rL lev. 201S - D3 B T AVENUE • 1 2C, = 20 . 993 ..SCALE 'MAY • - - N1a:D=1Ld 1.E-_8_T._N-../_A DD. :LO.T 2 EL0 C K I S ,S fe..MN ,1N impson L'ngineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.DO9 ARCONIlC ROAD SPIxANE. WA RGO PR 919_1372 •Tr ansformer Deta\Vt 4 S" .SCALE MAY ZS, 1993 FROPEKTy LI 1&E COECB 38 TH N11D1LOME_8T1 -I ADD, LOT=S BLOCK— 1 AV E N UE Construct Driveway' Invert Elev• Zo1j O E TA I L. ' E$ F RL'i.Ea ak6. JUL ©7 1993 Ce!±nty [[.ng :n l •c IsuM• 114 Vimpson Engineers, Inc. CIVIL ENCINECRS It LAND SURVEYORS N.909 ARGONNE ROAD SWMAHr. WA 99217 PH 976 -1377 MAY z5,199 3 r VIIDILOME 8TH ADD. LOT -4 BLOCK— 74-,3 10 Y 30' GUI LPING- SETCiACK LINE 012A1 NAC E EASE M EN DE TA■l_ "A" 85" PROPE LI NE CuItI3 LINC 38 4 0 16 1 • A\ / EUUE r 4 r SE. i c oo O L .S RES 7 :!';. JUL ©7 1993 Troonsiormer etail "I iS" Constr Uc1 prweway Invert Elev. 2.016 91 °ET - AIL E* a.I .. S impson Engineers, Inc. CIYiL ENCINECRS k LAND SURVETORS N.909 ..RCOIUIC ROAD SPDAAnr, W 9920 Pn 92 -1317 ?TES _ SC- L,E_I_=201._ t lA 25, 1993 s w 10-* s S/ 4 RY VISION ::0' CSUILl71SIC `oETG'ACK LINT_ Construct Dr■e.wA' 'Invert 6lev. 2016 D ETA I L." 14 T F DRAINAGE _ . If Ela£EMENT DTAI1. "A`- 4 •Ade Swale Bottom" Sta.,4.+3o.to 5105 Grade' ?Follows top oFcv,rb 38 AVENUE I iIDLLDME -8TH - ADD. LOT =S BLOCK - I �lectrlc0.1 Feed Thru De �13 R T= 1$.l9 l = 30.1 18' RLZ; c,:1. JUL '0'' 1993 TYPv C DETAll DOUCI ' -WI REL_DR WELL Tips, 3. 5�..., +oS 25 LcC4 63 p of�.oie 4- cuRC1 5 +1S' 1v ■vc. wEF�ali'G 1600 tunas I \4 Ceunty Eng!nc rn2, cp 3, —i � G Vimpson Engineers, • Inc. CIVIL ENCIIIEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPDMANr. WA 99217 PH 976 -1377 0 0 C w — Bit PWPERTY LINE 80 13 DRAINAGE t<1 EASI°MEIh4Y 1 DEThIL "A_ Constr ■&ct —� C Driveway Srwert E \eV 2019'6 DETAIL_" E 4 F 30 13VILDINC GE=GACK 99. 41 9 _ SCALE 1 =20 MAY ?S, Iq9 3 1 .M I_Df.CO.C�IE TBTH .jADD. LOT LISLOC K— Z 38TH AVENUE Cu F LINE 4• -O, 4 f { 1 0 t 4 44 d ' 4 —1O- Z EXPIRES 7: 7 8 JUL 0 71993 Ceunty Eng neer fu-nyea 1)46 S impson Engineers, Inc. CINL ENGINEERS be LAND SuRVETORS. N.909 ARCc4NE ROAD srncu:r. •IA 99212 Po 926 -1327 i..r ....�. 38Tµ AVEh1 - _ - Vr0Lns - cor oY er Data\1" - L,3" _ Ii•P cuRC: t_II :F' • N P¢OPERTY LINE _ O .?. f N { 8- DRAI/gACE E - rt.t 1 LENT - ,l- 4- - IO' -4" G' • — — —_ — — 1 Cons'fruc • W c� . - N' 0 - �- il 3 RECE :1t JUL 9 71993 CQLtfiy :11 CJ- :; � �s E. sid _. c Drtvawa‘i Invert til ev. Zo I 8 .11 - DETAIL'I : F' v 3o bOIi_VINL 1 I BACK in 1. 2, pR t Ueje 35 , t r wAsi kt 9961 — REc,n :_ :MI D.Ih0ME.: ° O -c9 . S10NAL :::PIKES 117) SCALE I' _ ZO MAY 25,19 9 3 8.T_FL.ADD :6LOC. _ ,.w.a i,w Simpson Engineers, Inc. Ova. CNCINLOiS k LAND SURVEYORS Srr.�Ar wt 99212 JtJf. son "tr oonsi mer — Detarl'I "4 "3" MIDal =CO.M SCALE_I I I _= 20 I fA ( 25 1993 oRAI F1AGe EASE EDI • DE TAi L 6 Construct - -� c Dr rve.way b6 7-Y1V ert EIev. Z o 1 DETAIL " E # :q' l3uiLOl1 -IG S-CT HAC E :.8TH. AD.D. LOT— .3. - 2 A \ /EN U EL 4' 10 —. JUL 0 7 1993 C^linty 41 0 n u l rite V impson Engineers, Inc. CI IL CNCmEEHS k LAND SURVEYORS N. 909 /JtCONNC ROAD SPC.UNr, WA 99212 Pn 929 -1322 3 SCALE I = 20 1-1AY ? S, 199 3 PROPERTY LINE ::PRIES /:171 38 CtjIB u•1 . as' Drziat NAC. E . EASE r-451-11 De rA,L "A' Construct C� Driveway Znverk ELev. ZO(7 oETAI ✓E + F" 30 QUILPR -1C_ SETBACK- 5' EvrDILQ lE 8T_H. - ADD. ,LOT- 4 BLOC K - 2 AVENU c fr o.n5 "F ormer peia;l' S„ wood IGN 5 REZ.;E:dta. RY JUL. 0 71993 VISION (1� T IF:�1 {ill. ��.{'1:.'M V I.A 1� Vimpson Engineers, Inc. CINL ENGINCERS at LAND 5URVEYU45 N.905 ARGONNE ROAD SP(WMIU. WA 99712 PM 926 -1177 ® r K 10 -> n 38 A/ENUe TranS'forrner - to Detw11 "1 *3 / / _flI . _CO f _'LE__8_T.H cuRB LINE r PROPERTY L.31-4E } 91.29 f1 PRAINAGl= } j e» sEMENY 1 pETAI� " � _� Cohsiruct > „ Drw2wa Ivvvert Elev. / DETAI I_ "E 4 F 0 0 AoD. _LOT /S BLOCK- 2 . tit.t.t: •/ ta.. Cutts. Friceugj r,= 2o.cc T= 2T.57_. . L -21. Lo .. /.a ' JUL 199 SCALE I 20' _ . MAY zS N S impson Engineers, Inc. CIVIL ENGIJEL1f5 & LAND SURVCYDRS fJ.909 ARGONNE ROAD SPfKAII[. WA 99212 Pn 926 -1322 �Tr o.Y,sfor e mer Deto.\ \'X 3" 0 10' v 3 I \ U + 5 W, 3 " U 1 � \ N o "a 0 P\ \ -a 0 � ° 1 0 m0 3, A,„ P -AV mf a.` • \ f • p\ \ \ 3 m e s , \ m \ \ � \ i \\ \ \\ '1 s HIO'L.OME 8TH ADD. LOT -G BLOCK -2 13 JUL 0 71993 Carty Enginci r ;nj SCALE I = 20 MAY 25,1993 ,waded ,Gat CJimpson Engineers, Inc. CINL [NGIUCLI(S ac LAND SURVEYORS D.909 ARCOntIC ROAD SP(XAtIF. WA 99212 PH 9211 -1377 8 _SCALE -L = 201 . HAY 25, 191 "Co neT Dov.ble Barrel Drywelt Type B Metal F r own e r 6ro.k Type 3 S +qy + & ? -Co? of Grake) 20\\ - PETAIL_. ' N 1p. 4 -3.17 P ORP \ � �Ni Gp 0?e . v b r d .'( � . '1de {E , $ \ � \eE 6� / S 'ne SP' MIDILOME 8TH ADD. LOT -1 BLOCK - z st L° • L ie pP _ / G V,C oET 0 r �r 7L `r ` I _::PIKES lo7: RELt. JUL 0 71993 C°uGi \O �� o-k 2 t S �0 E � / r'. \ \ LD a� ' / NG � \2� 0 S impson Eilyineers, Inc. CR1L CNCIUE[RS & LAND SURV[TORS 14.909 ARCGIN[ ROAD 9'1)4 VIA 99:12 Pi' 9119 -1]2) __SCAL = Z _ . M 25 Construct C DrNeway Invert E\ev. 20\2 DETAIL - H T F � r Tro.vLs- ormer Detail "SAS S. c BATE S OS \uC LINE MIDI.LOME 8T- ADD._LOTL -- BLOCK - 2 r r 0- 'PIRES / 1 ( uiur i w 7 JUL 0 71993 Canty f S impson Engineers, Inc. CIw%L CNGU+ELKS & LAND SURvETORS N.909 IRCGwE ROAD SPl4nur. 0A 95212 Po 920 -I] ?? 0 O 25 °V w N �I N _ i- @ N >_1Y J a L �� LLI C)) J - o 5 I- Q 0 0 3 r s W cd 9 N H w Z J d v 25 —� W Y J } a 0 11 e R= 2.0, 1 �\ T =15,90 1_= 31.32 I . W 0 s 71 QI J• 5 L 94.13 30 6ulLpING Da rP.1t._ H tr. F Construct Q Drivewa Invert Elev. 12 13 DF=1\11 p,C . In p ETA1 L "q" 77 7 CURL' Li HE .. CO'n StrUCt Dr alna5e Swa■e wide 6x ' top oC etirb - co DETML "H' FATES DRIv- M I - 7 6 \ BLOC K 2 t. 10 0. r 9 zV ea E. s7:1 ‘ , a co y J v LTravi S*orrrer De.tal\ -1 .gib ,.w S impson Engineers, Inc. CI51L CNalUCERS & LAND SUHYEYOHS It 909 ARCCne+C ROAD SO.<Atlf. wA 95212 Pn 920 -1372 9967 C s a'R� \` - J SIONALit i Ci RL JUL 071993 Count 5, 111 r;j ' SCALE i" = 201 K=:1' 25 s- N CB 0 0 3 0 2D 2 01 L I- ; in £ x LI Z � N o to N d N + aV 5 0 J 3a)s'- 5 InI o 1- 1. 4- den 0 G - a - 0 . 4( o3.F ( V9 TYPE 13 DerA.1C ' MuLsLE D, I�4KC�EL DRrn/ p aF A- c_ 5} . 32a -. .33 C o∎A S't u Ct c. Curb opening .4' w■de , 8 deep s tq. 3t 89.94, 2s f---. Invert ev. 20 \2115 DETAI ° F " y "G" as' F =20.00 TP 20. 10 . L= 3 1,57- w 2 J Y F O O 0 J 4 11/49 1j) w 4 2 o' 2 J 4 4 b w O 2S DATES SCALE 1 = 20 MAY a-5 a _MIDWOIME STN ADD. LOT = I BLOCK PRGOPER - I - Y LINE 44 13 WIDE D[L;INAGE E.AE.EMENT DETAIL Covlstru c t Driveway '11.0vart atev. 2012 OETAI L •� 1{ : P „ o 8o LDI4IG SETBACK. e,_ v V WAS roe SUBJ 'i' tt= Df2 CUR[3 LI11E 5' 9 T-anskor De 1 i 10 — /L ION JUL 0 7 1993 0 0 tfi r1 S impson Engineers, Inc. CINL CNCINLLRS h LAND SuHVtTORS N.909 ARCONNE ROAD ¶PC *ANI, WA `]9[r Pn 974 -13n u - ,r DtiTPaL E 106.03 BATES PRIV Tray \sl or Mer RECE. it ;fi- JUL 0 71993 _MJ D I LO M E _.8 TH . AD.D..._L0T 2_..B LOE_I< �3,E�;,�, .. _ S impson Engineers, Inc. CINL ENCiriELRS k LAND SuivErOitS N.909 ARCOru+E ROAD SPOAAnr, *A 99212 Pn 926 -U2? oE `,GALE I F 2.0 r1AY t5, 199 lo Vs 30 6 01 \ -- ti E 3 A L! LEI•.) JUL 0 71993. Cenray Engine.enr37. NII_D.ILOME. 8TH ADD—LOT-7 3. BLOC -_3.__ 113.(c) .7IRE5 7:A impson Engineers, Inc. ova. ENGINEERS k LAND SuRVEIDH5 H.909 ARGGmC ROAD SPHAANI. IA 9921: Pn 9% -1327 ._Sc-A-1_ a 1 =20 h1AY'- 5,1993 50 RECFJ ED JUL 0 71993 emiti rf =I 1J D1LOM E_.3TN_.ADD.. LQT- 4- Q,_OC K -3 1 - , _..O., .p ti impson Engineers, Inc. CI NL ENGWEEHS k LAND SUN VE70i/S N.909 ACGuf ROAD sPOKANr, 'w; 95212 Pn 9 ?d -137? V Ty �t B 0/13 1 - yw =I I p o "Cr Z(110� i \S Q...1+3025_R oe TA 1 " pp r' rU c:k CoY` � �e J p \ 2 6y • CG p t E \ z�. d JUL © 71993 I I1.D.CLO_f 1E_ 8T1-1 ADD...LOT 5 BLOCK—._3 .__ SCALE 1 = 20 1 _ MAY zC Iq`I:5 PRELI SU BJECT R= 20. _ 1'a.1 1 L = 21.43 \`b .r0. o.:\ \G (43 o. r .7s A m !_ 0 - k ', v '1 'c t x 2 � .D (3 , 0,� Y O n e . a rcY c2- ti' impson 6nyineers, Inc. CIVIL Cr4WnECRS 4 LANG SURVEYORS n.909 ARCC4UIC ROAD SPC4AUf. WA 95112 Pn 9' -1377 sae y_e FRorarn BATES cou1;T a.ns 0 e I i3 ConskrUck Driveway Invert elev. 20027 DETAIL. E F` 3 :iet.t.4 _w JUL 0 71993 Getty Ea;:rarn7. MIDILOME 8TH ADD, LOT Co BLOCK 3._.__._...___._ - 7 _, SCALE I_F 30 S/as/93 EXPIRES 7(17 impsun Enyutecrs, inc. ChM CNQOCChS & LAND SUYVETOHS N.905 ARCliwC ROAD PReso.[. nA 552i7 Pn £I -137? — Croo45-€ormer, Details "t - 3" Construct Driveway Inve.rt laev. 2611 0 DETAIL- "E F" SCALE 1 30.__. - 5/2593 __ JUL 0 7 1993 Canty En,inssr i - I"IIDILOME 8TH ADD. LOT 7 CLOCK 3 - ra,.w• 1cw i 8 • " impson Engineers, Inc. CIVIL ENGINCCRS k LAND SURV[TORS N.909 ARGC ✓uJC ROAD 5PrK AIJr, wA 99212 PR 924 -1]22 construth pr;v ew • tnvert t DETAi L_ F - crons* . or mer 3 _SCALE _ C'rgt 30. 7 REU;shitici_ JUL 0 7 1993 emiy 7.._.M1.0..I.L0.1 ADD. LOT a BLOCK 3 r 14 05impson Engineers, Inc. CIVIL EtioNcuts k LAND SURVETORS N.909 ARGONNE ROAD SPDKANt. WA 99212 MI 926-13/7 10 9 : MIDILOME ADD. LOT 9 BLOCK 3 Construct Dr ■eway Invert Elev 2011 DELAIL_ S F JUL 0 7 1993 din my E'.L; F1'LEnn', 8 12 e • S 1 = ..... 5125/ u..ar ,v S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.009 ARGONNE ROAD SPrvuNI. WA 99717 PR 974 - 1377 0 ostia CO \ Types d_D /G.ovlwcI Tip= 3 G vi- c._._.. 1 -a1:. LrrS C.GOI0L— {a,1 +18.£_1+_43_.__ 2s LCF} __ 1 :. ". 7i17 . MAY 25- JUL 0 71993 d L' t"' ilig14iCC1:5 ; _MI Iti 1a9.M -,AD D:__LOT._ 10 _ G LOC KT Consk r u Ct Driveway Invert L-lev• 201-j)2- CCL- DETAIL j1C F /\ v 0 1Ofr tic' / l o t / / /� 3 / / \.,1/4// 2 K :Rt. o \ H C s� N T� �C O 4 0 � `'' F ry F tiX \ t t, s- - 9 \ n\ V4' ; . / \\ /...v 3\ \ � i 1'g\ N- DPAINAC..L 7ol-ID £ALE ME UT ASS /_POFID CbTTOM 2O102� C • et h. n 1�S T 4 \ S impson Engineers, Inc: Civil. CI1Cu1CLR5 & LAND SuR v11016 ❑.909 ARCG ROAD !TPA r, VIA 99211 Pn 926-1377 MCI • CanSt rr �'prly w ay ZrVerti E1ev, SEE PIrrAII E i:F; . ... • I . 1 1 1 1 I EI CilbE-BTH Afiric I pT- I PR SUBJE \35pO 10 SCALE 1=20 MAY 2671943 BLOCI< -3 rj : ‘ 'S i J ON JUL 0 5 impsan £ngiineers, Inc. LINT ChUIIECRS k w.0 SIIRYLlOnS h.909 ARCO HNC ROAD SPhIaY'. M4 S5212 Pn 926 -1777 Tro.r\5kormer 1 Detcl \5 " 1.Tn " - - -, ThL Construct pr'■vewQy S.nve.rt F.Izv SEE DETAIL EEF • N N 0.i C V IZ . .MIDLLO:N_1E:.... 8TH .P,OD, - LoT I2 LOCK� 0 AT - es 1> i1VB LINE Ip DIZAINACE EASFMENT ScE- oe D. 2 /C _ �DUIL DING SE'r[SA,�� EXPIRES nm 13 Litt,, JUL 0 71993 L ' =. 30_ _.. _.. . 5/7-5'/93. _..._ §impson d'nylileers, Inc. COAL ENCIIICERS & LAND SuIIK,aiS u.909 ,,RCG READ PenrlE, M 95:12 Pn 92i -1377 12 Construct Driveway LrNC -rt le-v. 2.w6 SEE ❑CTP4L E * F el • • 29,4 - J 1 =N C ,L 13 1 DlL01 STN ADD LOT 13 CLOCK 3 Puat,t0.ry L,„ r p RAINAc_ 13, � crA, . • 1EN. -r • aATEs DRIvc Cu Rh LINE 6 U4 y I. 14 JUL 0 71993 _SCALE 1" =20 5 /Z5 /'?3 • S impson Engineers, Inc. CIVR. Lt.CItiLLR5 k LAND SURvETOAS FI.909 ARCONIJE ROAD SPDAAIIr. AA 95217 P11 976 -1171 co BAT E S MIDILOME 8TH ADD. 1.OT 14 BLOCK 3 DRIVE _— SEE DETAIL E ., n 1 C%PIRES 7n71 RE. JUL 0 71993 ennacy Constr uc* PrwewQ Snve.rt Slev• zo18= rav\sformerl De T3" SCALE. I" = 20 5/ z5 /.93 14.,.1..4 114. i mpson t ' nyiiteers, Inc. COAL ENONEE16 k LAND SUUVE70i15 N.009 ARCONNE ROAD .PMenf, nA 9i ?12 Pn 92n-13:2 PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. REVIEW COMMENTS Rama SPOKANE COUNTY ENGINEER ENGINEERING SERVICES REVIEWER: Ed Parry DATE: 16 Jun 93 REVIEW #: 2 PAGE # 1 of PREVIOUS COMMENTS: PLANS: General zlt'Plans must be stamped, signed, and dated by a Washington State- licensed P.E. (future submittals without P.E. stamp, signature and date will not be accepted for review) C�fDeveloper's signature will be need for final approvals 3 Provide 2 copies of plans and calculations on next submittal Sheet 1: 157Indicate BCR, MCR, ECR elevations at Bates Court cul -de -sac on plan (indicate MCR elevations at Bates Court cul -de -sac curb returns on plan view) CALCULATIONS: General: 13Calcs must be stamped, signed, and dated by a Washington State- licensed P.E. 6 3 - Indicate Tc paths, slopes, lengths on Basin map (revised Basin Map was not received with this submittal - please include 2 copies with next submittal) Basin A j3!Provide calcs for required 208 swale area (existing Bowdish avement area,must be considered in 208 requirement calculations) I-len 6 De. "(Provide calcs for 208 swale area provided (existing Bowdish pavement area must be considered in 208 requirement calculations) Basin B� ` 2. Basin B1 doesn't count for swale volume - no flow gets there (if no street flows reach swale Bl, then swale BI does not contribute to available 208 swale volume or to storm volume) NEW COMMENTS: . heet 1: . Bates Court profile: Length of vertical curve should be • 65 ft based on road type & terrain; i ° i due to configuration on this project (short cul -de -sac), 50 -ft curve will be acceptable oil ndicate power poles to be relocated, & new location. W�IIea f ti�y easement be required? 63".`�Coordinate 5' curb opening (at 38th /Bowdish) with 3' dimension in calcs A 4 ,Provide an analysis of the horizontal clear sight distance at Bates Dr. and 38th intersections '\•-• With Bowdish. Sight distance s We lots bordering Bowdish Page 2 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 Basin C: 3. Provide calcs showing requi provided swale area (existing Bowdish pavement area must be considered in 208 requirement calculations) Indicate invert elevations at all curb openings 1 /Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans Sheet 2: Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans `2.Indicate invert elevations at all curb openings 3Coordinate 16' curb opening at Block 2 Lot 9 with Sheets 1 & 3, and with 208 Lot Plans G4 Indicate 4' wide swale at Block 1, Lot 5 Q5 oordinate 3' curb opening at Block 3 Lot 3 with 208 Lot Plan Page 3 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW f/: 2 DATE: 16 Jun 93 Sheet 3: 41iProvide dimensions to locate berm on Block 2 Lot 5; coordinate with plans 4 Indicate invert elevations at all curb openings Ci3oordinate 3' curb opening at Block 3 Lot 3 with 208 Lot Plan 44 Indicate 4' wide swale at Block 1, Lot 5 CALCULATIONS: Basin Map: 41' Coordinate curb opening location on Bates Drive with 208 lot plans. Indicate station /offset /invert elevation /°•:Indicate station /offset /invert elevation of 16' curb opening on Bowdish 3 /What purpose do the 16' curb cuts along Bowdish serve? These should only be wide enough for storm flow inlet requirements Basin A: 4 10.ttoordinate 3' curb opening calcs (at 38th /Bowdish) with 5' dimension on plans 208 LOT PLANS: Please refer to the attached guidelines General: a1 '(All lot plan /section pages must be stamped, signed, and dated by a Washington State- licensed P.E. Future submittals without P.E. stamp, signature, and date will not be accepted for review te A.2 copies of the plans must be included in each submittal C3�Indicate date drawn o4. Clarify section details. Dimension from top of curb to swale invert is hard to read (detail "A ") 45. Tie lot plans to section details with cut lines - indicate where details apply �6�ndicate inverts at driveways Page 4 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 s /7. Indicate drywells as "Type "A "" or "Type "B "" e 8 � Indicate drywell grate type 1. Block 1: a. Lot 1 �(sl Ind station, offset for drywell (2) ,Indicate length of property line along curb return l^' i rovide curb return curve data ' ..(jlndicate station /offset /invert for the 5' curb opening on 38th Ate .(5) Indicate stat'ion /9ffset /invert for the 16' curb opening on Bowdish (6 %What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements b. Lot 5: b (-1�Indicate station, offset for drywell .€)indicate length of property line along curb return •(3) Provide curb return curve data 4 Indicate station /offset/invert for the 4' curb opening on 38th /Alb P J5) Indicate swale floor elevation 2. Block 2: a. Lot 5: a I+ndicate length of property line along curb return, tangents (2)jProvide curb return curve data (3) Indicate station /offset /invert for the 16' curb opening on 38th 4) What purpose does the 16' curb cut along Bates serve? This should only be wide enough for storm flow inlet requirements e (5fProvide dimensions to locate berm; coordinate with plans b. Lot 6: Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper c. Lot 7: • [gIndicate station, offset for drywell 4 (25Indicate station /offset /invert for the 3' curb opening on Bates d. Lot 8: (Clarify 5' dimension at SW corner Page 5 of 6 REVIEW COMMENTS PROJECT #: P11681I REVIEW #: 2 DATE: 16 Jun 93 e. Lot 9: el' Indicate station /offset /invert for the 16' curb opening on Bowdish 8)6What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements b (3fIndicate length of property line along curb return 6 (.4 Provide curb return curve date 3. Block 3: a. Lot 1: G (d') Indicate station, offset for drywell �(22)Indicate length of property line along curb return A3)nprovide curb return curve data , 4) Indicate station/offset /invert for the 4' curb opening on Bowdish b. Lot 4: b (dfIndicate adjacent Lot #'s to the northeast and southwest c. Lot 5: i (1-) I dicate station, offset for drywell (Vindicate length of property line along curb return (3)-Provide curb return curve data ,(45 Indicate station /offset /invert 'for he 4' curb opening on Bates Court ((5)-.Tie easement to easterly property corner along the property line C(63Indicate adjacent Lot #'s to the west and south C(7)WProvide section cut at pond d. Lot 6: d (115 Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper e. Lot 7: m (cDraw to a scale which allows the entire lot to be shown on 81/2" x 11" paper 1VIndicate adjacent Lot #'s f. Lot 8: .(,?°Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper ( 9)= Clarify 55' dimension at driveway g. Lot 9: /Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper Zie Page 6 of 6 REVIEW COMMENTS PROJECT #: P116811 REVIEW #: 2 DATE: 16 Jun 93 h. Lot 10. £1) Coordinate curb opening location with plans ` (2c Clarify 25' dimension between drywells 4 ,(3)'Indicate station, offset for drywell ('4) Indicate length of property line along curb returns °(,5) Provide curb return curve data va' Indicate station /offset /invert for the 4' curb opening on Bates Court ' easement to southeasterly property corner along the property line ,(8) Provide section cut at pond i. Lot 11: c (d)•Indicate adjacent Lot #'s j. Lot 12: 6 (=1•)'Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper k. Lot 13: )vindicate adjacent Lot #'s 2)) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper 1. Lot 14: celTDraw to a scale which allows the entire lot to be shown on 8' /z" x 11" paper p1 G.of 3 : i/I' xert hu4 ove?'4 4 - e a204%t c �t Kevin McMulkin, P.E. Simpson Engineers, Inc. SUBJECT: P1168H - Midilome 8th Addition 2nd Review Gentlemen: OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. In addition, please provide an information copy of any utility plans for this project. If you have any questions about this review, please contact us at 456 -3600. Thank you. . Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer encls: Plans (1 set) Calculations (1 copy) 208 lot plans (1 set) Comments (6 pages) cc: project tile Jeviewer (comments only) W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director June 17, 1993 Edwar J.•Pafry, Jr., P.E. Plans Review Engineer Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 PROJECT #: P11681 -i PROJECT NAME: Midilome 8th Add. REVIEW #: 2 PAGE # 1 of PREVIOUS COMMENTS: PLANS: CALCULATIONS: to storm volume) NDT E REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES ?(( JUL 161993 County Engfgeerini %Wyl REVIEWER: Ed Parry DATE: 16 Jun 93 General: 1. Plans must be stamped, signed, and dated by a Washington State- licensed P.E. (future submittals without P.E. stamp, signature and date will not be accepted for review) 2. Developer's signature will be need for final approvals 3. Provide 2 copies of plans and calculations on next submittal Sheet 1: \, 15. Indicate BCR, MCR, ECR elevations at Bates Court cul -de -sac on plan (indicate MCR elevations at Bates Court cul -de -sac curb returns on plan view) General: 1. Calcs must be stamped, signed, and dated by a Washington State- licensed P.E. \/ 3. Indicate Tc paths, slopes, lengths on Basin map (revised'Basin Map was not received with this submittal - please include 2 copies with next submiftal)� z DRhiNA6Q MAP' stieET 3 o *3 FRoM 1 5T SUBMIT'!AL MAD THAT INFO ON tT• Basin A: WkterI R- 1;TURN.ED - tb COtaN.T'C • V 3. Provide calcs for required 208 swale area (existing Bowdish pavement area must be considered in 208 requirement calculations) V 4. Provide calcs for 208 swale area provided (existing Bowdish pavement area must be considered hi 208 requirement calculations) EXISTING ?port. %S No ALWAYS INCLUDED IN 2o$ CA - CULATtoni Basin B AND V EVious COMMENTS AND CoNDITIDNS DID NoT CLEARLY INDICATE WHAT PANT. WAS TO g£ INCLUDED 2. Basin B1 doesn't count for swale volume - no flow gets there (if no street flows reach swale Bl, then swale BI does not contribute to available 208 swale volume or WN619 $ASIN %1 SwAt.E.VOLUME is ELIMINATED, Tneize. is Su 570KAGE AVAtLABL.E IN SWM $2. 1 83,AN D BC 'fo ST - ogre THE TLEQUtRBD 20$ SWALS' VoLUrAS . Page 2 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 Basin C: 3. Provide calcs showing required, provided 208 swale area (existing Bowdish pavement area must be considered in 208 requirement calculations) s BASir4 P.: 4. COMMENT NEW COMMENTS: PLANS: Sheet 1: 1. Bates Court profile: Length of vertical curve should be = 65 ft based on road type & terrain; ✓ due to configuration on this project (short cul -de -sac), 50 -ft curve will be acceptable V 2. Indicate power poles to be relocated, & new location. Will a utility easement be required? t1,0 3. Coordinate 5' curb opening (at 38th /Bowdish) with 3' dimension in calcs N 4. Provide an analysis of the horizontal clear sight distance at Bates Dr. and 38th intersections with Bowdish. Sight distance easements may be needed on lots bordering Bowdish 5. Indicate invert elevations at all curb openings 6. Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans Sheet 2: 1. Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans 2. Indicate invert elevations at all curb openings \ 3. Coordinate 16' curb opening at Block 2 Lot 9 with Sheets 1 & 3, and with 208 Lot Plans 4. Indicate 4' wide swale at Block 1, Lot 5 V 5. Coordinate 3' curb opening at Block 3 Lot 3 with 208 Lot Plan Page 3 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 Sheet 3: \ 1. Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans 2. Indicate invert elevations at all curb openings V 3. Coordinate 3' curb opening at Block 3 Lot 3 with 208 Lot Plan \/ 4. Indicate 4' wide swale at Block 1, Lot 5 CALCULATIONS: Basin Map: \, 1. Coordinate curb opening location on Bates Drive with 208 lot plans. Indicate station /offset/invert elevation SBE VYPtcAL SECTioni N 2. Indicate station /offset /invert elevation of 16' curb opening on Bowdish ~ SEE TYPICAL 55cTioN 3. What purpose do the 16' curb cuts along Bowdish serve? These should only be wide enough for storm flow inlet requirements L SWAI,E INLET : CoNTiNUO‘ls GRADE Basin A: 1. Coordinate 3' curb opening calcs (at 38th /Bowdish) with 5' dimension on plans 208 LOT PLANS: Please refer to the attached guidelines General: I. All lot plan /section pages must be stamped, signed, and dated by a Washington State- licensed P.E. Future submittals without P.E. stamp, signature, and date will not be accepted for review 2. 2 copies of the plans must be included in each submittal 3. Indicate date drawn 4. Clarify section details. Dimension from top of curb to swale invert is hard to read (detail „ „ \ 5. Tie lot plans to section details with cut lines - indicate where details apply 6. Indicate inverts at driveways Page 4 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 7. Indicate drywells as "Type "A" or "Type "B " V 8. Indicate drywell grate type 1. Block 1: a. Lot 1 V (1) Indicate station, offset for drywell (2) Indicate length of property line along curb return (3) Provide curb return curve data N(4) Indicate station/cacti/invert for the 5' curb opening on 38th N(5) Indicate station /QJfset /invert for the 16' curb opening on Bowdish \i(6) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements SWAGE INLET b. Lot 5: N (1) Indicate station, offset for drywell N(2) Indicate length of property line along curb return \)(3) Provide curb return curve data V(4) Indicate station /offs Vinvert for the 4' curb opening on 38th N(5) Indicate swale floor elevation M'-ow CURB GRPDfi 2. Block 2: a. Lot 5: (1) Indicate length of property line along curb return, tangents (2) Provide curb return curve data z \(3) Indicate station /offset /invert for the 16' curb opening onc38th BPTES (4) What purpose does the 16' curb cut along Bates serve? This should only be wide enough for storm flow inlet requirements L. swALE INLET \,(5) Provide dimensions to locate berm; coordinate with plans b. Lot 6: Draw to a scale which allows the entire lot to be shown on 8' /z" x 11" paper c. Lot 7: \ (1) Indicate station, offset for drywell (2) Indicate station /offset /invert for the 3' curb opening on Bates d. Lot 8: V (1) Clarify 5' dimension at SW corner Page 5 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 e. Lot 9: V(1) Indicate station /o t /invert for the 16' curb opening on Bowdish "(2) What purpose oes the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements L $wntE (MLET V(3) Indicate length of property line along curb return \, (4) Provide curb return curve data 3. Block 3: a. Lot 1: \,(1) Indicate station, offset for drywell 1,(2) Indicate length of property line along curb return 'v(3) Provide curb return curve data \,(4) Indicate station /t /invert for the 4' curb opening on Bowdish b. Lot 4: \(1) Indicate adjacent Lot #'s to the northeast and southwest c. Lot 5: \(1) Indicate station, offset for drywell \(2) Indicate length of property line along curb return \'(3) Provide curb return curve data \(4) Indicate station /affsSt /invert for the 4' curb opening on Bates Court (5) Tie easement to easterly property corner along the property line 'v (6) Indicate adjacent Lot #'s to the west and south (7) Provide section cut at pond d. Lot 6: \,(1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper e. Lot 7: V (1) Draw to a scale which allows the entire lot to be shown on 8 x 11" paper \,(2) Indicate adjacent Lot #'s f. Lot 8: (1) Draw to a scale which allows the entire lot to be shown on 8 x 11" paper "(2) Clarify 55' dimension at driveway g. Lot 9: \, (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper Page 6 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 h. Lot 10: v(1) Coordinate curb opening location with plans \,(2) Clarify 25' dimension between drywells \,(3) Indicate station, offset for drywell \.(4) Indicate. length of property line along curb returns \ (5) Provide curb return curve data \, (6) Indicate station /offs'at /invert for the 4' curb opening on Bates Court (7) Tie easement to southeasterly property corner along the property line (8) Provide section cut at pond i. Lot 11: 'v (1) Indicate adjacent Lot #'s j. Lot 12: \, (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper k. Lot 13: V (1) Indicate adjacent Lot #'s (2) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper 1. Lot 14: L (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper . ta 3 : rMluedh t i6 elepitiu4 > ccv tusi% 6,5/-0.1,4 I. Summary STORMWATER DRAINAGE CALCULATIONS FOR MIDILOME 8TH ADDITION May 21, 1993 Prepared by By: Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washington 99212 TABLE OF CONTENTS RECE JUL 0 71993 C21:0 �.;,.:. f ft RECEIVED" MAY 2 6 1993 SPOKANE COUNiy ENGINEER at ZUW II, a. Stormwater Drainage Calculations for Midilome 8th Addition: Basins A,B,C,D,E,F, and G. b. Calculation of flow depths in swale, and over driveways in Basin D. Calculation of flow depth over berm in Basin C. III. a. Bowdish Road curb grade calculation sheet. b. Midilome Addition Typical Road Section: Basis for Bowdish Road surfacing depths. IV. Attachments: * Topographic Map * S.C.S. Soils Map * Previous street plans and profiles for Bowdish Road and 37th Avenue in Midilome Addition and Midilome 1st Addition * Previous drainage calculations for Basin A of Midilome 7th Addition and Drainage Map for Midilome 7th Addition. 72e/tOUS CoMAEWT5 (ter t2aa) L ei f 6) GA4641 r15 goot 4 4r EVE/ 1 1 1 1 1 1 1 1 1 SUMMARY: ?Ai A PA? 2 The development is divided into seven (7) basins; A,B,C,D,E,F and G. See Drainage Map for. Midilome 8th Addition. Each basin is composed of two subareas; 1) grass lawns and swales, and 2) impervious roofs, driveways, and asphalt paved streets. Stormwater flows overland across roofs, grass lawns, and driveways and into grass swales behind the street curbs. Stormwater from asphalt streets flows along the curb gutters and into the grass swales through driveway curb cuts and curb openings located at low points in the curb profile. As specified in the "Guidelines for Stormwater Management", page 5 -4; where a sloping swale is less than 100 feet long, and slopes 1% or less, the swale may be considered flat. Driveways along the road will obstruct the swales, creating a series of individual swales that are less than 100 feet long and less than 1.0 %, and 6.inches deep between the driveways. Therefore, each swale will be considered as flat. Stormwater will fill each swale to a 6 inch depth and then overflow across each driveway until the water reaches the final swale and drywell(s). _ The grass swales were calculated to hold the first 1/2" of rainfall runoff over the asphalt street areas. The Rational Method was used to calculate the type and number of drywalls needed to discharge the peak stormwater runoff for each basin. In some cases, the Bowstring Method was used to calculate the type and number of drywalls needed for each basin based on the storage capacity of the swale. Calculations were made for the depth of flow in the Basin D swale. The calculations indicate that the swale is of sufficient depth to carry the peak basin runoff for a 10 -year storm. Since, Basin D has the greatest peak runoff, the other swale depths should also be sufficient. Calculations also indicate that the driveways and berm have sufficient depth (freeboard) to carry the runoff. 1 1 1 Are-SP‘.. 23 ±.ADOXO_b+ *2.5 Ft. 0. i=scs- 1•6-ri."i:- ?Mt PANT_ — L°1- Z 5 (z z- '8125 „ _ _00- OB.) 14 “.. 6 _ 1z . f( D ri • 0 0 __.(20) c_ 'Tr (2.o) = . . 4 1 - _ INGL 5t> " 741-- • • • 10 GAO,. . -•. --,•- BASIN A _ _L * opo \ 1 P 'KW (-72.-000— DOD ill IT} i 32 t,c S V.F.17M.15 CAlIDIL0MS... 0 ADD11no PF.Ntrit.6e. GAL-tuLea .tst,\14-pisi,t gt?.. .38". 1886 FT: Fit.LETS 3000 T, .(3p„cko GOO Fil: . 0-45 Ac-FcS 65 e 0 r O ri° '50‘.10lSkt RD V2.2. Cc! Q,So Zoliq inS Ft Rp s I it 6 0.51' t &t gt.blus nuoNuAe,.■.... yz. tw C - 110 ) onf t z 1 12. . t 1. 1 • s:an .1...._ _n ,11c.HUY4 ..:..Au.e.,:. 41.:-.1:141.:11..:.:11 .... :.:...$_ to .1: 4,1.. t. l...,.:.': :„ 1 . v. 4 CJ.a.t t l '> :: st L. shpt a.v1.7.1( r01::.^ C f t.D wr ) SWAI.E@ Low P'( ( 1 .q, FT Z 3 1.9 (`t f1 . ,_.). z 7,`l 20 FT ... • 8:.0+++ WLE LP,N6. ,._.... BOW A g . (96 ( . a ).. 9+�G t, „ 2!0 3 7 - 6 `1 i T. 7 19 - t ..,. - P>; 8 . D EZYwEL 155 f 5 T oR AGE MIDILOME. B ADDITION DP AINAGE CALGULA - 1" oNS G(L'tSS -SC TIoNAI Ai?E$ OF SwALE (2D.(0:5)(4;7.9 >.:,+ (1)(045)(3.44+) 1•6i 0.91 1) "2-O$" 5'foRAGE (18 f-c,2\/ .4IS.. . 79 ft: 12 IN., ) \ .. . FI• S'foRAC.E,.:..AVAILAB L,E. NO . l2:15?. ' /t6 /93 (Kw.M) __. . / _ ...... . 1 1 1 1 1 1 . 1... 1 . i • ID E 10? OF 1 4M 4 00 0,0 t4 Ft. /f1 frif/{)llTil N0 116 fr aninP rri /l � ii Y E fdt-oPE 3 •-' A` ,., S wA4E � SLOPE F `�'e� r10R MF F� • \o 1p% 1 �� C o55- S<; C11QNFL AF=EA OF as 429 m 344 rw fir ‘0°- = T op OF 9R%v! t4 o \LOME. v"4 tyv.s.toA.Ge CALCULA"1ItNis EPS Et�tiN? PDD lT1vN 4 ° — F--/w (4. (= 1)(05 64 )(5) ¥ I,q$ 1.0 . . 0.11 0.01 f't•/ 8- 4 No 0. FT, ..tRYF �`l�iyll.`7TfiY1T . itr AL si_ctE f1 5wr.LE BOTTOM S WALE. 5 NO 121183 l /1G/93 (Kw r-) 7Ti : i4 Go NC. 6u K6 CROSS SEC"t1ONAL f.?-‘ f+ of SwALE t93 C o . )( . 4 _ ) * (z)(QE)( )•r w-)(4 ) z. 3,55 II DATE = 5/18/93 1 FROJECT NAME = NIDILOME 8TH ADDITION DESCRIPTION = STORUWATER DRAINAGE I SURAREA 1 = .32 ACRES SUBAREA 2 = .45 ACRES II TOTAL AREA = .77 ACRES OVERLAND FLOW VALUES 1 1 1 1 1 1 1 1 Ct = "15 L = 0 N = `9l6 S = .01 CHANNEL FLOW VALUES L = 318 Z1 = .172 Z2 = 27.8 N = .016 8 • = 0 S = .005 TD = .2304 COMPUTED VALUES DUR = 5"00 �� ' I10 = 3 18 �� °� 010 = /1.l . 8A = , 1.13 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKlN BASIN A SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .461688311688 TEN YEAK CALL- .11 BOWSTRING CALCULATIONS I AATE = 5/10/93 DESIGNER = K W M[MULKIN BASIN A • PROJECT NAME = MIDILOME RTH ADDITION DESCRIPTION = STORMWAT[R DRAINAGE �� t Ihtensity Qdev. • ;in 'Vout Storage • -- (min.)• (sec.) (in./hr.) (c.[^s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 300 3^18 1.13 • 454 300 154 10.0 600 2.24 . .00 600 � 15.0 700 1.77 "63 610 900 -270 I 20.0 1200 1.45 .52 671 1200 , -529 25.0 1500 1.21 .43 689 1500 -211 30,0 1800 1.04 . 703 1800 -1097 �� N� 15.0 2100 .91 . 32 712 2100 -1383 40.0 2400 .82 .29 729 2400 -1671 �� n� 45"0 2700 .74 .26 737 2700 -1963 50.0 • 1000 .68 ^24 750 3000 -2250 "~ 55.0 3300 .64 .23 774 3300 -2526 �� 60.0 3600 "61 . 22 803 3600 -2777 � 65.0 3900 .60 ^21 847 3900 -1053 �� 70.0 4200 "58 .21 837 4200 -3313 75.0 4500 .56 ,20 908 4500 � -1592 80.0 4800 .53 .19 924 4800 -1876 �� 95.0 5100 ..52 .18 952 5100' -41411 � � 90.0 5400 .50 .18 978 5400 -4422 .II 5700 ,49 "17 1011 5700' -4689 = 100.0 6000 .48 "17 l041 6000 -1959 II THE THE MAXIMUM STORAGE IS 154.45672 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c.[.s. TEN YEAR STORM CALC � 1 1 1 1 1 1 1 1 RATIONAL FORMGLA HYDROLOGY DATE = 5/18/93 DESIGNER = v W MCMOL[aN BASIN A (PAVT.) PROJECT NAME = MIDILOME,OTH ADDITION CP-0..CuLKT(oN Fog CURB opeNtrIG Kt L-0 ?0 DESCRIPTION,= STORNWATER DRAINAGE SUBAREA 1 .12 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA . 12 • ACRES OVERLAND FLOW VALUES 1 111 CHANNEL Ct .15 L = 0 N = .016 FLOW VALUES 12'7 Z1 = .172 Z2 = 27. 8 .016 9 = .006 TD = .1424 COMPUTED VALUES DUR = 5.00 110 = 3.18 U10 = .34 QA = .34 COMPOSITE RUNOFF COEFFICIENT = .9 tNCA-1;1>S5 ?M/1 OtA SD\PID t:St( f"", ?*52.16 ° I;r6 ) ; F\NV 38TFvL sTk. otZS to +IS 0? cow lot a E-g• DA 38 Nye. \A= G' o.s 0. IA Qz 0.34 cFs 0.14-24 kr■ 0.c z L. z Q 3.0S (134)(7-5)::. 335o ( (B) L Igo° 9C. 0.34 (044-2.2t) Sik‘f 3 F \14 ; G IN 5z36F-c7 Aietzwr of cue 1).F gPCIS 0.2.9 4_ 1 0.5 ft 1 1 MIDU...olAS S i" Po>1)11 1)gAiNA6e. ISF z t 2 12 -__f7t. \ No. 12'1 9 t/IS icr3 CK-W M) 5/18793 3 c.F2- I sk31.-Is 5.o S 6TH AYE ts 15 t$3,93) (is) 2 : 33 ‘o14- . Y5s,TE.S. p yvE I-Vz5 _ ... .1 2 . -kp_tuL: FILLET 0 f1. • (top° -t- to-00) ft Dy....“/ LoT t cyo 0 Fi 7:- 0 0 t I1111111111 IIiIIiIIIIIIlIll.IIIlIIIIIIiiIIITIIIII 12 ooD F -4 10 l7--,0(20 4 •2 F - 1 - . 7 " 0 6 - tvwesz.v 1 O‘A S QZ:12-3 t t - 16 1 2-93 ft 1,75 6cv-e. it\v - ID le ow ?atm to c_vcici 1 ID 43o F-rt si-57.42_ - - - . ( -----.. 540 Ft (—) 1 -1-03.49. 3 z • 5030 ?ti:L - ?.??...t0.1 i 7k_.. BG .______50 ri ft-t. I - .., 1 1 1 Loi'S 243 st I LO" S 3 4+ 1 1 _33, 2.c-2E_ i_____•_________. _ ...._. 91H Appl-rtoN PF-AIN&Ge cAL-cuLA svm. 13 A S_LN 50 \z ?t "it 4 1.0_ gl 7 . RAG - ?_ a p. I L 01S I it '2. 13 ° 1110 f7: 1 fl:! 6_t Z 09. f • 3 " N0_12 V14 MB' — WALE STOCPst 3f:5 &YE. 0.9 E5 _ - ..._...- 366 . f F-eqt.11\z-I> 3 V1. servFxse 6 00.30 435 f 2- ) _V ,t__ D 3 3 -1 1 1.:. 1 1 1._.. 1 . 1 . Mlo■LomE. S \ s tt4 kGE CALCU L-t-.1 MS PDD l"floN No . 127 83 VIG /9. C w r-) rnn'V! rifi S L.oPE CoNff• t i n te $� CRoSS ARE• OF SWAL• ( . 4 - - ) ( 9 ) ( 4 2 i k..O(¢5)(34251 .... Iin Eiz s..o1 ...... o.tl C - SEC"t toNPL P of SwbLE (. )- (i)(9 ) *( 3.55 I DATE = 5/18/93 • PROJECT NAME = MIDILOME STH ADDITION DESCRIPTION = STORMWATER DRAINAGE I SUBAREA 1 = .61 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1.75 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15- • I TOTAL AREA = 2.36, ACRES COMPOSITE RUNOFF COEFFICIENT = .343055932203 OVERLAND FLOW VALUES 1 CHANNEL FLOW VALUES • L = 375 Z1 = 8.6 Z2= 7.3 N = . D = 0 . S = .01 TD = .613 COMPUTED VALUES DUR = 39.67 Q10 . 67 I10 = .83 QA = 1 • 1 1 1 .15 LOT 2 1. 3 N = .4 1.01 Z 5 = .004 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN SV4M_S 213,1-, 5 ■C) I LOMS AGI). VI\11.)11...00AS 8tH kw), E.F. 5 to o.19 ( K.. Ik2.5 - 315' 1 ' DATE = .1/16•/9 ' PROJECT NAME. = 1"111)ILDMIE STH ADDITION DESCRIPTION = STORMWATER DRAINAGE ' SUBAREA 1 = .12 ACRES TOTAL AREA .12 ACRES '1 OVERLAID FLOW VALUES 1 Ct. _ .15 L N = .016 S = .01 ' CHANNEL FLOW VALUES L = 165 - L1 = .172 Z2 = 6, ' N - ,016 B 0 = .029 TD = .096 1 COMPUTED VALUES DUR = 5.00 I10 = 3.19 010 = (C1 OA = ' .: J 1 1 1 1 1 1 1 1 RATIONAL FORMULA HYDROLOGY .DESIGNER = 1< W MCMULK1N BASIN B PiA'VT_ SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 1NCLUpE PAST• oN Er,T DK1vE AND 3BTh AVE. (lo Dg\vE tO of LoT 5.) 5012 Ft. 0,12 ACRE St-91.4z_ - 1t3$. -13 E.F - 3 SATES DRIVE 148 , 9 ` t. 48 °io 4.40 a z. GuTTE =7° 16 C 8� K G�k$ OYS.NtRG AT LOW ?oVNT MIDPOINT OF cui KADIus 0.0910' p. 34 c,F 1 � 1 L 3,081 (R) L Z 0.34 3.081 (o.o9a) GA�C LhTIDrJ� F c(- Cu RB OPE NING AT LOW POINT H61GHT Of CUg6 LEY C H of `ti “C. FL 0.1t1z_ < Fog N 4 z 3.10 F t. SAY : 4 FT• W1DE 6 IN. DEEP 1 1 1 ito3.421 .. 418.4 • BASIN C. AgEA vc•Aves t ia P■DI)CtioN DRAINAGE c_ul-falloNS 14S 1413 . TOTAL A ( — = \bop • __38 me • ( 347. •9 z- 8560 _C 3‘oo _ ze 8 4 C-"t ks •11-LE.T _ 14 Ft Lei -;— (110. z -10 31" 38" Me 1 94 13 BATES F f 06 1 ftLLET 13 Fo5 •L" ' C.X1 AND NOT tticLuDV,D 114 "toe • 29 Ftt — 8560 .= . z L (2-°°°*100-0)f-C- ••••• • . .• o is 0.00 . , 93 t KW INA) _Inetpt...v‘e•■•ts_= ,_8_6 4 i p CFO r- _5_6 _F 1, 3, t 6S$ 1 — 565 91 51 FT. _ z•lo Ac-fzE o A. i 98'n 3s ve HA?. ins -ro E.F. 4--tSG.05 Swm_C 36_1..05 SW M4 L 1E3.59 e 5 .11 Di °, 13AT65 'L.? z • S \NALt L c - 399.3 o•Sogi • 1181112 0-99 7 o e 1.09. i , . E, As 11•I ?INV EmeNKT ,,..., '3/4 2. os . si- %eau% ge t) swpo...e s-c . f...\//...(L ha I.-S , a 7 C) 0 (64)0. r- • @ o cleN i 2 • +-'' C 2. ( C3 L . 144?.. fl, -:-2.4 = 60 ,I:i. (69)(.t.98) zl- ■1 ft ; • “.„..1„,1c1 ,..(85.)6ts)..;, .,...t.s..c..,f.J.: _ ,. 4 4..r.T1. /61).0..9.8) F.. i , i c (g )(■€:),.= .3,53 0 f-'1,L 3 6+ Ft , „ .0- ,... . J.— ...a. 5.. .,...s. t . (7P (le) : 4,1 8....fs: .. s _ „..... .21 .,f,, „. 3 „((0..e...)..=.... fir.,.... I- 05 0)(1.9 21_,.f 1, 7. CC 0 9 0 V° ' t ! C fi • \ 33 ft ( )(1.9 .• 6q FT. i .02 .3124: . z -21 3 3 .(2* ".7. O. I 0 Nc. Fe 3° ft (?..°)(1,9S) etc) fl 3 . 1 . , .79„ FT.". () (1.9s) t.. , \p3 „,..... • , 4 86 rr. 1 in Swra.■.4 LOT 1...oT5, 2 4: 3 L.o"f5 4: et 1 s 4 J. 5 7 M t S "ODD Ti °NI ti CAL-C.ULKTIoNIS 3 j,..5Ltcr f : , 1 33 c3 fi. B90 f'c. 1417— SIDF-AG E. tz-W- Rt.\ \v-F_P 3 . otzi\ „ 1- 5 P1-'1 wet..u. 4- Fi. ( L.0 GN srog,sc E 0 No_ L2 VIsi c/3 (K\t of of Df--‘v ar.O. 1 1 1 1 1 1 1 1 '.0 9 7;1= "L", 13 ei.servv5.14T f--AS E.t.e\t:RT a :T )1 •-• 1 taw 0.0141 Ft./ft rrs7rt imariTi 4 *lien UMW i TITI/ et if L0? c ie. ■ itio e C'goS5 SC1ON m... k of SWfr.L..E. 4 (4_)(Qt)()= l.`1$ f1 0.c“ 1 w Vr- 00 o.ok6 iktn IeurrktrAsy i , •9 Nog 0.1141 F Tv • - • • A twl L Fr. 0: SWkL. 50110 ti 12.1, F / t-1) CO NC. ta-6 claps= - sect I ONIM.. Mgt o1 S riA Le Co t4c. • cur43 * (2)(9-5-)(1411) t ( 3.55 I.°1 2.,00 1 1 1 1 1 ' 1 1 1 DATE = 1/18/93 Ct = ,15 L = 0 N = .4 S = .01 CHANNEL FLOW VALUES L = 775 Zl - 0.6 / Z2 = 7^3 N = .3 = 0 � S = .01 TD = ,7992 �� m� COMPUTED VALUES DUR = 52"34 I10 = .66 010 = .99 w� OA = .99 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMUiKIM BASIN C PROJECT NAME = MIDTLOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.31 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 2.1 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 3-41 ACRES COMPOSITE RUNOFF COEFFICIENT = .433123167155 OVERLAND FLOW VALUES SWkLe \~» Is 1 DATE = 1/18/93 PROJECT NAME = MIDILOME 8TH ADDITION C.W.--C\ALP. C‘AFE‘ o?erikk.le AT Low FONT DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .1 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .1 ACRES- COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 .016 :01 CHANNEL FLOW VALUES L = 21. = .172 22 = 36 N = .016 B = 0 • S = .008 TD = .1144 COMPUTED VALUES DUR 5.00 110 3.18 010 = ( t-• D? t KT cow polo - c 1" 21 o.S B 7 0J14-4 Q = 0.7A cf5 34 Qt 3.051 (L)(B) Q 3.0$ 1 7 FORMULA HYDROLOGY DESIGNER= K W MCMULKIN BASIN C (EAVT. LNC1-112e5; ?mil ON 'Bit.T‘S . ft-OM DgIVE.Wt./ To pc\VEVIF.? LOT 7 et 0.06 SATEls DIztvE. VSIGi-vi o f c&.3 ii:. E 1 1 R of Nah-reg. ii 0.1144 - - 0.2.3 f Lowicate. )n o.5 f 4 I Wag Z.43 f't. 3 (0 Ft. WIDE (o 1 bEer 1 "fP,'S.; N JI ‘30 00&_11, 2 _ -19 AC gc 01 AL _I\ CAU1711.-ote S IB Kin? rutor4 "?\p a6 c_Lt NT t oNIS - FLIND■\k: FILLET 4 1) g.11 ES t..oT 1 -k:3 k39 ?. " DB 0 ACV- Sai.00 e SI> ^s.:5± q.j s wA •••• I Bk7 Es DR. e..F. skot•82. swto_c.. L.- 7. ?_39.+2 a o.c)'' L_=_`18_2:3 - •?-.7_67° o o t 1021°) F tt 1A0, 12133 1/t5/clie, (cwv) 0 0 z- 4- 139_ F1. -6 \ l a ss t• 0 1 .9 06 — 34.. z 9 6 Si ft os STQgAGE _1 * 1 / 2 - " r- 5.4 B_Ft 12. t.yrc. 532 SI @ 2. MrDtLiovie.. 5 1.14 pky WO. kti 63 . t:>?../■11 , 1e C.F.Lcut_ictioi4s k/i5/93 tittj 1 - 1 IZEQWF.at> -- " - to5" -- sloizA6E z \ 3 ,t39 f Ot: 54(8 Ft' vz. ty -1-c1' s -54 oczYwext.. 4. 0 . v 2043" cwpwe si ( 11170 ; . ■35 f T. a ..5__..r ” s 6.20.ao° .(2.q) ( I.tai) n 1 - 0 fT. 3 Et' a- Sono ...(.5).).(t:.9..).X.....1-9...C.t. €: 1.120 .(*.Z)(1,9i3)...! .. rt... , C z -2 -4 2 - f ?on() i lois tt 4%O ____ 1 II Ft 1 0 15 10 • GIS 15 -r 1 __I 9 ____ —___25.. ______ •121 f 1 _ . _ 3 ° f • (k) \ t39 (+) 51-S .11F.Q.c.14_3.__________Z •SA6_9 __fi 0.\ F.CV-t- 22- 9 t MrDtLiovie.. 5 1.14 pky WO. kti 63 . t:>?../■11 , 1e C.F.Lcut_ictioi4s k/i5/93 tittj 1 - 1 IZEQWF.at> -- " - to5" -- sloizA6E z \ 3 ,t39 f Ot: 54(8 Ft' vz. ty -1-c1' s -54 oczYwext.. 4. 0 lot of ?-'V4& 11°K6l 167 FT. /f T, A t_ SWA LF .. lo° o - i M\Dki —OME � j.DD VT1oN bS f tt'J A6E CP. LCV LP.1 NS EASEMENT 5 Lope NoRb ^1L67..FT TITS�.t Y� FIWIYrrt(M 6 WA (_E..SL ... rrrrinf u f c. IF� 1. 0 313 R�" S�F E 5 h L Q� 0 � 0 CRo5:- 5$C'it0NAL AREA Of CZ\ /xO (429) t C!\ / z t. o. l 4 vt 1.01 .... l . R lw 5w0.1.4 Bo S WALE NO. 121 63 1/tG /q3 (K.W 1) CRo5s SECZtoriM- Atz6A of SWALE Co NC. Cur..B 2)( °.)(4r * (711)(9.. ( (4 Z. 3.55 ..x.01. . . o.4a ... 2.00 1 DATE = 5/19/93 PROJECT NAME = MIDILOME 8TH ADDITION 'mm DESCRIPTION = GTORMWATER DRAINAGE I w� SUBAREA 1 = .79 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 ' SUBAREA. 2 =' 2.2 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 1 � D� TOTAL AREA = 2.99 ACRES COMPOSITE RUNOFF COEFFICIENT = .348160535117 OVERLAND FLOW ;ALUES � Ct = .15 L = 0 N = .4 .Ol �� CHANNEL FLOW VALUES N� � = __. � o�� Z1 = 2.6 N� Z2 = 7.3 � mm N = .3 • B = o it = .02 TD = .67l COMPUTED VALUES 1 1 DUR = 26"28 I1() = 1 Alo = "217 8A =( 1.22 / / RATIONAL FORMULA HYDROLOGY DESIGNER = |( H MCM;LKIH BASIN D V«ALS �.o�� \4'|\S/\t|\\)\D 1 1 RATIONAL FORMULA HYDROLOGY DATE = 1/19/93 DESIGNER = K W MCMULKIN BASINTDKPAVT.) 1 PROJECT NAME = NIDILOME 8tH ADDITION CALcvt..RT(cWS 'FtW, OPENING ENT Low FoiNT DESCRIRTION = STORMWATER DRAINAGE SUBAREA 1 = .13 ACRES SUBAREA 1 RUNOFF COEFFICIENTh= .9 TOTAL AREA = .13 ACRES COMPOSITE .RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES 1 1 1 1 1 1 Ct = .15. L = 0 N= .4 = .01 CHANNEL FLOW VALUES' L = 177 Z1 = .172 • Z2 = 36 N = .016 B = 0 = .022 TD = .1044 IHCLuDes: ?AmT. ON ?Mss c...DugT AHD BATES p Lo 9 - CO pw..1/4 I- ID 5AlesDv... (ss)(1€5) 1584 vaums 86 BATES cT. (k73)(l(6) 0.1L-uS L ‘510 5.56+ hcre-s COMPUTED VALUES aus<s3 OPENING AT Low ? ; I DUR = ff;. 00 I10 = 3.18 STA. 1..t34,66 ) BATES coug 010 = /7:37_:) h t 6 " = o.s HelGHT of ciage = 1 37 I OA z 0.to1-1- Q.: 0.3i cf5 DSFIEi oF LAWYER fLovvgAla 1 14 x o-l o.f3f4r VI 0.5. 4 0.24 3 / I C. z 3.081 (L.)( Hi h Q 0.31 I 3.55 ft 1.- x 3. ( 1/4-03/4 t /2.. 3.051 • (0.tofrq z S : 4 ft. Vin)C 6 IN. tee.? 5AS I N I .. :•• _ •• . - - - 50 f vim... 03t) (lb) c z4 ri1/4‘cr. 1 . —. • i f _ . 14 5-1 5 1 - rt ..."2 51oF.AG F.Do Fs A _3Ls.tt (2ont) ■opp) fi ci DOD Vgv\t‘S twtrEgviokks SlsL fl OD 0 7:4t 1.+1251 Ac.ge z 50,10+ — 151 t. 33,353 ..5 IT• Gns5.. .1 . . MUDIL-01• ST PDPITIoN PF.E.tnitag. CALcuLecnows 2.28 SToRACIS TZCQUiizD ' S Ft7 >2 - ' _2-40 Ft l2. Jo/ F NO, 1218 ,t/t6/93 (K.wM) • IN Sw.M.S i BPs511• PAVS \v‘ E. N it -6ZI.ttfts.D 5WAL6- s SATES CoLtp_i f .._ Lo u..c.c.w._3_ . ____g_. , . . ... 9 El fl i 22.1...tt.: St . 3 ei t.00q- ..(4-1-)(.03) = Si @ too. Ft: (-) 16 49 fr) 6s I , • 51..c/C1c 3 1 . Cir) 51 votio 0. 0 cl PC-?4 1 5 012-144 ?-sounz at) : e 3 - 5751 - ft z- • *t` •=•—• 2 - 4 r 0 - 3— ir tF I S -‘" E 'l -+ F S V ■, 1 0 - .) tile..€1.- i-cc. ; 1,1 c: - 2_ ci.Lcut_h 10145 \Mfg-3 (icv4 v1/4) 1 1 1 1 ..._ 1 1 1.. 1 Nog ■0 °- MkV -OME S (.pp lTtoN tyV AttJ CPLCULPk1 t'ONS E.ASENENT 1.01. R/w o•q FTC +1jP7 r tpacQIR(.il.F/7wr.� � -' ‘-g - s LpPE._ . ........ .. .. ..... ..... .� .. 5 go f NO 12 Vt6/93 (Kw r%) tozu rrrrar in r i l inw 0. \3 P� SVip ti L.E oPE Co NC. C). "61 Ft /1=T, 4E PF P� 10 ‘ TfCC LZ.o :S- S? TtONhL MC6t o S WALE 34 + ..(2R °5)6429\ j- 1-1/(dn(364) z `.q$ f1 Co NC. • G■FB 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 1/19/93 PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE I SUDAREA 1 = .34. ACRES SUBAREA 2 = .81 ACRES II TOTAL AREA �` 1 l5 ACRES �� .. ^ � OVERLAND FLOW VALUES Ct = .15 L 203 N = .4 S = .005 CHANNEL FLOW VALUES L = 130. Zl = 8.6 Z2 = 7,3 N = .3. B = 0 S = .01 TD = .5946 COMPUTED VALUES DUR = 20.16 I14 = 1.44 010 QA t � RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMOLKIH BASIN E Lm1 7 S`wM-S- �01"S 7/6 SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = . � . 15 COMPOSITE RUNOFF COEFFICIENT = .371739110435 I DATE = 1/19/93 DESIGNER = K W MCMULKIN PROJECT NAME = MIDILONE STH ADDITION I DESCRIPTION = STORMWATER DRAINAGE • SUBAREA 1 =..09 , ACRES 111 TOTAL AREA = 1 1 1 1 1 1 • 1 1 1 1 1 L . 09 I OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 8 = .01 I CHANNEL FLOW VALUES L = 128 Z1 = .172 Z2 = 36 N = .016 B = 0 9 = .023 TD = .0901 COMPUTED VALUES DUR = 5.00 I10 = 3.18 O10 = OA = ) CAR-5 OPENING Kt L.0W ?DINT STA. h 6" = o. 5' 0.0901 a 4 0.26 cfs 3. os1 ACRES ) • kNGLAoeS • 3•081 Cc'AT I ONAL FORMULA HYDROLOGY ticEs F-A.canks CUL kiF HT OF C■ARB DEFIK of FLOW fLow icavre Z. SUBAREA 1 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = B foe. ■fl 3091 (o.o go ■) SA'( f WIPE .) 6 IN, be$p BASIN E (PVT. ( = 15 ct o Cp.L c..uL.pcI0; eoft ev,?..e..0?E f ,.T LoW PT. ?fort. 0 n 1vnz Co4.(cr F Dg■vE - Co pgtv ewhY L.OT 6 3980 FT?' 0.0 f.cfzE 13/.1E CouR.T o.o9oI o, let o.5 3.11 FT. 1 iiuIiiiiIiiiiiI 44 13 As I t4 F P4VtLot S .Ck pcc)c)k PlizMNAG. '2. "TOTAL . z 4_ L e. (-z.00c, -k- moo) ft. _ 1 LOT 1)1zINS 1 1 tyinFev.\0) z _3 9 56_ t iaDt3J.9,35 • A - Cicks s "z-D8 I. 7 6 1.5. , .6_ze.s.: A: 33Z \2 tlY.fl No. t2 t/16/93 (Kwm) Lot _13.1.S... ILoT L..015 4-4 5 5 151-ocK 3 1 1 1 1 P S LN L-oT t` 3 f, MkP■LomE. 6 111 pco DRAINAGE cALc.uLivrioNs. ? 1 3 _56 f ■it _ 2 SV-IALC STOP-S-Ge / - WeG2‘-i\g-e-D SECTS .P4 \\I (5 z ) ( .9 5) ‘ 03 o.5002., e o..60%) cE 0.6o e 0. t 90 0.80 u..aorio 195(9 eT 332. El? C C 25 rf. ( ‘2...it.y *2-) l - tire 1§ - 4 - 0 ¶1. Si 0.0 6€5 oii NV. 12.18. /t6/9.!. 1 1 1 1 1 . 1 .. 1 ./ 4/, 1D ' f • f r 0• t4 ■o u L. o lM E. b.Plr1 CASEMENT '1o? of pf-tvEwAY o.o 141 Ft. /Ft. NOR�,; 6 7 FT. / p � z7.. yyv'� p.t3 ::Ltec 5 ei • .. _..s�'A S LOPE .. f-\ h� ot to °- 10°- �04 `(..V0`.:- $ AF�Eh OF 3 � + = I . ^.. ...... .(zXOS / l�}29 )�(=c J��5\ /.264 t.0-1 )Z lcl'9$ flt 10°- TO? 0f pg"vE co 0 014. F *s • r k`cri�Tl7r 6. 11 " o N0Rf�1 � T � FT ..,........ ��f].Tj/aYlT, 1. Swn4Es LOPE :.............,. 5 wp.i- EPS EMt. X93 SFr. ti ono- SKr F.DD l ft C .LCULA'tIvNS 4 1.01 .. o SWALE o_fl 2 .0 0 N0, tz7 Ga VIG /q. (Kw r■) i, CV-05S SECTIONAL AKEla of SWALt. c c LL 3 c_o NC. GN .{») t '.t( ') .3 . 55 1 1 1 1 II DATE = 1/18/93 DESIGNER = K W RCMULKIM BASIN F PROJECT NAME = MIDILOME 8TH ADDITION "'DES � CRIPTION = TORMWATER DRAINAGE � SUBAREA 1 = .46 ACRES SUBAREA 2 = ^98 ACRES TOTAL AREA = 1.44 ACREG I O;ERLAND FLOW VALUES Ct = .l5 L = 225 N = .4 S = .007 1 CHANNEL FLOW VALUES 1 1 1 1 L Z1 Z2 R G TD 1 8.6 7.3 . 3 0 . 00o .6835 COUP UTED VALUES OUR = 20.49 I10 � 1.43 1 010 = N� "^ = _ "^ u* • � RATIONAL FORMULA HYDROLOGY l.oT6 NAD S 1,~«S5 3 N4o I- 3UBAREA 1 RUNOFF COEFFICIENT = .� SUBAREA 2 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = .�89583�3��33 RATIONAL FORMULA HYDROLOGY DATE = 1/18/93 DESIGNER = K W NCNULKIN BASIN F (PAVT.) PROjECT WANE = MIDILONE 8TH ADDITION CALCuLATtON FOR C.-c4F-41 I DESCRIPTION = STORMWATER DRAINAGE 1 1 1 1 1 1 1 1 1 1 1 1 SUBAREA 1 = .)7 ACRES TOTAL AREA = .07 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 = .01 CHANNEL FLOW VALUES L H= 107 Z1 = .172 Z2 = 36 N = .016 B = 0 5 =. .008 TD = COMPUTED VALUES DUR = 5.00 . 110 = 3.18 010 = (5 OA = .= SAY L SUBAREA 1 RUNOFF COEFFICIENT = .9 iNict.-Asvf.-51 ifOrr. ou Ehte5 pStvE. lgofl 1,)k \ 'e-4,1 AV LOT 2. To 1::>?‘Vt NM A‘i OT 3. (1o5)(1.8)=" \\O 0.95 ACV- es” OfEtA■NG /C1 LO' FoINT Stk.. 2.-1 EKTE`Z. DRIVE 1 n - c- C=0.s l-kt.tGai of CUSS - ;• 0.1 tvErTH of Ntik G 0,20 Cf S FLowizEcce. 3 / z 3.081 (L)0-0 2. fog 3/44 4 1 h 0.2-0 3. (14) 3.021(0.10) 0.1'0 0.5 3 fl, v•itve ; 6 IN. DEEP z O.tO c 1 2..OS 0 \: tT L 3t.5iN ` 1 • A S -2.5o 7_o o o z• - 1250 FT.1 , D. '..1.71_ Pc?- .V. , VINWS14.V to 1/4t 5 P• 6i =, ■G,663 , -12.50- -z. .. f- (2t 0) (2 5) SZSO : = . ?_¢,,z2t_ 0 1 . N. adz 1\ iz D T I: 7 ' Lo 0. VI -z _ , M \ 1)1 DMS- 6 1." tONI t)4¼4/\G Cfat-e_uLictkoN 5 iz€Ru‘gel) NoTe . szoko - km> 1 ') N ‘2 0 /5" 5 z 0 ft. int CLub * 2_0 1 8 4 1- • - TIPE "-13 (1,0 cre owc) O, 1.16 � fm „nfrrifff// f t. I 1 NoR� tA ` 5 7' F ? . /F T ' ......,...: iirn f 0. \3 c�vl riorfrIt 4F �e^ to �� tC0. `L¢055- SEC ?IONPL AREP of SWALE • ......_.. ( 29 ) t `21(Q)(36 z +.9.S. ............................. 1. O 1 .... • all .. - WA(,E. stop 1 • NN lo° ■3 "E'PSEMEN"f Toy of Vgty W ( 11 .2=12;;Fir i t - T vi E y - 1 TCri rP&V1 NogMAL SWAT .,... 0 to= M"DkLOME S ■DD l"ftON t NUJ CALCULA'CttNS RrW Rrw ... NO. 1 ViG /93 (K w r1) CRoS` 5EC1 toMAL A?6F of SwALE ... C )(4 / { (1)( a )( t (0 (A z . 3,55 DATE = 1/19/93 DESIGNER = K W MCMULKIN BASIN 8 PROJECT NAME = MInILONE GTH ADDITION DESCRIPTION = STORMWATER DRAINAGE -- SUBAREA 1 = .17 ACRES �� SUBACEA 2 = .22 ACRES • TOTAL AREA = .39 ACRES I OVERLAND FLOW VALUES Ct = .15 L = 208 LvIS 3. N = .4 S � .005 J - - - . I CHANNEL FLOW VALUES 1 1 L = 40 Zl = R^6 12 = 7.3 N = .3 R = 0 S = .02 TD = .4255 COMPUTED VALUES DUR = 13.12 I10 = 1.92 010 = QA = > \�/. � `��TIONAL FORMULA HYDROLOGY SUBAREA l RUNOFF COEFFICIENT = .7 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF •COEFFICIENT = ^476923076923 1 DATE = 1/19/93 DESIGNER = K W NCMULKIN PROJECT NAME = MIDILOME OTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .12 ACRES TOTAL AREA = .12 ACRES I OVERLAND FLOW VALUES ct = .15 L = 0 . N = .016 = .01 1 CHANNEL• FLOW VALUES L = 120 Z1 = .172 Z2 = 50 N = .016 9 = 0 = .011 • TD = .1017 I COMPUTED VALUES DUR = 5.00 110 = 3.18 010 = OA 1 - -ri t ATION(L FORMULA HYDROLOGY Cw-iS t 1..0‘44 ?Olt STA. at 89.91- 13oviptsH goAl) 1 C a 0.5 HEIGHT Of C.■AF-5 DerCI-1 of Flow Q 0.34 c...f5 Lov4F.44,-ve. F-k oitoli z 0.S 0.2o 1 k-1 (S2 t- 3.08 1 BASIN 8 (PAVT.) Fog. C.-uhfl 0?ENING AT Low ?o/NT •SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 'INCLUV/t5'. ?011". 00 1 S7-50 f"T 012- ACV- 0.3 — 3, fl. 1 3,081 (k\t 3.1)81 (o.‘on) 1 SPY 1- ft. W■De ; 6 to• - Per 1 1 1 .1 1 1 13/: SIN FL. Q (cFs) M11711-0MS W tea.Duk A I NAGQ_ t40. tz 512.0/9±: 1.13 13 0,61 099 - 4 cRecE. LOW °veg. 3:Eiati\ ' FAS' 1 \ 1 "D" WAs 6,P eAMET F.Q1 of F c42_ e¼\ at- ?LoNs-/ AND f 0.80 0.36 1 tAD Depik 0+, 7HD`ti iv\ 6 0h "D Swal& was ca‘c.k.410,i i .}. c i \nc...e. . b_cks;riiit , ki.ck .5 . r_c_cate-s_t_r_voe..1 o,f_f. 1..i.kew_ise_. 1 .________ ______ _____ ..._....._d..g.t.:tin__.0i__f_l_o_v v..-e-v.i_As . wo\ .1.. c ckt c...uackke_8., - for basin tf, 'Ike cl_e_p+.11 . Di _s_vi a I-e. ?nvideci_ wcts I Sr ecder kkAn +k-e cle_p+k o'f -flow..iy\ swa I e 1 b",_ • I . - efter e s w a te bo,fun D u ay.cl ail ike._ older 1).a.s:vis. trikew;se. -- a-creetk of cl,v \ y-ovi'de_d was -- tkaoa kke de...47+k (7 41 ow_ ov e.r r Odew 0,1/4 ■,,.. . b a s ;I "0" , --[-\-‘ c-r e...kor e- a r \ \Le v..my__d e_rft-.,_■ s__________ __ _ . _ 0 . 5 Wf + i C. I e_,A+ for V? OA Sit-A. " I) 1004 (LAO Dill tr_..b.__ _ 0.5v ‘ - k -1 € ovL b9,5;1-■ Vqiik 0\ be.r0,1 in ifs swed-e. tkere ore kke_ e-p+in o 1w 6e2rbin was cclictda , ay.d - Hite. - freeboard orea stAffCcity‘t Computed Results: Depth Velocity Flow Area Flow Top Width Wetted Perimeter Critical Depth Critical Slope Froude Number Triangular Channel Analysis S Design Open Channel - Uniform flow Worksheet Name: midilome 8th Comment: Basin 'D' swale Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge 8.54:1 (H:V) 7.27:1 (H:V) 0.030 0.0200 ft /ft 1.22 cfs 0.28 ft 1.90 fps 0.64 sf 4.51 ft 4.54 ft 0.27 ft 0.0258 ft /ft 0.89 (flow is Subcritical) •wAt,E V 6PTH FKo■ - co? OF - piz∎VEWAY 10 BOTTOM Of S WALE = 1 0.0 INCHES 6,0 INCHES > 3,36 INCHES rgovtia i`'EQUIgab THEKEFo{t.6 OKAY; Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel Uniform flow Worksheet Name: midilome 8th Comment: Basin 'D driveway Solve For Depth Given Input Data: Left Side Slope 14.93:1 (H:V) Right Side Slope 60.00:1 (H:V) Manning's n 0.016 Channel Slope 0.0200 ft /ft Discharge 1.22 cfs Computed Results: Depth 0.13 ft = 136 N. Velocity 2.07 fps Flow Area 0.59 sf Flow Top Width 9.39 ft Wetted Perimeter 9.40 ft Critical Depth 0.15 ft Critical Slope 0.0089 ft /ft Froude Number 1.46 (flow is Supercritical) b .V1N ?R-om To? of qgw sq.'j To sure 1 LINE = 2,0 INCHES TNEfLEFog., 2.0 INCHES > LSG INCHES pgovt E 12- eQUvizEp O r AY Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Worksheet Name: midilome 8th Comment: Basin 'C' berm Solve For Depth Given Input Data: Bottom Width Left Side Slope Right Side Slope Manning's n Channel Slope Discharge Computed Results: Trapezoidal Channel Analysis & Design Open Channel - Uniform flow Depth Velocity Flow Area Flow Top Width Wetted Perimeter Critical Depth Critical Slope Froude Number 10.59 ft 7.27:1 (H:V) 8.54:1 (H:V) 0.030 0.0080 ft /ft 0.99 cfs 0.10 ft z LtO lNc1i €; 0.90 fps 1.10 sf 12.13 ft 12.14 ft 0.06 ft 0.0334 ft /ft 0.52 (flow is Subcritical) DEYTt{ FROM -To? or ' t'\ To Top oF. cugg 6.0 INcRE= - TNEF-tiFoF -E, 6,0 iNcHES 7 1.20 INCHES PRovuDEp 12 Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 r - -4.21 , -- O BOTTOM, S WA Lfi SWfLE BOTTOM 8.5 8.5 to • -- 3.63 - l.5 L5 $ vi N r 0 0 .1 3 ' IV 1 ' di -J rn 7c a: IN 3 d d iimoson Engineers. Inc. • - rroiact; miailoae 8th aaaition H 909. Argonne koaa 926-132 job Io.: .12187 Spokane. HA 99212 . Oisc.do.: • File Name: mia -6 TYPICAL SECTION DATA l4-nav -93 Roadway half sloth ENTER-.-) 25 - 07:24 AM Road Name ENTER --) BONDISH ROAD Left or Right ENTER- -i Right Curo Tvoe TYPE A COUNTY Station Interval ENTER- -i 50 rIINImUn MAXIMUM Curb EL. Curo EL. Eche Pave. CENTER 1 SLOPE EDGE DI51. t SLOPE EDGE DIST FROM 1.4.5% I-2% to Gutter LINE CENTER- PAVEMENT 0/1 10 C/L TO PAVEMENT EDGE.PVMT.from E/P t FROM LIP t SELECT- Design Too Curo SIATION ELEVATION LINE ELEVATION E/P EDGE PAVE t SLOPE 10 CURB CURB HGTI CURB HGIT ED ELEV t GRADE 1 Graae 250.00 ` 2013.45 2013.22 15.00 -1.53 0.00 10.00 2013.27 2013.52 2013.50 -2.20 300.00 2014.13 1.3o 2013.90 15.20 -1.51 1.36 9.80 2013.96 2014.20 2014.00 - 4.08 1.00 350.00 2013.28 - 1.10 2012.66 14.10 -2.98 -2.08 10.90 2012.87 2013.14 2013.10 -2.39 -1.80 =su. 400.00 2013.18 - 0.20 2012.81 12.50 -2.48 0.02 12.50 2012.81 2013.12 2012.87 -4.00 -0.46 ``i` 450.00 2013.55 0.14 2013.37 12.40 - 1.45 1.00 12.60 2013.30 2013.62 2013.31 -4.44 0.88 500.00 2014.15 1.20 2013.95 12 :40 -1.61 1.16 12.60 2013.68 2014.20 2013.90 -4.37 1.18 550.00 .2014.91 1.52 2014.80 12.10 -0.91 1.70 12.90 2014.72 2015.04 2014.61 -3.80 1.82 600.00 2015.87 . 1.92 2015.15 11.10 -1.03 1.90 13.30 2015.65 2015.98 2015.76 -3.68 1.90 650.00 2016.91 2.08 2016.63 11.90 -2.35 1.76 13.10 2016.54 2016.81 2016.71 -3.21 1.90 100.00 2011.68 1.54 2017.44 12.20 -1.97 1.62 12.80 2017.36 2017.68 2011.66 -2.19 1.80 750.00 2018.41 1.46 2018.31 12.10 -0.83 1.14 12.90 2016.23 2018.55 2018.45 -2.79 1.58 800.00 2019.17 1.52 2018.91 12.50 -2.08 1.20 12.50 2018.85 2019.16 2018.91 -4.00 0.92 650.00 2019.56 0.78 2019.26 12.60 -2.38 0.10 12.40 2019.20 2019.51 2019.21 -4.44 0.60 900.00 2019.81 0.50 2019.54 12.50 -2.16 0.56 12.50 2019.48 2019.79 2019.51 - 4.24 0.60 950.00 . 2019.98 0.34 2019.69 12.90 - 2.25 0. 12.10 2019.65 2019.95 2019.81 -3.14 0.60 1000.00 .2020.11 0.26 2020.11 ERR 0.60 1012.16 2020.19 0.66 2020.18 ERR 0.58 - Eno GLKb —i- t := liiiflhiIfl ad- DRIMEEISIVNOMMO _ _ t - rte° =KID 4 E 7 .H TT - 1— 'nt Cry cKea, ar G E'r —r = TMKIM tt _� orgimessiogr rte. -- — -- -'- T` ._,.�- -'-- - � _ _-- BMA-- En MM x� e� sM I WC - - MGMTetia- - _ ., _ __ _e REM_ - _ mr.. s ox aimainrEaTiSittrerrarewsigaSan meal. ran = Ma M MM E a. i2MMEM mn _ - ter rte--- -- ...o,..w�........� cy.:`. . - ban c iffarantrIM figiangeS.mar , t W ....affignaga A9'i ;71112 °.AA3J0 - flfl9AA3J6 3OAM • Wiz,. ...,.._� -.... .. • _ - -.. �... - +- r� - -�- —_ i I ,[[t .. ii i , ;Ii Ill W lei. !ili l 1 __ — _- _'3 . _ at- EISMEMECELME - l :Ee - -T --_ ! L1 1 7 ;Th 1. r ni N Hi IT LE; 111 .1. li: J ! '1 Ali = -_ — ME tifilla gill I iii 111111!iFll I it 1 li ' I II' nit llillfi MAIM - lib Alb Mb 4111 411. Sa G gilie Ribs �� 83.SO 33.Sa - 1 a3 TO: . S3So 3 CO at Class 3 Spa NOTE : Curb w d + &r F�o,d�s Roo = a Ss 2.2 3 0 t T 00 2 30= L3 Ai ES N� o aoco'IL'•LAI -- 4r Crvshltd Surfaorc STREE 84 r . Dr> , iP =Co. S id: l -n r 2022 20/7 2016 2624 ' 2023 X202/ 20/2 54 33 S " '202J . Cultivated • 20/9 • x 20/3 20/3 - • x 20/2- x .. - 20/7. 2026 1 2022 • t.. 2027 .. - -.x" . 2028 2026 Cultivate¢ 2009 • SPOKANE COUNTY, WASHINGTON — SHEET NUMBER 75 Ft. 44 E. (Joins sheet 66) 1 Mile 0 Scale 1:20000 L9. g 9' T• zo 't0.11 t ro.(..J o'. 113.11 T t LOCK L- 1 DOUI•�le- cco O rywel l wt14Y Curb t cjv} *er tnlc + Spo 'Can e_ C. ISiz- T,..)2c __� 4 3SS. - M 'J. 0 , M 3`17 AVM : -- r^ 0 a S O v 1 - tn 2 S 25 2o ' L 0' cp.pp� `j0.0o' Sin le. Barrel Dry cI1 ##cr. 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(; o ; ,L..< 2 S ; 1 s 1 I fy l S 1 3 0 . = Lr . BLOC K Std Ie ; • < . ' -t � v_ ct.)/b_56 . . Cor+C . r_ -<-i P - r-o �c r. �. ., c . Doz b(e . Bc =i f .C.y #'e/ 5Po,kone .Cocin:1y '. 5-to'. • -$ Gra*a /i • c.75 _ i • sco4e /' =.50' — 6 -L tnt ITI8-11511:1 ST.) I . 9 0 G 4 \'DILoME W I e i L _ 4 '3' ;ZC \ - 1= ice= S 4= 1 1 1 1 1 1 1 1 1 1 0 1 0 e..w.s.= 0 m .....= ..............m a ....m = zaaa ElirrEnatapardLEM = in El= 13 ga wI a : m � . __• =Ct_��Ems r i �- - _ _ 1 � = M !�!� i!�•� e�_ e� !_ a - =` ter • Sao =Mitt 1_� • [ ��na.>_ ��■ ��S- creep ®��S ■[�Iwr_o�� 11111ININSISSIO.rime. ONNIIMMININSI 11p1• NNEN3LtS 41 slag PLATE 1, PL 48 :7004:..A. o c: in u s,. " kr • • • ai • b.. . . 2.Ga • , ■1\ /S3' • Cr) 1 / / i I 0 =. C. C. t •a • - / i Si' i i /--- - ---i id!" / 1c. 2 62 1 5 nQtc trr/ bi ij ? \i ' , \ . , iDe:senr, : ,;,., 'l :> : -9,1 ? 1 ; . _.. wi 5 ...._ _y „. „:„ ‘- 0 ;' - .c . )•, g 3-1.-13 _____--r-' 1-4a >10 , _Ci.a-ka i oroun • . . „ ELEVATION VIEW SWPCLE,..±,.D.ETAA . VW?' L-QME 1 AD1), b r iB oi - torn S 5/1?“)/ ;e• ' SI-10 f er Grnt, sro • • , • , Gn 11) I cx T ro °nd ELEVATION .VIEW S.wA LE D ETA I L C C• rinu CCUm. m =CCmCE� C C a l ' �� e • r_p . ��"'� em ima. =I= aurapantar ...�� C�... airC V � = s niumt=men. ammai Latram.rantmgi 3,==. ...=---smaarr a l m r-w e e smari i, ......aismi sp __um_ INIMMIGIn CCCM° = NIIIMIESINUMMIMOIa=nia = l amMIZE C=---- aw. CC 1 . � _...- snuma nianinintrakman so CC ra rta �;.�C an: :C '° am� 1= = m ,= = mintamMINE r- orrom'ai-' 1 La- IZ r I FflT1ONAL FORMULA HYDROLOGY DATE = 5/7/92 DESIGNER = K W MCMULI::IN BASIN "Al t; ^,^ ;` ? +:' I" 'PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE 'SUBAREA 1 =".96 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 2.35 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 'TOTAL AREA = 3.31 ACRES OVERLAND FLOW VALUES 1 1 'COMPUTED VALUES DUR = 15.15 ' 110 = 1.76 010 14 QA = 0.00 1 1 1 1 1 1 1 1 1 Ct = .15 L 600 N = .4 S = .012 CHANNEL FLOW VALUES L • = 0 TD = 0 COMPOSITE RUNOFF COEFFICIENT = .36752265861 VAID■l_ornS. 1-(H ADDITIDN S r ogM VJ ATEfz p ¢AINAGE CAl CUL ACIONS ,BASIN At t A7_1 A3 t A4 • PT o-TA1:- _.(p1 , 221_1.. (5 12 t 46,I9D = 143 Fr. 3209 162 i 101 A Pavz. : :.9960.* 144 t \44o.t la=�lo Z I S F�. _. ... _..._... ___......_.__. .... .. "t 0 X -3121 = 1 % ... o.4+ Acf=E 2 • R aot s "Z 5DO0_._1 .- 2000 -_ 1 ._20D0 . i . DB - o ? .I �, Doo FT. . APRNES z. 300 - o - r.►ODo t IGOD - t" 3000 z- $000 ft 1mPkKV.z .1. 4440.t.4440 fi 10,3gD z- 43,23o FT- 51,21 0.99 Pc“- 5 I co(otI efakss - ,._ ��"858 4- 11,oz.2 t S52z t 2`l, 6o0 = 1 2:1 202 F'(. Z 2 :35 AC. _.31 I 1 12 0 - 5.4.5(o.RAG�.�EQUl�6.D_L. 1 FTZ frZIN = Sol FT3 12 1N•� 113.41 L, 0.90 °l0 3too .. 'It46.bz- 1 °3.3$ �•' 1.8 °l O 4t 49.10 - 3-too 341 ;10 x •%•12 L 0, 69 4-r59.8 - - ;*43.51 116.35 0.50 125. 5 ! o C .. 1 5 ` "° 21 C o.96 No, 1250o s� 1 f92. UAW m) 1 1 GLADE AND LENGTH OF SWALE _ IF IOD FT. ANU 1 THEN SWALE WIAY BASIN \ AZ- -t A3 -t Ai CROSS- SECT 1 0.4A4_ ( 4 . - )(0; 5 )(4.29) -r (k- a 1.918 F-r._ 1.0'1 0.91 UNION CT. BASIN $/ VA VDU.. Ow1E 1TH hpPtTION S'TOF -MW ATE R- DRAINAGE CALcu L.. AT ION e AREA SWALE ?A� ?FIVE= Av E, \ -01 A 4 = 90 FT C o. E o` - 1 c _ 1 4 �oT'4T = _ 8.O .F?.• @ o.sovo - 16 = G`r 200 L oZS''6 A2 _ -18 FT. @ 0 .8DYo —.IG = 62 - ` °`6 . A i = I IO D.eovo - (-1-) A\. = 100 FT. a 0.60 V0. = loo S l ,,ot S • CONS /DEICED STORAGE. REG2u1RED; "208` SToRAGC= 415k fob -t t 2GG So Fr(-3 h2 F • 2 - TYPE N S" DgYWELL5 -t l- TY? "PC' DkYWE1� ('L•o c$ S ou-r) CFS OUT ) STog.AGE ; 30 ft: % \ 9b FT.` = 514- FT•3 c 928 n. > Sol OI[i. ft ,yC - 3,55 F17- z ii4 F No. 17.500 (Kuhn) FL A A2 } A3 t A4 1,31 CFS (1N) — 0.3 CFS CoUT) c I,0 CFI; (B(Pwz =) AI 9.91 CfS (IN) } 1.01 c f OR) 2.o4 CF : (IN) 2. (oyt) "1 i l l MIDILOME ". PDl(TION "20$" 'Dg-AINP.Ge 'CAI- cuLATIDNIS • - fu? of PSW Vffi'(' NDRnfA GE / oP a �... os t • - ' taf E St E �J _ 0• u . i0 ' — tot" _ . ...I- 5 SECTIDNAI_ AREA Of SWAL.E • • • • 7002 Or PRIV i.•• g • • I nD R n ' � F17FrFT . /FT aOrrOM :i .KAPCS u e is>cep ey NOG�TAT 9 9 0� et baf t ool : LW of c L-- E -SAC roN SZ� ■= • "CROSS-Sec AREA DF SWPL.E • T. via G"• D O ltal _f t /FT- ^+,/(( 4xo o I( FT:" _ 0•9 I.. • > .. 1•18 • ° 0 0.161 F /FT pore" eawom 12500 5013 N O t'k+Lr Cor•C. C uI=C ` GONG GuR (o =x4. -) a 0.48 tot- I ,: �r II ATE = 6/29/92 1 ./ ROJECT NAME = MIDILOME 7TH ADDITION ESCRIPTION = STORMWATER DRAINAGE ';UBAREA 1 = .44 ACRES SUBAREA 1 RUNOFF COEFFICIENT =- .9 TOTAL AREA = .44 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 `1VERLAND FLOW VALUES Ct - .15 L = 0 N = .016 S = .01 1[HANNEL FLOW VALUES 1 1 I OMPUTED VALUES DUR = 6.34 I10 = 2.87 ' 010 1.14 = DA 1.14 1 1 1 1 1 1 1 L = 708 Z1 = .172 Z2 = 36 N = .016 B = 0 = .01 TD = .183EI C0<8 OPENING CV LoW ?DINT I E.R• 4 +59.8! Ur11tN CT. h It 0.14338 Q z l•14 CF5 RATIONAL. FORMULA HYDROLOGY DESIGNER = K W I`ICMULK:IN BASIN "A" PAVT. INCLUDES ; YAVT. ON 4o7ll kvE./ 31 AVE. 1O UNION Ct. PAVT, oN UNION LT, EtEtGHT DE CUFC ptPT■ of Wpcv j& LOW (zATE. Vt h 0.5 -- 0,37 '. I Q = 3.087 6- )(N) / ` 1F he" 1 _ Q t`' 1,14 - 4 Ft. fo o" DEr1=ECf,ION 3.081 ki 3,081 (0.18.SY St-NI 5 FT- WtciE. 6 1N. D6EP 1 1 1 1 g369 (9 eta)= 1337- 0 o.t nc.RE 1 1 1 1 1 1 1 BASIN N p.l u PRA Z E-P. G9 z1 F T 2 P PAVT. ` (12-1.59 t "14) (LS) • (156.49 -.1 `o t z-s) (t 8J CURB RADIUS FILLET @ 40 AVE. izoofs \ oRtvES_ 6RAs (nIDILOM>r �"f H ADDITIOt1 5 DFAINPGI;' CA�.C. CUFZFS f Fit t ET L 0-1.)(.1 Lois @ 00 F 'F- z 3 1 -0l5. e LcT. 911( P. "33'6ti1 k 500D t 3000 \mP>:tzr�ou, Zoo0 Err.` LT : 3000 FT.` 3 .12 2,996. oz 88.`18 65.06 I q� t<6 OA(0 2 - S - %4& o 3 F T. =1 0.1'1 F C _ . 5000 F1 C I 5 4CP =70. 2.3 «1 k G FT t"t, 51 X369 FT, NO. IZSOD 5 /4 / 2. C KvI V "j 10/139 0.4-1 Q' FCR. y I cFc L18 u 1 i 208 STOfcAGE REQu■r-EP = 9 960 F - t- z it- 14% 4l5 FT - IZ 1N/FT. Zo8 1 . 579..>zA6E . FvAll. -,a - = 110 — loo = 9t ft- rti 3.:5 FT" = 335 FT," cKkv E. �H FJ � • � �' /. 1 Oo El , X. ■.98 FT • Z 19 8 Ft: �\ol CC" 532 Ft. `� 532 i 41S ✓o . 3Ast "Pc2- Yv\U)ILowe. 1 -5 1pgAINIF.62 C..ALCuc-kTioN15. rt = (f30)(■s) *4o 2.00 L Loll_ t-o A v iz t vs-= I-CI (2't boo DOD N AN_ vocensilo1/4As _z__14 - 2i - 0_3 0 0_ 4440 f-i _ 0, 1 _ 6 1zikss LB I 'Rot. — = . (1 i ( l2.5 cc 5/5 /c2 Q.2.5 haF-E N. ‘t 2O S'TO/ZA &. g (szut)Fcep = 14 4: sTogAGE- p.vt,tL.Atit-s - - z 6z p( l.96 Fr" 123 tnz■V ). 6 0 '/0K- ito o V - 1 1 " f-,Dtel PRP1/411it-44E C_m-C.ut-iCti °Ns 1 . bsIN "t-.3 AN- rm/r. z 8° ) (kb-) -144 F12: Z000 F-r e 7-000f L.0 I ik- - 4 ci-Z- 1000 e — 11)20 (40. tz Co /97_ tAT.i 0 _4 0 Joao -- 41-4p FT. 0210_ 1 9 6 z, - 4-1-_eo z% Ss 2-2- El 11 2- 0 ,8 " S1 gE-Q■kt.F.Eci) _1 f' ..>E ."Zit = 60 tr4.7 "TcPF-.A._E, MKILA1134-.E. r- C) ‘64 )?, 1.93 1 2- - 7 F • t 7 /1 1 1 1 1 1 BPst N " " - KDDI C- pRAlrlhee C-P,L.Cu‘-kT to Ns. 46,lc\o f_t 10 Erat-.:* L-o-T AN " PFora c_ e Do = 3DVO 1st S..-o 0;1 K_ LA e--k. az ° L'ae-liA 0 t40. 00 5 /5 /92. (iCW z. 63 `12. 1 L 015 b.cPE new ?..X15T- - Loco €7. 1000 frI"- 11 1 1 _ — I $ 3c1 D Z9_ ft` 0,(0a_kcfc_ 7-1713-C) ± 31,1)0 1 ` . 4, F7. _Or s Lcrtee_ . zo_ce $1.2A .1 = 6.3 `LP FT! = 1 1 • 1 9" z sato g "th 4111__f_t_ 12. A. 3 . . PV.■11E. 1.42 _______ X C. S Tolz- 11 ed-C-11 A 1 A27 14 e- 0 Io Scoil N 1 • 8 1 ° i° 7- za csikosi. 0 4 0 0 m zs' IG Curb Cut 25 DOUBCE,. (AP.RJL ToP__OF G.PAT RCS IA z t ot 251 -I � I W Wl . z h I - J I ni NI ± Q to i I 51 w 0 �I a N I C _ I 'red z5i —• 1 I L— WdkNL 1 OPEM11 -1 G___ 1 RECEIVED MAY 2 6 1993 SPOKANE F JWY ENGINEER ThIDI_LOL E_: ST1-I_ ADD LOT - l_- BLOCK=.) 30' CBUI LDI KC_ StTBAc I< 13 DRAI MACE EASEM EIJT PROPERTY LINE CVR[3 LI)4E 38" K4ENUE 1 I I 4 _ - Go jut_ ©71993 tam Engineering, A 10 95 C.1N r - . °. .. _ SC i 20 �... 10 Vimpson Engineers,: Inc. CINL ENGINEERS & LAND SURYLYORS N.909 ARCONNC ROAD SPOKANE. WA 99212 PH 979 -1]77 tea, .a a...F . PURTCAwa CCHasT wane Cuts tore .4 AJAAACT CaVCR[TI PAra.nawr CCA01'41 a LGMPACrai [YPtS IJPa.ITCaIrewr 54 lb 6:4:C SNAP mow Cas wrr STAMMRO ( 444. D.0. r SIta.1 C4Nr/A4 MPSnag/ T7 ENP VIEW; DETAIL "A" TYPICAL 'ROADWAY SECTION (NO SCALE) • 2 5 4 25 CRUSNla 541(MCIn. TOP COaSS C CDMPACTCI DCPTN CWS.D.D.T 3PK.) DETAIL H @ . TYPICAL SECTION BOWDISH ROAD £ (NO SCALE 1 20 yAA, /F n :�' . — __._3_ Z QSPNAGT COICRCTC PAr(MTRT CGASF B CO•PACTSO OCPTN • 123AAAnT COVTfwr Say.% TO 64.4 ( e/SOOr. inc.) • G" CRUawto S44TRC4w4 TOP C44w34, COMPACTLO PIP TA. ( &DOT - Inc 2S DETAIL "C" TYPICAL. SECTION: GERM ACROSS DRAINAGE SWALE ND SCALE Top of twrlh berm (3'wlds st top) • carsr•d *ion yr••a sod - 1'1 51oy•,m6n./ 3 Slops 066.6. from 19? d berm 9e botlos oS >wet& MIDILOME STH ADD. DRAINAGE DETAILS 1/AR,TS Ta re • FY. SIDE: 7(Pf • A CZ anted r COACatra Cu•i•A • SPOwwNF COUNT.' STAA AA.O . Seim . n4 n.L . R/r , DAISI441 SWAU la. DP 300 JWAaa A[,A r. Al 2009's f/ 4.4 1 wa Hf DU/CDaa. ,• Slopc.,mu. Willi ' CCC L.1 51ep I ,n DETAIL "D » TYPICAL DRYWELL LOCATION NO SCALE ,0.4 5.S nt1 I !✓Yea iY , (Simpson Engineers, Inc. COAL CRCwLLNS Y LAND SURVEYORS N.909 ARCCAINC ROAO SPUR /4W. w 95212 Pn 92n -1172 15 ,Ora:ayt Sw.la WI �� NOTE: N W 0. Electrical Pouter Trsns4.rwer• st au be s .a;alnun of ID 4ett Sr.w. drywalls. DETAIL "H" 10' Cewett Conerata Drl.ew•y DETAIL "F1 7 13 rt /rr. Dotmeway t Curb Opaal.y r r Tr. ,,..• 6uttar llna ¥ 1--Dr; sways, 4' Curb Openinys,8' TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 1D I I f15 1 Tog of Driveway-. r 4 I �-o'+ GO SOO r, I 07 4e j Fl / D 0141 I7r /f 1. , 4 'u o,..lf ftt fl ` Catr eta DETAIL " E" TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE • 94w �i"s. - m f 0 016 VI N.rnsl Swale Slope FI rG duo, curb cut swims = - t C.aerata Curt Swala sett... DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS STA_ 4+30 TO STA. 5.05 , 38TN AVE., Left LOT 5, BLOCK 1 MIDILOME 8TH ADD. DRAINAGE DETAILS 1:1 5bpa; •aM. / 3:1 51op . Sro.• 4op .f dr;.away to . b b.tiatten .4 •ws4 Curb DETAIL 11I11 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE I ID' lo' 13' 7' Electrits% Trott ♦I /• _ 'TraneSor.,.r C sae. Curb / — rU n ' ! _ Cancratt Apron f 51apa 12:t (weed taunt o; curb cat ("Down from 6.. (and 3'.4.1e. •4'th.ct) . en AEND DETAIL: CURB INLET, TYPE 0 le Are DETAIL 11611 c,. e a 17"? Var'at \ � 1 1 'L- Mph .M T -L--- s1. Br J DETAIL "J" i E os(went s 0 0 swain T 1 � rw.•ew 1940 1 1 1 RN. Lint Y Electrical Power l 'Transfer wer Cons. C.rb �•- straat (At plult Pa.encM)� Vimpson Engineers, Inc. ClHL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SprwANr WA 99712 PH 976 -1377 / 1 ' 1 85' til 4 w 4 M 2 I .. 1 : -3 'Nun ; ^{ Ralik/Et): JUL 0 11993_ County Engineering ,. A 30 DUILOING SET BACK LINE G ' 0 O e ° Ic:: rlo ; d.a:; .. ' EASEM EFIT 85' p2oPE2.TY LINE � ' p 1 . CV213 LINE 38T —" AVENUE .1. =-Z O' RECEIVED . SCALE MAY 261993 - SPOKANE COUNTY ENGINEER L D_110 M E 2 - AUDI:LOT - BL6 C K- °L__________ �GG�� rer.d.e 1940 6#impsen Engineers, Inc. ave. ENGINEERS k LAND SURVEYORS N.R03 n RD2D S R .9 W, 9 ,R ,F.1,» .. Top Cara TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' Ctratat Conerate Driuway DETAIL "F 13 DETAIL °E° R/w DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 3 Tr•nsit1•n 13 Gatttr tins Drivewa i Curb Opeala3 Varies 1 DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE Lt - Dr, tws Garb Openings, B 7 3 ti —r I T p of Driveway-. I 4 I rr Pews, ay rye I c� aols, I grin Swale Bolt.r Carb DETAIL II I " lo' to ' Electrical rawer Trsnsforrer• ah•II be s w nirar of ID feat fr.., dry.•Ils. 7' es' Norn.s% Swale Slops. r mI merasimaree rrrea S Bottom Transition I - • T I ST& 4 +30 TO STA. 5+05, 382.4 AVE., Lett LOT 5, BLOCK 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical rano Transformer 14. 3' Cont. Garb veraaM MIDILOME 8TH ADD. DRAINAGE DETAILS t C•neeeta Cara 1:\ SI•pa0n4t 3:1 Slept, vise. fr Ora top of d riveway to b•M.n .f •.la Curb IB G deep, Garb cat DETAIL "G" Slope 1x:1 ( ...,.\ De.... fro.. Satter Cancrela Apron far length of can. d1 (and 3 wlde.4th:ea) .. . aaaaa�asalvw .sewarr.ow Cure Cuv ? .yl� Sot- as ‘\ I r I (... Asphalt —L \ sl.pt Breaks J DETAIL: CURB INLET, TYPE 1 DETAIL "J" L E asenent 0./w Linea/ � Electr c.l Porer I Transferrer i tom' 1 Cena. Garb Stresf (Asphalt PavewcM) -l ra.•e.e 1946 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURV[YORS N.909 ARGONNE ROAD sprwANE. W6 99212 PH 926 -1377 V V Ib .� D R .11.lAGE M EASE1-1E1. T 85 30' 130ILDI74G SETQP.GK . 4 RECEiVED JUL 0 7199: County' eeri 3 - 6 . O. 85 °.Rot ' PROPERTY LINE Sc•LE 1': = ZO ._. c- 2..13 LILIE 3s TH RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER 1'S11D.\ O1iE_ST- AOD.. LOT - 3 61.10CK= L . AVENUE • Vimpso Engineers :..Inc. • GINI. ENGINEERS At LAND SURVEYORS N.909 ARGONNE ROAD 74 *A 99717 RN 975 -1377 it:,• i1 ' 9/11 ,o • f I- -h ha _ -. ��'o+svr�,� � OORTLANO CLMltsT CONCRLTL C"LR T •/(A SARK 44ot Gamin' STANMRO (.41.1T1.4 PR VSMLM T7 - .- L-- - - - - - -� .jam A SPHALT COM R(TC PA itMCNT C /ASS 'd CO✓IPACTLO DEPTH ASP4AIr CONTENT S•47, TO 6 r.'4 ( wSOOr. SPIC.) G" CA✓SNCO Surma' lac. Toe' CO (1ASr, COMPACTCO OfPTA' (w 00 J/LC 1 DETAIL "C" TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE CND VIEW DETAIL „A" TYPICAL ROADWAY SECTION NO SCALE) 10 0210 Pr/Ir A% /RRIT CCNCRtTL PArtMLNT C4.444' 41; 4 CO.14RCrtO Pt/TR RIPNAIT CAVILVP 34.6%G TL 6%4% O.O. r S /(c.1 CR✓SNLO 44iNMC444 TOY Cos&rs C Cio PACTCS O(PTN C W.S.O•O.L 4/4C) DETAIL "P. "- - -. TYPICAL SECTION BOWDISH ROAD ( NO SCALE I L TO y Ary'CS r• ,' 25 q0 SCALE Top of catch bcrm (o' wl4s N toy) covcr•0 with von. *44: LJ 1 51op•,min. /3t1 Slops, mar.. boar' top of to ono t4 b uttuw of avoslc MIDILOME 8TH ADD. DRAINAGE DETAILS ,4' 1. Sind VLN ?1 - t., In - a S% T /PC P.' PONT‘ ANt CC COnCRL TL C✓Nd, SPOwant C O✓Nrr STAn OAAO. SIDE 10 ,G L:.. ORIWALLSMALL' T(J O/ !OO Sw,ALL AAIA Ti 4' SPd010 IT LACM Nu,t B✓/LPCR. • w1,�ilty,4n+iN X4 .-1 DETAIL " 0" TYPICAL DRYWELL LOCATION NO SCALE • F 1 _ - � y sat 1 'lprraSl m0 owS 5.` NN No. ti impson Engineers, Inc. CINL CNCHICLHS k LAND SUH V { TONS 11.909 ARCGwC ROAD SPCA /a. YIA 9921? Pn 92 -132? Top care r Tran}Iri.n 13 Top of Driveway 7e, 00033 F. /Ft 33 Ft TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY E N a 10' 13 0.0033 fLhf. Cava n+ Coatrata Dritaway DETAIL "F DETAIL 9JEJI DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway $ , Carb Dpea 3' Tranaltien NO SCALE Normal Swale Slope t t i A Gustier Etna `Driv e ways, G' — Curb Openlnys,8' DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE R./ fi5 SI 0o1.0 I vr/ F1. '7 I A DS . �� t .Ile '• `C.ncr ere 5w.le BOW.. Carb STA- 4+30 TO STA. 5.05, 38TH AVE., Lift LOT 5, BLOCK 1 DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE MIDILOME 8TH ADD. DRAINAGE DETAILS I S i r v faket,cwrir cat C Swale Bott.,n Cw.A I11 S1.pa,wn1n. / 311 S1.pe,.n.t. iron top .t dri•ewty •• b.f1.a1 .f aw.IL L ID' 10' • ♦I I 13' 1 ' Electrical rawer o' a---_ Tr.mior mer '4 / I ' / / Cene. Carb I NOTE: Elettrit.l Power Tr.nsferwers - - shs11 bt a ra a1waw ink ID ik ire.. dry Concrete Apron 40,- length of curb car (aw 3 wide t4'M.:cv.) Car. Cur Curb 123 'r DETAIL "6" slovt 1i'1 (r..&1 Vow.. frown butter 71 .-- "far as �\ 1 I , T .uphill Z j a w 1L Bra.ks -e DETAIL: CURB INLET, TYPE 1 DETAIL "J" Easer.en* y �s Swide Blw Line -J I £leetricel Power 1 a • l03 • Transformer 7 �csnt. c..rb strati 0..0..11 ?newer') .ended 19 S impson Engineers, Inc. CIVIL ENGINEERS It LAND SURVEYORS 11.909 ARGONNJC ROAD SPDr A11(. WA 99212 PH 975 -1.377 S CAL E i 1 1 ._ °2 0 ' _.. 4 Co 1 30' OOI LDiNy._ SET 6AC1K. • 74,310 1 ' EASE M EN PROPERT LINE Gu 24 LI/J� 3S TN 4- 85 LIN RECEIVED MAY 2 6 1993 I"1IDILOME 8TH ADD. LOT - E! $TY I ENGINEFA • D Q e Ita ' X10 — B RECEW iD JUL 0 71393_ Ctytn r Istaviel 1440 Vimpso• Engineers, Inc. CIML ENGINEERS It LAND SURVEYORS N.909 ARCONNE ROAD SPrvUNf, WA 99717 PH 926 -1.377 J O ' 1: Poi? T1. SPa.4 As( R /,I CIMIMT C9NCAST1 CMCS Wit. Cwwrr STAMMRo 4IISTI484 AYrtmtnr END VIEW DETAIL "A" TYPICAL ROADWAY (NO SCALE( 15 .. I I s' I .131 ni.r AS /MAU' CoQCRAT! PAvtMInT CMA'Y, t 'LomPACTto note A{YMAIT Ca7tNT t4.% n 6:4% C V. f. 9.o.T 4PIC.3 CRD{MCO SuRNKIN4 ray Co&n,L C COMPACTC{ DlP M C ws.D.A( SPCC.) DETAIL ° @ t .. -- -.. TYPICAL SECTION BOWDISH ROAD (NO SCALE( 20 DETAIL "C" 2 4. Z. ASPHALT CosCRIT( PA YtMCNT CLASS S CO•PACTIO D{PTN , ASPrAtT GownNT SKA TO 74• CWSOOr. spec.) 4" CRUFNCO SLwt4CIM6 TOY C04/45!, COMPACIIO D PTN (w{ DDT JPCC IA _en a /9 4 Ail TYPIC4I. SECTION: 9ERM ACROSS DRAINAGE SWALE ND SCALE Top of c(krTh berm n ;4s of toy) colored *On Srew No4 % l D 1R1. J l 51oPe,m(n. /3(t 510p• From toe of berm to ba11oS of aa. MIDILOME 8TH ADD.- DRAINAGE DETAILS SECTION . SIM yLR ?S 21 ro 7 /PC'A'Part AN, CLMcNI C ONCA(tI C ntk, SPOnw,.0 C OWN STN,Iwtb. SIDE: R/r S / ( Swu 43AI44ut S,✓ALt TO/ Or SOD { rNtt AAt4 re n iSaao• Jr C ACM M9Mt duita*. "IA1,Lbl .ylf Ir /rt DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE vNM IYN (Simpson Engineers, Inc. CIVIL C NCu1CCHS & LAND Sun./MRS It.909 ARCGmC ROAD S('ftl Anf. NA 9521: Pal 91t -1377 c.. Top Curb ul TYPICAL NOTE: 3 1 - rran‘tt ien • 13 lo' ■ TYPICAL SECTION' DRAINAGE SWALE AND DRIVEWAY NO SCALE - 0 U W 1 3 lo' ,0, 33 F[ /IT. Ceweet Coneratt Driveway DETAIL II DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURS OPENING LOCATIONS D1waw•yt Curb Dpeniwy Electrical Power Traes{w.,vs she" be w wi.pa. 64 10 ft•t {revs drywall'. 7 DETAIL "E" m 3' Trost,{ ion R/w DETAIL "H" SECTION: DRAINAGE SWALE, 4' WIDE 3 o BS 1.5 To e( Drivew.y I 4 ..II I /CC'S ooe331t /FT •.d 0 0,41 IIT. /F �Ap� /f �— o•ll!! Fv� '27∎1 C oncr tt '$wdt Barleys C.rb 8.5' N.rnal sw.le slops -r :'' ie Gutter lint) } L ewtys, A' Curb openings , 8 - r STA. 4.30 TO STA. 5.05, 313Th AVE., Left LOT 5, BLOCK 1 1 3 7' Electrical Power r �_ Tr.neforner I T z4.s Conc. Curb E frOralnayt Swale . ■ WI __ r r MIDILOME 13TH ADD. DRAINAGE DETAILS G deep, Curb wt r • C Curb Swale Bott.n 1 +1 S %.pt,nin. / 3:1 Sine, nos. 4. en tap tf drivew •y to bott.., of tw.4. DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE - - T -- r 113 DETAIL "G" DETAIL "J" Slaps It n O^i•l • f Pawn tram Guises Cencrttt Apron for length of c.rb tut (sse 3' wide a 4' thica) AO ' 1 AL wi�)ieMw wvfwie.t�. '.w Curb ( Curb Cat Vet es \\ I I .AsphaM-Lu `s■ge Stake -f DETAIL: CURB INLET, TYPE f e •` IL -••Eoseweni l 1. d e 1. Ce Swele1 Line) Electric•* Power 2.* *CV rynaM '1916 Transfer wer Conc. Curb Strut{ (Aspba*t PavewerrO S impson Engineers, Inc. CINL ENGINEERS It LAND SURVEYORS N.909 ARGONNE ROAD 5rf!ANr, WA 99711 PH 975 -1377 _SC LE_I = _ZQ_ 0 4 10 Ito r o 3o t3Ul1-L71r4C_ SE ! "L'ACK LINE 93,92 �tU�l Ct1 •i €U JUL 0 71993 County Engineering 3dROJ ORAIMAG.E EA 5E'-1Et Jl .y • 4'w∎de e Bottom 38 TH sV NU DECEIVED MAY 2 6 1993 CaMirtENGINE-EA-- _NI I:D:fLOME.__8TH:�ADD:�LOT "S lb 18 rJ 73 I1 WU3 1 _ BARREL_ DR . ELL 66 TOP O _GRAT_E - 4 CIJR6_O PEN I/ -IG._. rs,r.d I148 " impson Erigiireers," lnc. CINL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD 5Pn(ANE, WA 99712 PH 976-1377 �'� �_Or•e nin_ P0 Slam Cast 17' C(N9(wT CaNCRCr( C404 rrP(r Cowin' STANDARD LR•J r/RRi PArLM(N DETAIL " A ' TYPICAL ROADWAY SECTION (NO SCALE) Si A SPRRtr CaNCIIT( PAr(m(wr Ca RJI `Y, a C0.NPACTCD Depte 4LPNA/l Ca.'T(Nr ih% 7C b%4% (1✓.J. D.D. r SP(C. ) CRUSN(O SUR/ACING rat CoaRsr G COASPAcrta D(PTN (W..S.D.D.T SPCC.) DETAIL "Fr TYPICAL SECTION- BOWDISH ROAD ( NO SCALE to yAR/C5 ub r 'Cr . 2 NSPNgtT CON)RCTC Pa rCA/CNr [LASS 'B CO.NPA[T(D DEPTH • ASP(ALT Cowrrwr S4/4% To 67-.2 C o/SOor, SP(c.) (. GAWPED SW !AC IWO TOP COL/Rif, COMPACT(O OCP TN ( WJ DOT JPCC ) • DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE i END VIEW 140 SCALE Top of c.r* S barm (3 4a at top) Govar•d with 9r4.66 6od MIDILOME 8TH ADD. DRAINAGE DETAILS 25 l'1 Slopa,mio. /3:1 Slopa, ma.a. From top of - bares to bottow of Smolt 30 VRRIIS I% re RSV a se eowwwwoms 25 . E•;Nln9 Hive • • 1.5 7/Pr ' A PORTt AND Ci tt,'r CONCR(r( CURB SPO.ANC C DUw STANDARD. SIDE: ID' 13 1110 Mar • MM 3 51opc,m00. ORRW441 J,VRL(• ra• a 100 £WAa( AR C4 re S( S01a[a Ir (ACM MOM( BU /60f4. 1:1 Slopt,nin� DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 5.5 '' 1 .5� 6047. o // 5 ones 194 impson Engineers,' Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SP@tuU. wA 99212 Pm 916 -1377 Tap Curb) DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Dr‘ce-was Curb Opeui” • r Trau+iflen --- I NOTE: Electrical flamer 'Transieriacrs t.11 bc quisiieuet of ID fecf ir•n dryieells. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY 10' --••• 0.0843 et./.4. Ceeita+ C ccccc te Driveway DETAIL 1.1 DETAIL "H" No.rtes DETAIL "E" Swale Bottom 11% St•pcouin. f 3 {raretop at eiri•eam. to Salem .% •oste. I 0 Transition n 6t-ter Itttai Oct tiege54, Curb Opceines, IS 10 p . 1.5 4 I I • ' octer33 ; • 0-o'41 / "/"' aii Ea,,rctt. NO SCALE TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE STA. 4+30 TO STA. 5+05, SATO AVE., LAT? LOT 5, BLOCK 1 DETAIL "1" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE ID' lo' 13 /1 Electrical fewer Transfer met 41— 2.1.5 Curb oc MIDILOME 8TH ADD. DRAINAGE DETAILS • • - •- - • ■ • _ ■ - • • • • • _ • -- ■ • _ • ■ • Curb r ecite la, coAr [Art Norms% Swatc Nora . 4 40141 ‚1. Cur Cancrate. Arran for length of curb GO (pami 3W& DETAIL "G" Slope_ 12 Vow, -from Eits'iler • I / L T .— Mutt torsaV.S.. DETAIL: CURB INLET, TYPE DETAIL "J" Ct, Swain / P./v. Lint ElecitriC•1 Neer +-212-40,3. Transformer 1 Leen. CWrb Sitrui (P++1,..11 rune od 19.6 Ectrecnent) A V5impson Engineers, 1 /nc. civil_ ENGINEERS /1/4 LAND SURVEYORS N.909 ARGONNE ROAD srnwir. W4 997I7 PH 976-1377 38 TH AVENUE CoP.13 LINE d 1 I c 4� K 1 s'--.1 s � a€j 1 I ,111.t4.1119 E PROPERTY LI WE 80. _ 13 DRAINAGE' I M EASEMENT BO r9VILD1 N4 6Efl3 K 49. 4-1 q• � ^ IEoA • a- 10--4- ( • 6 Q 4 pliC90 RECEIVED • JUL 0 71993 Ca�nn�ty F.ngineerir>u 1 • 9 S CA LE 8TH.__tADD. ILQT_"=_:1 IBLUC 2 a RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER 4444444 GN 4 . impson Engineers, Inc. CINL ENGINEERS B LAND SURVEYORS N.909 ARGONNE ROAD SPNWANP, WA 99212 P11 926 -1377 17 END %Hew: a�M R/ So P01714.4410 C(N(M1 Ca.NCR(r( CMtt frf( A' Saar AAA CRwrr ST4fMRA CNl1 r /AY PArZM(w T7 TYPICAL DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) 25. CC. Zs . R/✓ 7 .0774 n(P A 5PNALr CaQCRtrt PAr(M(Nr CLAJJ ° B. CC.OA PACTEN OtN /N A JPsA/rcavrtwr 54.% m 6:4% C 1V. J. 0.0. r Ant.) CRU311(0 SUAMCNYG 700 COURIC P COMPACTCI PIPTO CW..3.0.0.2 SF&..) DETAIL "B" SECTION- BOWDISH ROAD ( NO SCALE) 20 Y es Nl T .0 . 2" ASPHALT CONCHA-1T PAy(M(Nr CLASS 'B COMPACT(D OIPTN , ASPNALrCLSvrtNr S24% TO 6Ya% C wS Dor inc.) CRUSNCD S4fnACLM• TOP COOAS(, COMPACIf0 DCPrw ( rei Dor JP(C 1'1 Slopa 3;151opa,mf.x, From top of berm to bottom of Swalc MIDILOME 8TH ADD. DRAINAGE DETAILS 25 30 DETAIL ° C ° TyPIC4L. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of cwtth bcrm (3'wtda a1 top) covar•d with yr.$$ *ad . E•',etin9 R /w VRRITS 2% 7e N .S% 1101 APOATCANI C(M(Nr CONCR(rt CURS , SPO(•wl COUwrr STAwa RD. SI 1.5 r 1I 114 " 2r i G ss, r �is a � +. c J ...0 DRRWR4(SNAtt • VA. P SOO 4R/AL( ARIA I's 21 soaw• 21 (ACM Nomm( AU/COtR. • RA. 3: Slope., mwa. F31 m I:I Slop., min.) � DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE Or S. (u L - - - Io,r.a.I PY §impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVE TORS N.909 ARGONNE ROAD SP(Y[ANf. WA 99717 Pn 926 -1377 To Curb ` Tran i ltiM • TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE -. u e w 1 0 ' --� D. oSfn C Generate Drite way DETAIL "F V3 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drivewa, 0 Curb Openlsy Varies I I 1 1 11 4. Gut er 1lse� 1 ` � L Dot swa 4 Curb 0penlnys, B DETAIL IIHN R , DETAIL "C R /w L Swale Bottom 1:1 Sl•pa,nin. / 3%1 Slepa,na... 'roontat of thi.eway to batten e{ *wets Transition 1 Normal swa \e slope 1t ^5 -�- ? 00161 f 3 TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 13 I 7 V y ID BS 5 Top of Drive 4 I yos , 1L.•9" op' r2lfi � ' o o%41 Irr /f1. o.l ali FT T,1, o' ` C Carla Swale Berton cure es' - r STA •+30 TO STA. 5.05, 38TK AVE., Loft LOT 5, BLOCK 1 DETAIL N I ELECTRICAL TRANSFORMER IN DRAINAGE SWALE lo' lo' 13 T' Electrtesl Power •e a- Tranefor trier eI ; 2;.3' E �Orainye Swale .. / /cent. Curb ... �� _/ /Pa. enarrf WI '' � ~ IF/Llll C _ I NOTE: Eltctr;tal Power Tr•eefraere Shall bt a en *{null of ID feet 'Iron drywalls. MIDILOME 8TH ADD. DRAINAGE DETAILS 18' (--G deep, curb tot =- Concrete Curb Concrete Apron 4, length of curb cut (and 3'.,&t • 4'thke) Curb DETAIL "G" Skye 17:t lw nl Dewn frown Gutter Cure Cut e L.. I. eplult sl.pt treat DETAIL: CURB INLET, TYPE DETAIL "..1" 1 Easement Q Swale_ T • t R/w Lana -J 1 1 Elecer;e.t ?ewer I I i te7. T ran. i .t ner I `Cent. Curb Skraet (Aephalf Peveewe.0)� rynewe 19.e S impson Engineers. Inc. CIVIL ENGINEERS At LAND SURVEYORS N.909 ARGONNE ROAD SPr✓ANr. WA 99217 PH 926-1777 •8Tµ AVI.IVE cvv.e LINE P¢oPERTY LINE . • A ' N Kl 1' 85 OPLAIWAG.E &AsCMENT 14; ' --. >-• < -10 —+ . I 1 ♦ 30 5301 L..OI 61 .- SETBACK ill O 6 1 J • 1 0 . 1 1 3 1 I • r „ !'JE6 E Z JUL G 71993_ Canty Lngincsrn un n 35 ___ ._ _ - _._i"i. L6L E. RECEIVED MAY 2.6 1993 SPOKANE COUNTY ENGINEER' _ SC,&LE 1' -l6' .- - - -- - - - -- K- 2 .. /o.0.01946 Simpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGON NE ROAD , SPOKANE. WA 99212 RN 926 -1377 _. 8TN_AD6.1LOT=2__6LOC —1 lo /0 . I7 1 c 2 / Pr 1663 END view: AA, PORTLRNl C(A1(NT C6✓CR(T( CN(R TTPf A SADAr Caawyr STR NMRa (Alf rMA4 PArLM(N DETAIL NAN TYPICAL ROADWAY SECTION INO SCALE) ti 2S • �_ox la nn. A SFNAir CAWCRO! PATLmwNr [LAS. a; f"COMPACTCS now/ RstwAlt COV)MNT S4.% )D 6:4% inc.) CRusgfo Sugiwclae TOP Coals C CGMracrCa DtPNN C s!!C.) DETAIL 11 TYPICAL SECTION- BOWDISH ROAD ( NO SCALE ) t0 n IC 2 ASPNALt ConCR(rr PartM(NT CLASS • B COMPRC T1 OfPTN , AJPGQLT 5442 ro 6;42 CWSDa r, G CRUfweo Sla[aCI ✓O TOP COORS(, ComPNCT(a D(PTN ( WJOOr JPtC 25 1 5Iopa,m■n./ 311 Slopa,maa. From top of bcrm to bottom of swsla MIDILOME 8TH ADD. DRAINAGE DETAILS o 30' zs' E /w In N/w UARI(5 tX )• 4.5'L DETAIL NCN TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE NO SCALE Top of esrth berm (3' d4. Al top) co' arced with Srass sod .•C R/W TTPC A PORn ANA C(wa(NT C ONCR[T1 C ✓RA. SPOAAN( CauNrr STA/roan. SIDE: ORAI444 JNIA(t • YAP W SOD f WALL ARCA re A( SOAOL• t/ (ACM MOM( BU/COLA. New NA. 13 3 :t 51opc,m..a. • ,E 1 Slop., 31 V;;;47/k-Dge- 1 1: DETAIL "D" TYPICAL DRYWELL LOCATION, NO SCALE Lao r 1 s.s ,I.s I `' tt 0 Sod a o wy 144 S impson Engineers, Inc. COAL ENUNEERS It LAND SURVEYORS N.909 ARGONNE ROAD SPDAAHE, WA 99212 Pn 916 -377 Top Curb 'l r - fran41t1on 10 A5 13 i a d Top of Driveway DOB33 rTi'P O . la STA. 4+30 TO STA. 5+05 , Gutter 1 ;ntJ TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' 13 0 0673 wri ,DETAIL "E" B.5' N.rnd Swale slope Cement Concrete Driveway DETAIL " Dr f , Curb Open;ny varies 1 DETAIL "H" 0lot 1 7 DETAIL I" f o o1Gt w M ®Era Wagrm! 3' Tra ten 11 —Dr1 ewa G' Cab Openings, 8 TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE or �C...ode Swale /301-t.m Carb Swale Bottum DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 1:\ St.pe,nin. /3:1 S1epe,naa. Cron top .f dr'newey to b.tt.e o f swat - r 38T4 AVE., Left LOT 5, BLOCK 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE l0 l0' 13 7 i— Electrical Power s ay.ffxner Tr ` e`.Y � - [ � Or. ;nye Swale ,.. .....0 one_ Curb " _ —_ venenf Er I MoT£: ' Electr;col Power Trensf.rners than be m ou nimun of 10 feat fr•., drywalls. - MIDILOME 8TH ADD. DRAINAGE DETAILS 1.5' r 4 dee?,mrb cat csv Curb C Curb 113 Q DETAIL "G "., cal bC u11 I � / var e s 1 I l-- Asp4..lt - L, ,, Vr. S%.pt Brut J DETAIL "J" Stove 11:1 (n•n.\ Dorn'fron Gutter Concrete Apron for length of curb cut (and 3 4 ) a�aevae a t t ISM sr..e>.. t DETAIL: CURB INLET, TYPE -1 Eascwent Ce Svlale1 L;neJ r I 1 L � J I 1 �� j �� I I I £lcctrle•l Power 'i fo3' Transformer I k.—Cenc. Curb S +re.t (Asphalt Pavement)� S impson Engineers, Inc. CIVIL ENGINEERS At LAND SURVEYORS 11.909 ARGONNE ROAD 5Pr!ANr. WA 99212 PH 92F -1377 • 35TH ,0, \ /ENUE 'cp T 1 O (241MAGE EASEMELIT . . . 1 i. 7 +0 : .8U1C.011dG SETBACK w' 4 V . ` _ _ 1,._ - . N 1 0 3 ?WPM LJ • JUL 0 q 1993 85 _1"111D:1:CONE._8TH _ __ 5 GALE _ 1 RECEIVE M nv 2 6 1993 = 2O r SPOKANE COUNTY ENGINEER - I Duna., ON (' impsan Engineers, Inc. CIVIL ENONEERS & LAND SURVEYORS NRCONNEROAD $Pf1N N1. A .9 WA RGO PR 97fi -1377 - ADD._ LOT- 3...BLOCK -2 . DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) la' la' l ay -.._ot1e nnr /3 - r1 PoATLIro Senor CeNCRETE COfa IrTI a' SADNA.V( Cowen STAMMRD Esieris0 PAVIMIN r7 END VIEW : TYPICAL t 2s c. R SAME CAWCRITI PAL'IMCNT CIAJI `a; CCOMMCICO floret 4S•NAIT la.TINr SN% Tb 1.:4 (W.J. o.O.r inc.) CRus/Nfo Suamcmo TOP COLLATE C COMPACTED DIPTh (W.S.D.O.r STEC) DETAIL 11 SECTION- BOWDISH ( NO SCALEI 20' VAR41 na r. AC 2 laSPNALT CONCRlre Pa a' ['ter CLASS 'Br COMPACTED O[PTN , ASTIAIT CLWrfNr 14.4'l. TO 6 Y. ( MISoar inc.) C CRUSNED SUfTAC Ira TOP COUPS!, COMPACTED Of PTA (WS OOr DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 'Top of c.r*h berm (]'•its .1 lop) coar•d with yrsss - sod t11 5Iopa, m;n. / 311 Slopa, max. From top of 1otrm to Doltow of sw.St MIDILOME 8TH ADD. DRAINAGE DETAILS El ROAD Eµ ; ;iny 2 30' VAPIT LA e 45 SIDE: 5od - > . • . ` DRalrlu Jwa(L Tao a SOD fwAL( ARCA r• l! JOAIH• Sr (ACM MEW Bu2NS. R /W I' nor A' PORrt awl CCMLNT COACRETI CuRR. SPOaANC ' CDLNTr STRNARRO New NAN 13' 5--. to' )tf � �a�71r II 3:t 51opc,m..t. . - 1:1 Slopa,n:n. DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE tno 5.S LSI ■-c Nana.' 194 ti' , impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVE TORS N.909 ARGONNE ROAD SPOKANE, WA 99211 Po 726 -1777 G.Her 1i.t TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ICY 13 0 IT/PT Ctnt nt Contrite Driveway DETAIL "F11 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drlue an y 4 Curb Opea■ay Varlet 1 DETAIL NH11 L Ori tways,6' Curb Open■nye, B' TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE t s 13 I 'I , 0 &5 1.5 W T p o4 Orivew.y I 4 I �-0 rr� 00333 / /PT i ' o.oml I rC /5 r o q „ r ii DETAIL "E" 4 R/w Ner,n.l Swale start e OSMI01 001611'1 r%IO61ee�� 3 Transition 0 1 16. Sw•1! Bsort.. Cu f b STA. 4t30 TO STA. 5.05, 38TH AVE., Left LOT 5, BLOCK 1 DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 13 E et Aaal P ar . r� �^ Tle ramior mtr clot c.rb r ven! t a I MOTE: Electrical Power Tr.ntfxwer• th.1t be a w .inun e4 10 flat 4r•.,. drywalls. MIDILOME 8TH ADD. DRAINAGE DETAILS • 4dee p curb cut 3 C C u rb Swett 3ott•T 1:1 St.pa,min, / 3: I Slept, vnan. 4re.ntop !f driveway to bottn .1 sw.4 Concrttc Are. for length of curb tut (end 3 wide a4'ihicI.) rr�aaww • wwsrntsar Curb Curbf� V.r'ea I • T a.— Atph.lt —lr�y ` S1opt 5,444 J DETAIL: CURB INLET, TYPE 1 T ' • DETAIL "G" DETAIL "J" ! 51oya it:1 p.0n.l Down from Gutter ▪ LEascnent • 4 a e • Qsw.e ▪ T 1 1 Paw tint -tt 1 Electrie•l ?ewer 1 -1 'Tr•nrior net I i fa3 I �Genc C.rb ~ L-- Strt.i (Aspb.M f'nened)Th..._ renpM 1946 S impson Engineers, Inc. CIVIL ENGINEERS le LAND SURVEYORS N.909 ARGONNE ROAD Srn<A,Ir. WA 99717 PH 925 -1377 J _SCkat_C i"-= 7_O 1 PROPERTY 3 8 r � AVENUE Cv RS LIw1E LINE 85 Drua1 N,4a E E ASE FIEIAT 30 t3UILDIUC. SETBACK 85' MIDTCOME _NTH ADD. LOT— 4 BLOC K_- 2_____.__ is • 3, • D. e A N PLIgd6ti JUL 0 77 1993 city B r.,,,, r tun e.e 1948 RECEIVED NtY 2 6 1993 SPOKANE COUNTY ENGINEER S impson Engineers; Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPIK WA 99212 PH 976 -1377 la' 10 1o R/„ le' .IIC) AID _ • zalrin Gru AS,AAIr ca cRnf •AYCM(Nr CL Air t Cd MAAO[O NAT. PoRTLANO CIA+CNr C.NCACIC C4lf urn' tint". CONTINr fM% 7D 4:4% Slaw IArf CIUN7r S7ANIARD (W.S. D.D. r SICC.1 £AnrMY', PA.(MLNT END YIEW: �i J DETAIL "A" TYPICAL ROADWAY INO SCALE • L 5' —_o(l a Min DETAIL "C" YARIr F „ :I' m • 1d ti CROSNCO SURAICIND IDP Coo/ me G" CDM PACTCI DCPTN C W.5.0.0.7 770C.) DETAIL 11 TYPICAL SECTION- BOWDISH ROAD i I NO SCALE ) r f)SPNALr CDNCRCTC Parent!,/,' CIASJ B CO•1PAC TED OCPTN, , CONTfA? SL4 70 6Y 4 ( Wsoor_ Inc.) CRI lA2D SINTACINO TOP COURS(, COMPACTCD Of P r# (Wa DO 1PCC TIPICAL SECTION; BERM ACROSS DRAINAGE SHALE — NO SCALE Top of e.ttbb berm (3 at top) covered with 3ra.ss sod • 1 :151opa,m.n. /3:1 Slopa,me.a. from top of berm lo bottom of SWama. MIDILOME 8TH ADD. DRAINAGE DETAILS 25 • SECTION L S' _ojie a . L•41165 Kim ✓ARIlJ LY 6 1_J'L Ott I.a '7 Try( 'A POA,I ANI CTA4Cw C One 41 re C✓RS, SPOAA•5 C O✓N re STAA'Aann. 3.+u ORI W414 SWAL(. roe OP 100 CwALt 44(4 r. SC SoAat• O C•CN Ne•! BU /COLA. 3 :1 51opc ) T61. m C a >C,lk- SI DE: DETAIL 11 0", TYPICAL DRYWELL LOCATION NO SCALE I- Dr rw,ay 194 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARCOIINC ROAD SPOKANE. MA 99212 PR 976 -1377 Top Curb VI r Transittro TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE F • 0 T p eS Driveway 0 o 033 rt nt 13 — :IQift� 10 ,1 r. 13 F Electrical Pew': Trensfer,ers sb•U be a .ainlwm of 10 fleet frson drywene. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY DETAIL "F DETAIL "H" Q ' B.5 4 Lt — r1Ft. T 10' e.eees rr /rc Cc.aa4 Castrate Dri•w•y DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway t Curb Opening Verna Gutter line Li-or, cwey5, b' Curb Opcnings, B' i If• 13 1.5 5walt 3e1te, 1 3' �0 DETAIL "E" Transit ten Lrrb • NO SCALE • STA. •+30 TO STA. 5,05, 38Tw AVE. Left LOT 5, BLOCK . 1 DETAIL ,t I ,t ELECTRICAL. TRANSFORMER IN DRAINAGE SWALE Electrical Power Transformer 1 c l I 224.3 Dra . t Swale_ •T .. // Gone. curb Cranrnerrt 1 NOTE: MIDILOME 8TH ADD. DRAINAGE DETAILS 113 Hormel 5ws1e 51ope 1F5' rG deep,turb cat to O. olctO. p ,ew� t Cs Curb Swett Bett.n t:1 Slope, .nln. / 3 :1 Slept, n ote 'crown .4 driveway to belt., .S 'wets Q DETAIL 7G" Slept 12 n (min.l Do..n 'Croon Gutter C.oncrtte. Aprab fee length of curb tut Curb! 3 wide .4'41bct) .vw t rink wee�ew. CurbCurl b Cut. 1 Valet \ Asplult 7��y slept Brea.t DETAIL: CURB INLET, TYPE 1 DETAIL w J " d J i 0 Easement — Ct Swdem • 0./w line I I ftettric.l Power l i tee Tr ansfer,V 1 k—Cenc. Curb ~ Z— st (Asphalt Pave,ed) -� r,..e.e ,e.e S impson Engineers, Inc. CIVIL ENGINEERS &'LAND SURVEYORS 14.909 ARGONNE ROAD srv!Mlr, WA 99711 PH 979 -1377 N 4-10 I —• n lea I e ' ! j c 4 D' 5 / 38 ru CURB • LIME PRbF -ry L_1r.1E - RRAI NAGE tgSEMENT / _N11 c:..CO:.N1:E._8_ IS1 AD. _LOT _s :13 CIS_2._ p'- J V b �I Io$ • JUL4 7 - 1993 • ; cciALrince 5o. DEO : n.RTtl_BERH t7 RECEIVED I aP MAY 2 6 1993 IJ�cUR c _ oP Eh' IUc - COUNTY ENGINEER • / • Ca) SCALE.] ''' o . ra.e.e Int , S impson Engineers, Inc. Q01L ENGINEERS.& LAND SURVEYORS N.909 ARGONNE ROAD sPDRAN[, WA 99212 PH 976_IJ77 ( ID ' dicr 13' R/„ PoR1tas0 Cit.rwl C4MCR(T( Lisa Inn` SPON A.w( Cauwrr SLIMSARo LRIst AO- 1.,rnr7 DETAIL "A" TYPICAL ROADWAY (NO SCALE) 2 5 A SINALI C*MCRrr( PA✓(M(Mr CLAJI'Yd, 4 to MPACrra At -le A ire/air f4 alt COwr(nr .% rc6:4:4 Cw.J.D.o.r sere.) DETAIL 11 TYPICAL SECTION- BOWDISH ROAD ( NO SCALE 1 20 VARRS nn - n rrY 2` A2SPMACr COnCR(rt Pavement CLRSS 'B ( O.HPAC21O DEPT *, 4.5/49212 Cowrie JJ/7.. ro 6 SA 'L ( av$ORr , (nc.) i" CRIIJ NED SUMAC WO TOP COURJ(, Coa"PACflo DLP C Wi DO DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE N0 SCALE Top of carik bcrm (3'wida at top) covarad with 5roao sod END VIEW CRusr(D Sun/Wine too Count 4' Com PACrC1 D(PTN C W.5.D.O.7 SPEC.) 25 1'1 Stopa,min. /3:1 Siopa,ma.u. From top of barn /o bottom of swats MIDILOME 8TH ADD. DRAINAGE DETAILS 30 SECTION is' E.INInS 1./.1 Treat ' A • PORT) AMJ C(Mf(Mr COSCR[Ft CURS , WO /AMC COUMrr STgxafto. '7 '1 a`s >r 1 u DARWR tooled SOO SiAL( A4(4 re JC SaM(. fr (ACM Mae( 3incana. 3 :t Stopc • - Dry.eY r-••• nu VAR12524 ! {/. wrq.n 4771:111,24-......4; •.. ...a 4) ii 51opa,n5. SIDE : DETAIL " D1 TYPICAL DRYWELL LOCATION NO SCALE S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARCOIINE ROAD SPCWANf. WA 99212 PH 926 - 1377 r c l F �O rain.5c Sw.1c W NOTE: ' 13' TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE E M 10' 3 ' W Cewcnt Conerata Drivaw•y Dr'lve oe5 t , Curb Ope.ln5 3' DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE R 3 I '7 10 85 1.5 Top o f O rireway I 1 yoti �Fi Vrr+�l 0 00 3 3'1" rT 040t, l Ir4 rr� a b ` .O 111 curb e } It `Ce..crNa swdc 13o1 Cur Electrical Power Tr.nefermere 41..11 be. a mum of ID feet iron drywells. DETAIL "E" a/w B Norms% Swale. slope DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS to J D. Di 01 ft ®Y �0649111/M Gutter lina LLort eway5, 6' 7 Curb Opcnin5., 8' STA. 4 +30 TO STA. 5+05, 38tH AVE., Lsft LOT 5, BLOCK 1 DETAIL 11 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical u e.nafor ?s / / /Cone. Curb t MIDILOME 8TH ADD. DRAINAGE DETAILS Curb 113 G des p, curb tut C.ncrata Swale Batt.,n Curl. U { 51.pe,ml n. / 3 +1 Slope., ins*. 4rom top t4 drlrew. t. b•tt.n .f •w.4 Concrete. Apron f length of curb cut (and 3 a4'4 A At resoaeww r DETAIL "G" • Curb Ga Vet- et Atpl alt ttL N— Slott Braces DETAIL: CURB INLET, TYPE I DETAIL "J Slept t I (min.1 Dew,. 4rom Gutter ` E uc Sent d t 0 e- C Swale — r — — I 1 / J Rive Lint✓ Y ID Electric. Power I Tr.naieracr lib's' I l ._ Con. Curb el.— street (Aspblt Paree.uA)� 40,91•4 1046 S impson Engineers, Inc. CIVIL ENGINEERS le LAND SURVEYORS N.909 ARGONNE ROAD srev.A■E. WA 99712 PH 92P -1322 2)4 198.50 1MID :_.- B.TN_ADD. LOT _.BLOCK= S 'Ng) /. JUL Q 7( 1993 � / 1C9lty F�ter :' / arl � RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEE$ I fe.MM IYN Vimpson Engineers, Inc. CIVIL CNCWECHS k LANG SURVEYORS N.909 ARCONNC ROAO SPOHANr. WA 99212 . PN 916 -1327 I3 10 1 to rk. PO411-0/10 CBNItN r CoarRt rt Cat TTIt 'A' StDAAN( C.YMrr JTAN•RD fru floc. PA✓JMLN Ty END VIEW : -yr.i f a j DETAIL "A" TYPICAL ROADWAY (NO SCALE) 2 10' YANr(J ,,:, n 4. As,Ngnf CSVCRRI PA✓(MJMr CJAJI' 4' m.oACTtD Mors t JPNA1r CA'TMNP S4m14 tD 6:4% (W.1. 0.0.7 sflc.) CRUSN(O S✓PMCINO 70P Coast C COM PACrct P(P(N C ws.D.D.r s,&) DETAIL "B" TYPICAL SECTION- BOWDISH ROAD ( NO SCALE) I Zo • t' A SPNAfr CONCHA PartmCNT CLADS 'B COMPACTED OfPTN, RSPBAIT 51,4% ro 6T.% Dor. 'Ric.) G - CRtr.Neo SOVEACIN4 TOP COUR St, COMPACrro DIP TN (W4- tOT JPCC MIDILOME 8TH ADD. DRAINAGE DETAILS 25 DETAIL NC" T_ YPICAL SECTION: BERM ACROSS DRAINAGE SWALE No SCALE Top of corn. berm (3'44:4. tt top) Covtr•4 with Srast Sod 1)1 Slops, m.n. / 311 Slops, m.-a. From top of barn lo bottom of owtlt SECTION 25 1.141 ,5 141.4 NARKS 2Y_T_ • r•L SIDE: 13 RA, T rPC 'A' PORT( AMP Ct Men r CONC I71 CURB, SPJAA•C COON 22 STANDARD. 10 '1 � Icy r� ° I , J -u ORAIN4otJ1✓A[l TOPo2 300 r 'Att ARfa 7. AY 50•04 lr :ACM NRMt BU /C044. 11 t.4 RAN 5 - -`- C 1 0' I IJ r DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE �`Oryrt4 - - - J rounded 19 44 S impson Engineers, Inc. CIVIL ENGNEERS & LAND SURVEYORS N.909 ARCONNE ROAD SPOKANE. .A 99212 Pm 926 -1777 to Curb ` °I 1 F 1rensition 13 yr, Top c Driveway • ^ . 0 0933 r9 f rt Gutter Ilae� 1. E e W TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE DETAIL ID' 13 0813 rr /rt. Ceseat Concrete DArew•y DETAIL 11 Verist 1 L Dri twass, - Curb °penin3e,8' TYPICAL SECTION : DRAINAGE SWALE, A &5 10 1.5 r c /oralnt5c sale. W� 1/ � NOTE: Elect rical Power Trsnef.reler• 01.11 be s •n'ini.luv of 104 est fro., dryaene - T Sw.le Bort.,n � DETAIL " E 3' Transition 4' WIDE R/w 6.5 Normal 5%e t Slope. CoIGI ft Swett Bottom DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway i , Curb opening 1:l St•pe,w.in. /3:1 Step., m ea. 4row. top of drlvev.y le b•tt..1 .4 east. \ --Co arb to C arb - r STA. 4 +30 TO STA. 5•05, 38TH AVE., Left LOT 5, BLOCK 1 DETAIL I ELECTRICAL TRANSFORMER IN DRAINAGE SWALE lo' 13' Electrical Peer Tranefor mar Cent. Curb fie-Pavement MIDILOME 8TH ADD. DRAINAGE DETAILS G d p, ter b eat � c Curb Carb DETAIL "G" Slope 1211 (tatn.l f Pown fro.. Gutter Concrete Aprea for length of curb out (sane 3 wide .4 • �ses>M..a v�wzrw.eaw Curb Ca I V � 'ce '� I I v y (.,Asphalt —U \y 1L Slept Breaks DETAIL "J" DETAIL: CURB INLET, TYPE 1 • L E aeewent 6. C t Svialea I , 1_int -I Electrical Power . o', Trans farmer • i CConc Curb e l-- Street (Asphall Pacicac.d) ramrod 1916 'Sr impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD 5rnomr, WA 99712 PH,976 -1377 _SCALE I =20 fl tj?LE ¢RI L OP. v4 JELL - 5P -OE. G2ATE._ZO 11 Le _... 4-.',.17 C •" 0 i 6 v1\- / / / ��T O Q P \: PC ° -71 _ CUP .OPENIIJG. MID:L:COL E._._ 8T'H.:ADD LOT =� BLOCI < =2 s ncetk JUL G 7 196'3 (>1lIrty intinccn EIVED MAY:2 6 1993 SPOKANE COUNTY ENGINEER rmowed ,ru 4 impson Engineers, Inc. CINL CNONEERS k LAND SURVEYORS N.909. ARGONNE ROAD SPGM ARf. WA 99212 PH 926 -1377 0 I7 PoATLAND C(N(YT CYNCR(T( Cute TTP('A' SNON awe CYm'tr STANMRO tS/J rMc PA YAM(N r END VIEW: RAJ DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) IA' 1S 10' 10 r I •A orlt nn. 2 5 AS(NA[T CarIGH 7( PAY(MCNT CLAJI ° B, A - Ca MPACTtS P(ITN A S PNA/7 Cav n(NT 5 4..% TO 6 k (IAA'. D.O. r SP(C. CRUSH(?) S✓RARC /NO TOP COUPS( C Cover PACr(A O! /!N CW. S.D.O.f WC.) DETAIL "8 TYPICAL SECTION- BOWDISH ROAD µ w ^ 5 ( NO SCALE VA/2111 I,:l' n /C .2' (J SPNAL7 CONE ROTC PAY(M(NT CLASS .S COMPAC TIP DCPIN . ASPNALT Cowrie? J24% TO 6 Y.% CYJ Dar inc.) A" CRUD R(a SON /WC/NO rap COUPS!, COMPACI[O DEP TN ( WOOD JPCC 1t1 51opt,m.n. /Su1 Slope, max. From top of btrvn to bottow of sr.Jt MIDILOME 8TH ADD. DRAINAGE DETAILS 25 vAR ICS T4 c ♦.S- DETAIL "C" TYPICAL SECTION: BERM ACROSS DR SWALE NO SCALE Top of ca.r11h berm (3r4i1a .1 toy) covar•d with 3rots sod 25' A-.0 • ORAWR(AJIVAL(• MP 0/ 2D0 AWALC AREA AA Al SORN• Sr (ACM NAM( BU /GNR. 1.5 7/Pt 'A' POPT( RNA C(M(N CONCRert G✓RS, SP0.4A 4/4 C OLIN S7PNAARO. SIDE: Nlv RAv DETAIL N Ds: TYPICAL DRYWELL LOCATION NO SCALE j ��Orsau , r.vmr 111.4 S impson Engineers, Inc. CIVIL ENGINEERS le LAND SURvEYORS N.909 ARGONNE ROAD SP&(Anr. WA 99212 PH 926 -1377 Toy C. V. V -. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE Cew.ent C oncrata Dr;vawas DETAIL " 13 DETAIL "E" R/w DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drnoewey 4 Carb Dpa.;n5 • S F Tr..liHon � Trans ion - Werles Eat er I;ntJ lo' LI -Dr% coneys, 4 Garb Opcn;nys, B DETAIL "H" TYPICAL SECTION : DRAINAGE SWALE , 4 WIDE n to 8-5 1.5 Top of Dritew.y1 d 4 1 ,-0 , „e 0015!! ft /VT ,. not,., Ircfrr l F \ r ' r ,• `Confr eta Sam le Banns Ce b STA. 4 +30 TO STA. 5.05, 38tH AVE., Litt LOT 5, BLOCK 1 DETAIL " I " ELECTRICAL TRANSFORMER IN DRAINAGE SWALE It' l' 13' 1 Transfer ttirlt velar zS' 4 - ° - yr. Swale ? -� Conc. Curb dr- , K _ / fear 'newt W I -Ct — I NOTE% Uttar ice% Power Tr.nsforntrs • shall be o onlnlnlan of ID feat {rot drywalls. MIDILOME 8TH ADD. DRAINAGE DETAILS r eciter, tack tat Connate Belt Curs 5wwlc on I.%Stopaman./ '.1 Slepe, wlwo. 4rbwltop of drlvtwey to bottom of sweat 10 DETAIL "G" Concrete Apron -f len¢h of carb cat (end 3.Adt . 4'thicr.)A DETAIL HJ" Slept 12+1 (r.ln) i f D•w., iron. Geller Cars tare Car I aor es \\ 1 j 1 sa J pa 15...14 ` DETAIL: CURB INLET, TYPE 1 Eesewen* fen.e,e I240 r Sw+l.. - ft/w L;ne J Electr;a.l Power I Tri •for.tr I 'Cenc. Cerb a Th.-- Street (Asphalt Pwveoead) Vimpson Engineers, Inc. CIVIL LNCINECRS k LAND SURVEYORS N.909 ARCONNE ROAD `.Prn.AHr. WA 99712 PH 976 -1777 9 _ SCALE I E_20 0 c • Q 80. 8 --� s0Tf3 pyK 30' �U%LDIN� Qp% NA 4 E EA`JM 1Gp. PfLOP 1NE BATES oR■\/ MI DILOME 8TH ADD.. LO37= 8 =Z_ r r 0 ?Ili • JUL 071993 Coirty Eti,neertn ' fytlN PY S impson Engineers, inc. CPL ENGINEERS & LAND SURVEYORS' N.909 ARGONNE ROAO SPOAArd WA 99212 Pit 926 -1377 /R .11e7 nir . t l i'�/.y 13 END VIEW: Rh/ Cl /S r/1( "Inns 7' /o Pof rLINO ' C(M(Y I CCNCR(I( COS VW 'S ' SPOaaa( Cw.wpp S/A,Y(4R0 TYPICAL 25' DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) �• _. one nil. ASFNAIr CMNCRIT( PAv(M(Nr CIAJI'i, J COMPAC /CO nor. 113...4 CON I(Nr 5.100% ro 6:4% 0.0.r J•1C.1 CRUSHED S✓R#MCIN• TOP COURSC C COIN PAc Tie PIPER C w I.D.O. r l /CC. ) DETAIL "El" SECTION- BOWDISH ROAD ( NO SCALE) 20 yAPRF El re /17 ASPNALr CoNC RC TC Pa r(MCNT CL RS '8 CORIPACT(D DEPTH , ASP(AIT CDVre/1r S24% ro 67.A C IVSDOr. SPIC.) G� C Pus N(D Sag IOC /ND TOP COUAJ(, Co,,ncTlo OCPTo/ ( wi Do aft 1 1.1 51opa,mwn. /3.1 Slopa,m..u. from top et barn, 10 bottom of swsla MIDILOME 8TH ADD. DRAINAGE DETAILS 25 30 DETAIL "C" T YPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of ca?1k bcrm 13'w;da st top) covar•d with arose sod 13 IS /0 KIw VARIES t'! To 4,5% at 't TrP( • A'PoR Aft, CA CORCt( C OAS, SPOa'Q c COUNrr STANOaRD. SIDE: ID - 11 - I Ici r,nr 1 (w.t DNA IN4CA SIVA L(' TOPOP 300 £WALL At(4 re Jr Soao(( Jr CALM NeARZ Su /LOCK. Nt„ • • NAr 3: 51opc,maa. 31 1:1 Stopa,n:n. DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE ta... 194 Simpson Engineers, Inc. CIVIL [HURLERS & LANG SURVEYORS 8.909 ARCOrDIE ROAD SP(kunr. WA 99712 PR 976 -1377 Top Curb Ctat *t C G,.Her Itne� TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 13 U 0 0 8113 FT /pit f r /G dee P, ewrb cet Nernst Swat / t slopt-. colt:, DETAIL I I 10' • Driveway DETAIL HFH DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drveway * , Curb Dpenta3 ti r; 1 S Transit on I o� I 1 I Li - Drl *ways, Curb Opt.;ny. TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE WI to 13 ft/.J & l 1 .5 111 Top of Drivew.y 4 I 00033 PI /I' - oolcl Fr/F 0.113* F\ .e � _ /r\ °td �C .ttt Swale Button Curb DETAIL "E" 0.5 STA. 4.30 TO STA. 5.05, 513TH AVE., Loft LOT 5, BLOCK 1 DETAIL I ELECTRICAL TRANSFORMER IN DRAINAGE SWALE I lo' lo' 1 13 r ? .3' E Dramas& Swat .. / / /c ant. Curb �` r . Want w I INOTE : Elcetrie.l Power Tra..far.,t,s shall bt . n n;nun of 10 ter% 4r. dryrells. Ele Attica; Power Tr MIDILOME 8TH ADD. DRAINAGE DETAILS Jti Concrete Cwb Swale Bott,n . 1:1 St.pt.nta. / 3:1 Slept,nwr. 4rontop .i drtrewty is batten .f *taste Concrete Apron fer length et curb tut &\.S 3 wok a4 th;ct) s , d n — aresa.— Curb 113 DETAIL "6" Curb Cur 1 l i A.phelt - L \j sl.pi snag J DETAIL: CURB INLET, TYPE f DETAIL "J" SIopt in (nt.0 Down 4ron Butttt R `E UCwent d T t \ / t ' alw I Electrte•; Power 1 Tramiernv l i t 1 t--Cenc. Curb ~ l-- Street ( A.p1u1t P.eenee.) -� rounded Iae Vimpson Engineers, Inc. Chid ENGINEERS At LAND SURVEYORS N.909 ARGONNI: ROAD SRrw,ANr, WA 99717 PH :926 -1377 0 0 N 0 0 w 7 J 5' < ZS f -4 -15- 1 In 7 J m CI- 0 e W 7- 7 • 4 tt 0 25 15 H 2s—L.- RECEIVED MAY 6 199 SPOKANE CaLINTY ENGINEe3 1 z 0 J L. 94.13 t 30' DRAT NAG.E E ASE1 -t EkIT _ m PRoPEv_TY LINE 72.92 cuP.a LIME 13A y DR1 M 1.D I L01 1 E L U4 D.._LO_ : 9_SL C_K.:2 _ JUL 0 71993 • Runty EngincErt • 16' • • A N 1 ;g 1 _S CAL. E_LE 20 Ipunted 19 impson Engineers, Inc. CIVIL ENGINEERS le LAND SURVEYORS N.909 ARGONNE ROAD SPNRANI". WA 99212 Pn ,92R -327 b IA' .r,c'nl = .1I .71-1 t,- J iota • PoRrt•MD cr..ga.rcaatAir! CUCt 71P1'R' SPw A.Mt Cwarr STANJ•RO Rh.; LtIJTIMO PA✓LmtN T7 END VIEW: TYPICAL f DETAIL "A" TYPICAL ROADWAY (NO SCALE) 15 TAR AJPRALr CoNcRRt PA✓(mf,r CAAA "Y, a B(PTM 4JPMA1T CAVTtNP sN% To 4:4:4 (✓. f. B.O.r sPJC.) DETAIL NC" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of carth bcrm (3 at top) CoVttad with Vota sod 2 Q SPMALr CORCR(TC PA✓eMCNr CLASS 'B C O M PAC Teo OC RTM , RS PZAL T C AMrCNr S44% TO 6/. 2 CWSOOr, inc./ L� CRUJMCO SURAOC MPG TOP COURSE, COMPRC710 DC P rN (w! DO r SPlc CRuSMtO S✓RrwCINO TOP Co✓RJL C COM PACTLI Otrri C SP6C.) DETAIL "871 SECTION- BOWDISH ( NO SCALEI 20 \:1 51opt, mina / 3:1 51opa, moat. from top of bcrm to bottom of 6wa14. MIDILOME 8TH ADD. DRAINAGE DETAILS 25 ROAD SECTION Ls le Io . EL6.1■ny Kitt VAR ICS lA a 4.5% S IDE : L TYPE 'A - PORT( ANt C4 .l Q r CONCRETt CURB, S•OAANC CO✓•rr STAMAAAO $ Swat( h.'AU• IOP JLV SOD Swat( ARIA r• 21 sosoo Sr LRCM MOML BwtMR New RA./ ID ,r666/ 116 3 :t Stops., matt. F 3 i _NY 1:1 Slopt,n:t. DETAIL . TYPICAL DRYWELL LOCATION NO SCALE . 1 /DT3 - e o S impson Engineers, Inc. CIVIL ENGINEERS R LAND SURVEYORS 71.909 ARGON NE ROAD SPDK ARE, WA 99112 PR 925 -1777 AIMS t al r • a W "fop of Driveway "7Anwrn_� o ea33 .z i rT Q.t. FTC 13 Ceseat C 13' TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY , NO SCALE f Gat tr Unto. 10' 1 3 to Driveway DETAIL ,9F,r Teen DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway f , Curb Dpenlny DETAIL "H" R 10 4 oolGl Ir rife �� W ora, syeSwale I - -- -- I NOTE: w Electrical Poer Transformers shall be. s .nlninun of ID fe.t {ran drywells. T Swale 501-tow "E" m ♦ 00,41 TT L S w ett Bottom ,, 1:\ 51.paoin. /3 1 5 \opa,nae. {row top of drivtway to loottain await 3' Traweit ion L ori twa Garb Openings , B TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE R/w 'sc o t.ir '• `Co„crctc Garb 6.5' Normal Swale Stowe. u - r STA. 4 +30 TO STA. 5 38TH AVE., L•ft LOT 5, BLOCK 1 DETAIL „ I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE T Elec. TR cal P.we.r Trans—Termer Cane. Carb MIDILOME 8TH ADD. DRAINAGE DETAILS t 0 IFS G elee p, curb eat 1=1111•1■111•11 C Q. r DETAIL r,G" 51opa iz a fm�nd Dever from Gutter Concrctt Apron 4or length of earb cut (and 3 wide e4•1hick) A a IBM awwr nw.ssrawis Curb ICt.rbCst1 vtr eS I I c — Asphal -j I T .—Stare ereal'a J DETAIL: CURB INLET, TYPE DETAIL "J" onJM 19b C r E ase,oent ee Swe4\ T F/w Line ectrie.l Power LLL.._ ytee�' ElTi.ansfer.er 1 t--Cont Curb Street (Asp%aN Pavcne.,.t) -�� 5 ;mpson Engineers, Inc. CIVIL ENGINEERS rc LAND !SURVEYORS N.909 ARGONNI: ROAD mrwANr. WA 99717 PH 975 -1777 0 0 519c,t c • TOP oFG ! F CU 2 P.2LDR:M /EL1 'ATE_Zpl 9 [3__0 REM 1 NC 25� SCALE I" =70 LI z J co ti 3 0 V F m 0 2. BATES 1' D21V- cup.. t` PROPERTY LIN 30 BOILOIUG, SETE3 AG.K /7.44, 13' WIDE DRAINAGE E4s E M ENT RECEIVED M oY 2 0 1993 SPOKANE COUNT( ENGINEER M1D1LOME BTU ADD. LOT- I 4[0. 13 LI ?OM 11a:tie /Lid JUL 0 71993_ n . -10' -' O 0 • Lt Z rwads Ito y' impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS 1,909 AROONNE ROAD 9POIt ANI', WA 99212' PR 929 -1372 , aru PORTLAND C(NItNT CONCRIT( Cu(t Mat :0' SAM'A..0 Count' STANAARD tt /arm(. Partmt * END VIEW: DETAIL "A" TYPICAL ROADWAY (NO SCALE) 1 1 1D .0278 ern, DETAIL 11 C" ASTNRLr CawCRO( PAremtNr CLAJI ° B7 t camPAO[O Arno AJPNA,r CONT(Nr s4,.% TO 6•4:4 (w. J. D.D.7 inc.) CRUSNCD SvRA4C,Nc TtP Co tsr COm PACTCA OCP/N C W.5.0.0. r DIED.) DETAIL "6" TYPICAL SECTION- BOWDISH ROAD E (NO SCALE) 20 y01 NS N:S t, ,c,' • e aSPNAIr CONCRCTC PATE/AI CLASS '21 COmPACT(D OCPTN , AS //ALT Camrewr 524% TO Y % ( WStor. SP0c.) G - CRUSNCD SuRFACNIL TOP COURJ(, C0WPACTCD DIP Ts ( WSOOT JP(C MIDILOME 8TH ADD. DRAINAGE DETAILS 25 30' TYPIC4I. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of tarty bcrm (3'wida a1 top) Conrad with 3rasa God VARIC5 22 re .5 1.1 Slope,min./ 3U Slops rno„,<. from top of btrm to bottom of 5wala SECTION 2S R/w s ,0 e•i•r,n9 Kim SIDE: rrPt - A" POArt RAU CCme.Ar CONCRE Tt Cu.', SPOw9.vC CODNII STANDARD. Na • RAW ,D • Sr../ DRRWACLJNAL(' r0/ W 100 SwALC ARIA TA 21 SOAonA AT CAIN Name BU2otA. I.0-Dr y .N1 DETAIL 1 0' TYPICAL DRYWELL LOCATION NO SCALE ■ /.,mw uu 1 - • Simpson Engineers, Inc. COAL INDUCERS IL LAND SURVEYORS N.909 ARGONNE ROAD SPPA Art, WA 99717 PR 926 -1777 Top Curb UI 4 ,. Gutter 11ne 10 15 Top of Driveway 0 0833 r1 rot Ce .t .1 C TYPICAL. SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE F V 4 f w 10' o. 0433 r1 /IT. Or'neway DETAIL "F DETAIL - TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway t Curb Open1n5 3 3 Transition Trensit ion - Ver',es 1 DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE 115 L Drt eways, Curb Openings, 7 13 9i/ /sT r `7 ' D- ; i.le a - Concrete SwJe B.tt... Curb DETAIL 11 1" DETAIL "E" y D AI* 9 Swale Bottom' • 9t T STA. 44 TO STA. 54.05, 3874 AVE., Loft LOT 5, BLOCK 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE l0' 13' C ▪ I E /Orainyc S w.IL. Holt: Electrical crow Transfor.lere eha11 be s vn,•lwun of 10 feat ir.., drywalls. 1:% Slape,.nln. / 3' Siepe,ne*. frown fop of driveway fe bat\•w of ante Clectrica% rower Transferwter ? c � ent. Curb OL / •PuvcnaM Ir MIDILOME 6TH ADD. DRAINAGE DETAILS Curb 0 n 113 I �5 r G deep,turb tat N.r.aJ Swett store oo1Gt f 1. " " - . . - " " - - C •n rata Curl. DETAIL "G" Concrete Apron for length of curb cut (nod 3 wide a4 A kL • e. OHL �.osaoww _ v.srv. Curb Got 1 � V.r ts '� 1 I 7 1.- Aspwalt Slop• tIreatts J DETAIL: CURB INLET, TYPE 1 DETAIL "J" Slope 1:1 (.a1n.1 Vow.. fro.. Gutter 4- • I L 4— E.44.1.e144e114 e L e r G ` SWde, Sv t t / 1 0./w line -/ r 0- Electrical Power I i te7� I LJ Tr.n•fer war 1 L eant. Curb ~ Streef ( Asphalt Pe¢eeM) rave901940 1 Vimpson Engineers, Inc. CIt1L ENGINEERS te LAND SURVEYORS N.909 ARGONNE ROAD SPrc!AHr, 194 99717 PH 975 -9377 ,PROPERTY' LIME CVP.f3 LINE 10/x.03 C `kt tt JUL 0.7 1993. CantT Cn?jp. err;. 1 :. EAL E I = ZO MAY 2 6 1993 SPOKANE COUNTY ENGINEER BATES DRIVE I n M = MJDLLONIE 8TEL LOT=2 BLOCK S impson Engiiteers, Inc. CINI. ENGINEERS & LANG SURVEYORS 14.909 ARCCNNC ROAD SPONANf, WA 99212 PH 926 -137 DETAIL "A" - TYPICAL ROADWAY INO SCALE) / .ot re I /O' N — 13 R/w CIIJrI.W PArZm1N L..• PoRTLAw. (!MINT CawCR(Tf CO I& Unit SPDNAa.( Cou✓Tr STANARRD TYPICAL : 2 5' la' A SFRALT CavCRRt PAr(N,INT CLAJI `a; CCOMPACT(O OIPre A JP ✓aLT Co•Tfnr 54..% 7t 674t4 (W. J. D.O.r inc.) CRUSM(D SURAKIN• TOP COORS! C COm PACTCI D(PTM (W.3.D.o.r JAY.) DETAIL "8" SECTION- BOWDISH ( NO SCALE) • 20 • 2 RS near CoNcR(Tc PAr(M(Nr CLASS S COMPACTIO O(PTM , AJP/ALT Cava.? SU % TO 624-% (wJDor, SPec.) L" CRUIwf0 SLNrACI✓O TOP COUR it, COMPACTJA DE PTM (WJOOT 1PCC ) ROAD 3 DETAIL ."C TyFIC4I. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of tarT berm (3'wida at top) Cows)) with 3r611e Sod T rult END VIEW : 1.1 51opt, m.n. / 3.1 51opt, m..*. From top o4 berm to bottom of Simla MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION Le' Er.:Nin9 klw RA.; Io' 10 ' DRAIMICSJIVALZ ' 14P Lv SOD SWALE Al4A ro Al SDAOt• OT • (ACM Ni Nt a✓/eDCR. NW RAW 5.W T/P( 'A PORrt Rwi CLM(Nr CONCR(TL C✓RS, SPCA ANC CO✓wrr STRNDAAD. DETAIL "07 TYPICAL DRYWELL LOCATION NO SCALE 1 I�Dr�.a4 I.-aw 94 S impson Engineers, Inc. CIVIL CNGNEIRS k LAND SURVEYORS N.909 ARCONJNE ROAD SPIY(ANr, wA 99212 Pn 926 -1377 e W 10' °.oe.s 147./1474 Cement Concrete Drnaw•y DETAIL 11 F" Drlvtwey * Curb Dpenny 13 JJ Gutter 1;nt V L LDr■ tw.ys, b' Curb Openln5s, DETAIL 11 H" DETAIL TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 3' TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE sl L I r aD Top oP Driveway o B33/ 13 lo' 1 13 r c [ �Orunye $w. WI NOTE: Eltetr;cal Power Tra...4erntr• sham be e. m'.;wum of 10 cot iro drywalls. 7 8.5 4 — ooloi I7r 7147. e .,f , \ --Concrete ate �Swalt Sot DETAIL II K Normal 'woke Slope . m o. o1G7 f *. Curb Aiwa NO SCALE 8 STA. 4t30 TO STA. 5.05, 3BtK AVE., L•tt LOT S, BLOCK 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 7' Swale Both... 111 51.pa,min. / 3 e 51.p, n... n {rods top .t drlvew a to b.tt. .S Power . at /'� Elean r lc.1 -/ Trans- Cot �/ / Conc. Curb / /Psra.nan* MIDILOME 8TH ADD. DRAINAGE DETAILS Curb G deep,errb cut C Curb 1B Concrete Apron 4.r length of curb cut (and 3 wade . 4 . 411ke) .dig g s�a�aaw>r DETAIL "G" 51ope 12:1 r Dow. 4ro.n Gutter Curb Cut I .,,A� / Ve~ \\ Sbpe 8raab DETAIL: CURB INLET, TYPE 1 f DETAIL "..1" 1 tended 1144 E *semen* SWale-- 1�{� —� ales Lint./ I I 1 £Iectr cel Power IIIL..JJJ�, Tren.i.rwer 1 C.Conc. Curb Street (f..pb.N Pa.twe..l)� ' impson Engineers, Inc. GPAL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 9 PH 929 -1727 SCALE_J" =ZO . RECEIVED MAY 2 6 1993 INI I.D I LON1E . 8TR. ADD, LOT- 3 PAA A LICr. IN I T ENGINEER- I4F It wr I ' S impson Engineers, Inc. CIVIL ENGINEERS k LANG SURVEYORS N.909 ARGONNE ROAO SPOKArNr, WA 99212 PH 91( -1377 11GT lo• n • ar.A END VIEW: — ,.not. PoArtaNn ClogIr r Cotentin CORO TTPI:O' Slow' awl. Cowin. SUNMAO CAli rmo PA rtMIN T- DETAIL "A" TYPICAL ROADWAY (NO SCALE) 4- 25 Lo •1'' J• _ .one n•r A SP/Mir CawCRATt PAYLMlNr Lt AJYa a'Co MPAcrla Oepr< AJPNAIr Ca.rtwr 14.4 rb 4)4:4 ( f. D.O. r son.) CRU3MC0 SuaA•c/N4 TOP CoWML C CoM PACTC• eeprd C W..5.0.0.r Jeff..) DETAIL 11 TYPICAL SECTION- BOWDISH ROAD ( NO SCALEI I 20 YAg)Ci •. r TiSPNRLT CONCRITr PAYCML'NT CLASS B COs,PACTLO DEPTH • A3PYAlr corirtAir Jv.% TO 6 Ya % (a/SDOr JPIC.) L" CRUimf0 Sarnoc,w0 Tor COURSC COMPACrfa DEP TA' (Wi DOT net ) MIDILOME 8TH ADD. DRAINAGE DETAILS 25 l l 5Iopt,min. /3;1 Slopa F ro.• top of berm 10 bottom of Swale 30' . DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE Na SCALE Top of earth berm (3 • w∎da at top) covarad with 5raan a SECTION 15' la' Or VAR ICSt'< T_4.5,4 '•` 1.5 N/W a•zf� + T..i % Y J u � DRAW4OL JIVALe ror Or 300 {WALL ARE4 r• it 3OSD1• IT :POI NC41L 8u,Cat <. 1 TTPC E T PO C U S, C 044vC COACT f T! GUAa�SPOe <wC C Ovid Tr STANOAAD. SIDE: 1f 4 T0fif� lj —�'� ID DETAIL " 0. TYPICAL DRYWELL LOCATION NO SCALE I ,—DryotY - - --J Vimpson Engineers, Inc. CIVIL ENGINEERS le LANG SURVEYORS N.909 AR00NNE ROAO SPDUNr. WA 99212 PM 926 -1377 Top carb� rivovort runt V I r 1 i W � Top of 93 Driveway o B'y rt /FT Ce.tot C . Driveway 15 10 DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drlvcway 0 Curb oper, • • 3 ^ 3 ' Gaiter live -/ r 0.0653 r - Vries ew.5, Co Curb Opcnlnse, B' DETAIL "H" -- -- -- TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE R .5 o‘cl Irtir1 7 STA. 4t30 TO STA. 5.05, 38TH AVE., Left LOT 5, BLOCK 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE lo' lo' 13' 7' Dr al.ye Swale. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE HDTE: Electri Power Tr.nsfarners e11•11 be . on nl.ean of 10 fcet iro drywen5. 10' 13 I It _ - - m r nmc p+ tL Dr i L Swale Bellow DETAIL I1. DETAIL "E" 1.5 y R9X1 9.5 Norn.% style slope ._. Swale Bett..n Electrical r.., 4or wrier ecnsfor nar / / Cone.. [orb / ,/Pave.naM t IF MIDILOME 8TH ADD. DRAINAGE DETAILS 1B 4 deep,carb cut 11110111•1e 1:1 Stops...Vv. /5'11 Slepa,w.ae. Srow top of driveway to bat-even of Swale DETAIL 11 Tra,•Hion N1/4 .-Covcreta Garb Slope. 2:1 (.rind Down {row. 6te tar Conerala Apron Ter length of cwrb cut (and 3 .46e a 4 . Aii a . • 1 ee .n�asnnr er.awesMao. curb Icarb L.f 1 -.c V.r es � 1 T 1 C._ Asph.l +-L� 1 I J 51.pe 8ra.ks J DETAIL: CURB INLET, TYPE 1 DETAIL 1.311 Ct Svae, T Line -r r Elecfrieal ?ewer 111�� 1740.3. Tr.neferner c.rb street (nsphaH Pavewu.t,)� S impson Engineers, Inc. CIVIL ENGINEERS le LAND SURVEYORS N.909 ARGONNE ROAD SPD✓.ANE. WA 99212 PH, 926 -1377 Elti:t •!a. JUL 0 71993 6e1!rm w C 3 Pvg) eP 0 SCALE 1 = - "NUDILOI"IE STN ADD..LOT -/- B OCK -3 / / / i / RECEIVED MAY 2 6 1993 i SPOKANE COUNTY ENGINEER made. IW ti impson Engineers, Inc. CINL CNCINIARS & LAND SURVETORS N.909 ARGOINNE ROAD SPNA Jr. WA 99212 Pn 926 -1322 ,b• /e ' IS /o' ,3 i"o —14 � � ♦ I V n b9 -- .. Sri.* PORTLAND CIN9tNT CONUfrf Ca( TrPIO' SAfA •.vf COYNTr STANMRO C /IS r /MG PATLMCNT7 • END YIEW R/., DETAIL 11A11 TYPICAL ROADWAY (NO SCALE) SS 03 �_oxre min R SIIAIr CaYCRITt PRnzMINr [IAJI`i,l COMIACTLO OtIre RJPNA /r CONrtNI 14.% lb 4:4 (IV.J. D.O. r enc.) CRt's to SURIAC,NG TOP Coast . COM PACTCI OtPTN C W..3.0.0. f SP6. ) DETAIL 11 TYPICAL SECTION- BOWDISH ROAD 4 ( NO SCALE ) 2D VA11CI Y:J t• ,C1 E • 2 - A sPNAtr [OAKRCTC PAyrMCNr [CR33 'B CO AlPACT OCPTN , Rjfr4CT CnvrfNT SL % TO 6 Y.% ( WSOor_ inc.) ... - C CRUJNCO SUR24C INO TOP COUR!!, COMPAC1t0 DE PrN (WS Do net 25 DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE lop of c.rth berm (3 of top) Covarad with von God l 51opa,mm./ 3:1 51opc,mwa. F rom top of berm to bottom of swat'. MIDILOME 8TH ADD. DRAINAGE DETAILS _o_r,rn •v.r 30 SECTION FI2w R/w yaRIrS 1'< To a. TPPt 'A PORT[ ANI ClMCNr C °NCRtT! CURS, SPoaANC Couwrr STRNMAD. fC. R/0 day I ORIWIOLS 4L I 1 Of 300 1401 RIC re 41 SO•W • Sr LACY MOM[ Batumi. Rav RAv 10' 13 DETAIL "D TYPICAL DRYWELL LOCATION NO SCALE 9raM 94 S impson Engineers, Inc. CR L ENGINEERS 3: LAND SURVEYORS N.909 ARCOJNE ROAD SPOKANE. WA 99212 Pm 926 -1322 Top Curb DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS I Trearstien Ctweat C TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 1 n a WE • Driveway DETAIL "F" Drluewo. 0 w Curb Dpenln5 Gutter Il.e/ V aritt 1i DETAIL 11 It 34 10' 13 DETAIL N I N m 7 • Transition Li - Dr's tways,(t Curb Oper1u5s, B TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 13 I : Io B.S 13 Top of ooe r1 r Driveway t9 4 1 I yDS . 4• rr ) Do,G1 fr./ft o.l)t! rid O • , t ) o. ,• ..l• Coocr ttl Swine Sen.*, Curb STA. 4.30 TO STA. 5+05, 38tH AVE., L•ft LOT S, BLOCK i ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 0 10 ' F 13' 1' r E Ora. y e awlt �. an r (' ■ W I Tea ( NOTE: . Eltctr■••l Power Trans4nrnt than bt et .alu{nue of ID ;act 'Erne drywelte. DETAIL NEs1 R/w B.5' Norms% swle slept. CMG, ft 5wale Bett.,n - r MIDILOME 8TH ADD. DRAINAGE DETAILS 1:1 St.?* Of" / 3 51ept,ea.. 'frown top of drirewty to b•tt.n of sw44. Elec.rl cal Power Transformer / Gene.. Curb c ravewneM DETAIL "G" Concrete Apron 40,- Slop t :1 (•• length of curb cut � Dewn 4roe butter • at .4'1b:ct) - �wwtvawwww • t Concrete. Curb Garb IB G deep,eurb tat DETAIL: "r Cur r b Gwt / Vurr.tt ‘\ I / `shpt Breaks-) CURB INLET, TYPE DETAIL "J" J s • • E bstm amMM le wt 1 C Svitle1 `. f a/w Lint 1 I I I `� Electrle al Power .3' Transformer I Leone. Curb f Th.-- Street (5s0665 Paventnl) S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPnr,ANr WA 99712 PH1926 -1377 cL 1^i Lid �OUB�.E _. RL_.D /W. •. \ P.c, GrAT1=3 2010 JUL 071993 \ C ° F.4?•'E I,fZA ;VJAGGE� Poa _ 4 Ri 1 W n EL 2010'4\ --�- "� \\ E T 2 \ i1r'1 ►a`' _sc4L.c I =20 RECEIVED MAY261993 i SPOKANE COUNTY ENGINEER _LnDI LONIE-._8_TI ADD. _LOT= S_BLOCK -_.3 ruNY ,Y4 (Simpson Engineers, Inc. CIVIL LNOmLLRS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKAlt. WA 99212 Pe 926 -1377 T. 13' R /., 2 10 1 10 Id' PoRTLIRO Cl(+(rrco.cAtrl C4(I T,P/A S. aat C({A'Tr STRWMRD r(lJ rmO PA rzmiW r7 END VIEW : DETAIL "A" TYPICAL ROADWAY (NO SCALE) AJTt.1r CAVCRtrt Partin -or Ct 4Jl`Yj 1 c2MPRQ(O store AJPWAir CwTlAR S4.% re 6:4% I W.J. 0.0.r SP(C. ) CRUSM(D SURAK4W4 TOP Count J L [Om PACTCs OCPTR C W.S.O.O.( IPK.) DETAIL "6" TYPICAL SECTION- BOWDISH ROAD f ( NO SCALE 1 , H zo AR u:1 rrl' 2 asPM4Lr COWCRrTC PArdMrnr CIAS1 'B CDAiPacrlD DCPrW , RSP(Atr S.Y. %TO 6% 2 CWSDar JP(C - L" CRui Ada SUITlC iv& 70P COUfit, COMAncrra DEP (WJOOr JPCC ) • DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE No SCALE Top of t..rT bcrm (3 .t top) covar•d with yrasa sod MIDILOME 8TH ADD. DRAINAGE DETAILS ) 30 Ia or7a •v.r SECTION 2S RA,u 3 . L.i0liny k Rol • VAR ?5 1_L a 4.5 ari , •,• 3 TrPr • A • PORrt am) C(Mrwr CO.vCR(r( Cunt, SPO -AMC • COum rr STRNPARD. SI 10 5...•••• ORSW44r Jl✓Rll. too Or .sot Sweat ARIA r• t( Saaa,. Ir tacit Mom[ £ua.PLA. 10 3: Slopc,m..A. • 1 31 i 1 51opa,m;a. /3rl Slope, max. 1 ;1 51opa,n:n� from top of bcrm lo bottow of Swale. 10.0 avtl•a 1144 DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE _ I 5.$ I 5od • o r 1 l 1 i 1 I I /Dr swell I S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SIT/AMC WA 99217 PH 926 -1377 Top Curb VI DETAIL: TRANSITION IN CURB AT DRIVEWAYS ANO CURB OPENING LOCATIONS to CAUL* C Y DETAIL "F Driveway t , Curb Dpe•l•5 butter TYPICAL SECTION DRAINAGE SWALE- AND DRIVEWAY NO SCALE DETAIL "H" 13 � 10 Top of Driveway 003 r'1 / r1 Elte-tr {cal' Power Tramsferwers 96•11 be a. .n n:wuw •f ID fart trso. drsuells. 10 13 0..oBSa rr /rr Driveway -Vs.rits Or, eways, Curb Optnln5s, B TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE STA. 4 +30 TO STA. 5 +05 , 38T4 AVE., Lift DETAIL Normal Swale slops 3' Translfion R/w T� B.$ - r LOT 5, BLOCK 1 DETAIL I el ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical fewer Transform°. ` =a, sSe . Cans. Curb W _ NOTE: MIDILOME 8TH - ADD. DRAINAGE DETAILS 1B r G detr, curb cut C Swale Botf o.n Cur‘ 1 :1 51.pe,.nin./ 3 +1 Sbopa,.n[a. 4ro.a tee of dr,.eway to battaw of swats C- oncreit Apron f len9T of curb cut (snd 3 wi6c a 4'tnU.A.) DETAIL NGII 51epa 11:1 (.a1n1 Down 4ro.n butter Curb Curl uCut 1 Var er'es \\ I Aapl.alt "( e• .51ore Breaks— DETAIL e1 J " v 4 6- L randy 1940 DETAIL: CURB INLET, TYPE L E meweM 1 Swale, RN, Line—/ 1 1 £Itetricsl Power 1 1 li toy' Tran•ferwer 1 Cone. Curb Straat (Asphalt Pswentar6 `impson Engineers, Inc. COAL ENGINEERS lc LAND. SURVEYORS N.909 ARGONNE ROAD SPO%ANE, WA 99712 PH 976 -1377 5 SC 1 =20 Igo.o6, RECEIVED MAY 2 6 199 SPOKANE COUNTY ENGINEER PLOC IC7.3 _ 5 a \G 0 � 1, � 'a \ stc`,-1, I ) F�F ti \ \ T \\ N JUL 0 71993 Cc!IrIN Engirleerry* 311 RV&J GATES Co o RT • Iv enaaa 1 9 4 Simpson Engineers, Inc. OINL ENGPIEERS it LAND SURVEYORS N.909 ARGONNE ROAD 5POMANr, wA 99212 PM 976 -1377 DETAIL NA" TYPICAL ROADWAY (NO SCALE) ti SECTION /o I . /0 RAJ /0 Hwy - •67 LFI..- PoRTLINO Q(M(NT CONCR(T( COSS APIA' S/uN As" C.LM'Tr SrA,YMRO (( /Jr /ma PAY(M(N r7 END VIEW : 2s' 2.5. R /./ 1T. nn_ DETAIL "C" ASTIIAIT CMYRart Partmtur CLAJI I Y , Cc.Da ACr(O ',(PTO RJrNAIT COVTINT S4(% lb 6:4% 0.0.r SPIC.) CR0SN(O SuR•C/N• Top Cosmsr C Com Pac rt. Or PTA C W S.0.0. r SPIC. ) DETAIL 11 9 . " TYPICAL SECTION- BOWDISH ROAD ( NO SCALE ) yAH43 nn'T. N:/' • 2 . 2' ASPHALT Cone RETC Pay(M(Nr CLASS 'B COMPACT(', DEPTH , ASITALT CawT(NT SW..% TO 6 Y.% ( wt0or. Inc.) L CAW NCO SWITAC IWO TOP COuRit, COMPACT(', O(PTN ( w.00r JP(C ) MIDILOME 8TH ADD. DRAINAGE DETAILS 25 1)1 5Iopa,min. / 3:1 51opa, ms.a. from top of bsrwl to battow of siesta 30' _ TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of c.tth berm (3'wida *Atop) Coitr•d with von sod . E•INinS Klw VARII3 TX T_4 S TTP( 'A' PORT( ANi C(Nr(NT CONC((r( CNRA, SPOAANC Cavwrr STANana. • A /kTn 1F - lam 1:1 Slopa,n:n. SIDE: - . _ I 11ct I r�nT I I DRA1•a4(JWRL(r ral'LV JOO JwALE AR(4 rO 21 JOANS Sr (acj NOM( Bl/ /LOtt. • >' N(.. • NA.. 10 477 "7.., = om'. 3: S1opc,m DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 10.0 r-nwe 194 S impson Engineers, Inc. CIVIL ENGINEERS & LAND S URVEYORS N.909 ARGONLNE ROAD SPMANE, WA 99212 Pm 926 -1377 Top Curb a 10 -5 Tr.nsitien 15 a 0 Top o4 Driveway 'fl/—O. 00633 rTrri batter line DETAIL "H1. 13 4- c l a ��Orw . Sw.la ; - - - -- TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE DETAIL "F1. B5 4 o Gt I r' NOTE: Eltctrica% Power Tras.freers shall be a niwaw of 10 feat 4.•.1 drywalls. ft DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway ♦• Carla opening' �Vwr ie. 1 L �DH tweys Carb Opebmys , g' TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE 7 10' 10 Sw•lt Bott.w STA. •+30 TO STA. 5.05, 38TH AVE., Loft DETAIL H 1: \ 51.pe oWot• / 3' Slop e, a w•. {row. toy of driveway to bottle .4 •wets 3' [en rein Ca LOT 5, BLOCK 1 DETAIL I ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 7 / /Gene. Garb MIDILOME 8TH ADD. DRAINAGE DETAILS ElectrICa1 ?ewer Transfer ear C.onerait Apron .Tor length of Barb eat (wad 3 wide • 4 liocR) A a wersa.a.vw Corti DETAIL 1.GH Carl a e av 17 ''� V•r ea \ 1. Aapwalt ` slopt Grub J DETAIL "J" 1 es 1946 Slops 1t t Cw'w0 Down frevn batter igirk swssw.s DETAIL: CURB INLET, TYPE 1 ■ Easefaent a e L- Swslem T Raw Line) • 11 ectrlc d Pont Po 1 11_ � El -tit' • Trans{erwer 1 ` Cenc. Ca-b r k--- Strati (Asphati rooter—et) S impson Engineers, Inc. OW. ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAO SPOKANE. WA 9 PH 976 -1377 1 SCALE_ 1'1= 20 .. RECEIVED MAY 2 1993 .M.1DI_LOME.. _STN_ADt LOT:_— fi a4iNEEH S impson Engineeis, Inc. CAL ENGINEERS k LAND SURVEYORS N.909 AR00NNE ROAD SPOKANE. WA 99112 PH 926 -1377 ,o' 10 nin 13 ..-c -mo • f rrpin_�M_ - POa TCANO Ct.,t &r CoNcAtT( CM(S Tr #(a .StbA'AMC Carr JTNNMRO ttIJ T/M4 PArLMtw r-1. END VIEW TYPICAL DETAIL "A" TYPICAL ROADWAY (NO SCALE) ti A1/SNIT CaMCAnTt PA✓KMINr CCOMPACr(O PIP'S Litman' COMTKNr 11•.% rn 616'c (w.J.P.O.r JPtc.) CRUsM(D SMRAK0p. TOP COURSO C COMPACTC• OCPTN CW.3.0.0.T J /K.) DETAIL "911 SECTION- BOWDISH ROAD ( NO SCALE ) 20 yAgpf ,,:1 n if. r aSPMAtr COMCRtr( PA✓(M(Nr C(ASS '3 (OMPAC TKO D(PTN , RSPlR(T 54/4% TO 6 Y.2 (wSOOr inc .) 4" CRVJNeo SU.TAC/M6 TOP COORS!, COMPAC7(0 DEPTN ( WJOOT JPKC ) 25 DETAIL "C" Tl'PICg1. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of c..•11% bcrm (3'w;da at top) Conrad with 5rsas bod MIDILOME 8TH ADD. DRAINAGE DETAILS 1 1 5Iops,nin. /311 Slopa,m..A. Fr om top of bcrm lo bottom of sra1a SECTION E bt lny N of 1 VARICS IT 6 t5 % 1 2 TPP( A PORTI ANI C(M4(nT COsc..i Tt cVRS, S PO.AMe COUP Tr STPMPPAa. SIDE: R/w 7 DRAIMAKJwA((• rN,O/ 100 Swett A.(A lb 41 JOa(• it (ACM Nome 8wt0.e. 3tl 51opc,mu. H 3' 1 111 51opa,n:n DETAIL 11 D 1 TYPICAL DRYWELL LOCATION NO SCALE f.^ 164 Simpson Engineers, Inc. CR L (NONE(RS & LAND SURVEYORS N.909 ARGONNE ROAD SPn(AN(, WA 99212 Pn 926 -1377 Top C.rb? [Trasa.t.en ul J � - 1cr 1 :nc--- 13 • 1 ID Top oS Driveway fira t o oe33 TYPICAL TYPICAL SECTION: DRAINAGE SWALE AND N NO SCALE f , W Ce..ewt Coates** Driveway DETAIL N DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Dlvtwss i , Curb Orenlns 3' . Transitwn Varna DETAIL 11 H" TYPICAL SECTION DRAINAGE SWALE, 4' WIDE R/ 4 01 41 rf c Dra:n•c SwIL ID' II r LL 7 8.5 1 1.1 D 5 vfl a Ice 3 !t /re. Swale 30t T' I 1 NOTE: Elutr;cal Power Tranr4re.ers shall be a m' .nuw of ID feet Crew drywtlls. Dri sways, G' Curb Openlnys B' DETAIL "E" N.r.•l Swale Sloth to. Swale Bottom Cur♦ I toIGT ft Ill Slept .nin. /3' Slept,vnws. frova top of driveway to b.tt•w at *was `Con .etc C.rb / w 133 7 STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Lstt LOT 5, BLOCK 1 DETAIL .. ELECTRICAL TRANSFORMER IN DRAINAGE SWALE . ! Electrical Power - Trantforw.er 11. S' 'a Conc. Curb / crav t.ment MIDILOME 8TH ADD. DRAINAGE DETAILS Curb DRIVEWAY 15• 4 dddr, curb cut DETAIL "G" Concrete. Apron for length of curb cut (and 3 wide s4 - '' 1111S. 4�r�wwvr w.sw.r+,s. Curb Cut I Var es v 7 1.- Annuli -t \� `Slere Scabs J DETAIL: CURBL INLET, TYPE 1 DETAIL "J" 5Iopt 1'1 Cosind Down fro.. Gutter C Swaie 1 ' B/w Line) 1 I Electric. Power I li tn. Transferrer 1 kw-Coat C.rb �-- Strtet (Lsplult Pavewcnl) remded 1944 S impson Engincers, Inc. CAL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPN;ANf. WA 9 PH 197E -1377 1 ■ 4 - ORI \AEWAY ' I • 1 y !L 7 Q - J - 4 o SCALE II = ZO ___ RECEIVE IN ID1LQME_8TN. ADD ..10TA8_211Pg4C 3 btVIcANt COUNTY ENGINEER 8 PU(ed ii Lici,R:l Jtl� JUL 0 7 1993_ cunt/ FngincEri w rn•as Ifra Vimpson Engineers, Inc. CIVIL ENGINEERS k LANO SURV£YORS N.909 ARGONNE ROAD %MO Mr. WA 99212 PN 929 -1377 END VIEW R/ I0 P0. TLRNO Cflbr CawCAET( CM(R tr /110' Sronas( COW'rr STANMRD CIIJ TM* PAVLILN T7 DETAIL "A" TYPICAL ROADWAY (NO SCALE) Q. S 2 .0778 nn, DETAIL "e" TYPICAL SECTION- BOWDISH ROAD ( NO SCALE) 1 2[i ,,:T no PC,. 2 - ASPHALT CONCRETE PA vCMCNT CLASS .B COIPACTEO O(PTN , ASP(AIT ca•rrNr $J/.7. TO 6 36 [ C slSOa r, 'Pic.) O CRVSNCD Stanoc net, rap COURSE COMPACTED DEPTH ( WSOOr _WC ) DETAIL "C" T _ YPIC4L SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of earth berm (3'wida .1 top) covar•d with 3raa3 sad A5 /11A11 CaQCRLTL PAY(MLNr CLAW 9, LOCO "Antics Of /r/ AJPNAIP CONTEN? 5•.% rb 414% ( w.J. D.O. r Inc.) CRUSM(O SURMCING TOP CDURS( C Ct., PAC TCI OL /rM CW. J.D.O.r S PEC.) 2 From top of berm to boll Ga. of Swala MIDILOME BTH ADD. DRAINAGE DETAILS SECTION 15 . E.le4n9 w • VAR ICS ST T_4_5• r 50 S .S R /w T TPC 'A' FORM ANf CLMCNr C ONCA Tf ccI s SPOa.aa.0 COOMTr STANA4AD. 10 -- )r }} _nc �r_�nr f i: — alm s w 3 :l 5lopc,m•L. l'1 51ops mib /3'1 slops rm .. 1 :1 Stopa,n5 S IDE: Swat. ORAWA[AJwf((r raft AT .SOD JwALL /WA r. l( SDWDLI lr (ACM Mal( SLOCOCA. DETAIL "D' j TYPICAL DRYWELL LO ND SCALE ' 5110 re.rr irw rr impson Engineers, Inc. CML ENGNEERS M LAND SURVEYORS N.909 ARGONNE ROAD SPPAANI, WA 99717., PR 926 -1777 T Curb Tr.nsiK.n TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Dr'rvewey 4 , Curb Openln5 6.4ler ere L L Dr, ew. Garb Opening•, DETAIL II TYPICAL SECTION : DRAINAGE SWALE, 4 WIDE R/ Tr.nslYen 13 D 8 5 1.5 Top of Driveway I 4 yo5 0 063) rt /rT / 11 an si 1 rr.ir • ♦6a Sw ale ci,rb DETAIL "E STA. 4t30 TO STA. 5.05, 38T94 AVE., L•ft LOT 5, BLOCK 1 DETAIL "I • ELECTRICAL TRANSFORMER IN DRAINAGE SWALE l0' 13' T �` Elrctrlcal ver Te ctri .% • rower 61.3 / / Coot. Curb r j •er,art F e k L: ::: ur 1 NOTE: Eletlr ks1 Power Tr.neTer..tr• shall be s .n nf.. ei ID 4eat 4re.n drywelle. MIDILOME 8TH ADD. DRAINAGE DETAILS 5w.lt Better, 1:\ 51epa,w,M. / 3:1 51epe,,n.e• 4ro.n top .p ar ;.ewes to b.t*e., .t swab" Concrete Apron 4er length o4 csrb tut (.n4 a wise c4'411;44 � 1 .,,a,)� a..'es �\ 1 I ' 'T � , — Asenali"( \• `Slope 5raaks J DETAIL: CURB INLET, TYPE 0 " DETAIL "G" DETAIL "J" d 51epe 12:1 ('.tn1 Dow. Irv.. G +tier Easewent 1 t a e Ct SwAk T— 1 • ' a/w upe- r Eleetr;cal Power 1 Tr.mier wer • 1 L Cent C.rb ar k-- Strt.i (AspM11 Pavee.e.trti /wade/ 1 9 4 6 'S1 impson Engineers, Inc. CIVIL ENGINEERS le LAND SURVEYORS N.909 ARGONNE ROAD srnrANC WA 99717 P14 975 -1377 to SCALE I' =206.. Rg RECEIVED D SPOKANE COUNTY ENGINEER B b I NC @ c O ti E s GsE OR, M � ti r nroa rci.au-& H ..ADD. LOT 9 . SCI' =3 • ■ J PagA f €t Ei tE JUL 0 7 1993 Ge''h/1,1 sr,,- be FoNM 9 Vimpsan Engiineers, inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD 5PhcAN(. WA 99712 PH 926 -1372' la' / 10 I 10 10' - , • - lnn Li l a .one�nnr _Or.e •vr_� n' RAN PoRrLAMO flails!, C.NCR(r( C4tf 7r/L :a' SAano.71 (aW'1r SIA•MRO LAID rIMO AarZM(N T7 END VIEW : DETAIL "A" TYPICAL ROADWAY (NO SCALE) 15' ti R SI/Atr CONCROC PAYLM(Nr CLAJI `B, t - CA•PACT(P [Y/IA A:PNAIT CoQT(Nr 54.% Pb 414:L (w.1. O.o.T 1■(C.) CRUSN(O SURAKIMO TOP Cougar L Com Pacrca O(PTM C W!S.O.O.r DETAIL " a ". _ - TYPICAL SECTION- BOWDISH ROAD : NO SCALE) YARI($ ,,; 'rs 'C+' 20 . - - - - - - - ____1 _- - - -_ - I ASPNALT CONCRETE PAY(M(NT CLASS 'B COr.PAC TED O(PTN, R3/071TCONr(NT 32'I. TO 6 Y.% C ws00 T. Inc.) G� CRUJ NCO Sro.IACINC• TOP COURS(, CoMPRCTEO O(PTN (WJ DOT JAW DETAIL "C" T _ YPICgl. SECTION: BERM ACROSS DRAINAGE SWALE • NO SCALE. Top of c..tth bcrm (3'wida .1 top) Conrad with 5ross Sod la 51opa,min./ 3:1 51ops,m.x. f rom top of bsrm to botios of Swale. MIDILOME 8TH ADD. DRAINAGE DETAILS 25 SECTION ts' E.le11n9 • VAR If 1't 4 •58 7rP( 'A PORTt AN, CEMENT CONCRLrt C✓RJ SPOAA.YC CO✓Mrr STAAMAO. SIDE: Sod .1 R /u1 13 // 5-" L- OR4WI0L SL✓ALL' 7•47. 0I 300 1WALL AREA re 21 SOANA ST (ACM MOMC HU /LO.R. RAN N,Gv 5 -4a 41 3: 51opc. 10-0 fyay 194 \, 1 1 51opa,n,n.) DETAIL LL D u i TYPICAL DRYWELL LOCATION NO SCALE 1 j i�Dr S .au S impson Engineers, Inc. CIVIL ENGINEERS M LAND SURVEYORS N.909 ARCONNE ROAD SPhuNE, WA 99211 Pm 926 -1777 3 Toy Curb) ArsIt ton 1;3; ' ; • .' NOTE: TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE W Gutter l 10' Gnat.** Conertte Driveway DETAIL 11 13 -� 0 833 PT /IT. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drlteway t , Curb arer:my V.rlcs 3' Tr.nsitien L DrI eways , 4' Curb Openings, 8' DETAIL "H" It Eltttrics1 Power Trsmf.rners shalt be s n'nlnun of ID feat iron drywalls. '7 5w•lt Batten DETAIL H I H ' DETAIL NerTal 5.4.11.5 IFS [Cate?, curb cut 0./w COUG1 tT TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE F 13 1 to I &5 1.5 'Top of Drirewsy I 4 .. I >-0 77' rt 00833 •v APT Curb STA. 4 +30 TO STA. 3.03, 38TH AVE., Litt LOT 5, BLOCK 1 Swots. Sott.n Curb • ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 1:, Slopt,nin. / 3:1 S1ept,nst. frontoy M elriraway to b.ttsn .f....t• o' lo ' {� 13 7' Electrical ""ti. rl Tr.nafor Ter O r u L�0 WI Conc. Curb / MIDILOME 8TH ADD. DRAINAGE DETAILS c Curb 18' DETAIL HGH Concrete Aron for length of curb cut (sand 3' wide • 4't1,194.) .4.. ram Air isw • CM trss Curl bCst \ I Vs� ts� I ' 'L- Mph.1t — L r \NI ■S■brt Breaks J DETAIL: CURB INLET, TYPE 1 DETAIL "J" r • 0 d Slava 12:1 fTie) Down frown butter E>strnent Swdt1 ' Rt.. Lint) 1 Electr:ed Pear .' Ill��llllll off Trsnsferser ' ' I Conc. Curb ~ L-- Street (Asphalt Psvennrt) ynded ISM Vimpson Engineers, Inc. CIVIL ENGINEERS de LAND SURVEYORS N.909 ARGONNE ROAD SPPYANE. WA 99212 PH 926 -1377 b ("7 / > • Ni 0 ta ^ 4/ A 0 ,.3. 47 c v .Q - / •C �P N Q 3 7 0 r _.5CALE I 2 C 133- Y.v.EL DRtWELL.s. tri ANNIMINIS RECEIVED MAY 2 6 1993 WNTY ENGINEER _1 ±IDCLOME STH=ADD.__LOT_- IQ_BLOCK_3 9 ktClEiVED JUL 0 7 1993 Cc!'rty Eingincwr'a' 0 DRA Potij EA6 Powo.ctorrom _20103= 1___ _ ... I N fwww 0 6 I (Simpson Engineers, Me. CIVIL ENGINEERS $ LAND SURVEYORS N.909 ARCONNE ROAD ' SPOKANE, WA 99212. PR 926 -1327 /e' le -Sa one nn •3 RA,/ PORTLAND Cta.LN r CaNCRtT( Curt TIPL A' S/oN Awl Ca4N)r Sr.Nlaao LA/DT/WO AArz.IN r7 END VIEW: TYPICAL DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) T 5 NAHRJ u:, n,c DETAIL " ti A5 /RRIr CINCRITL PAYLMINr CL RJI ` Y • [ Aron AJrwalr CONTENT A•.% TA 6(4% (w. J. O.o.r ate.) CRUSNCD SURAK /N4 rOP Coutsr C - COM PAC TCI OLPTw CW. DETAIL • "8" SECTION— BOWDISH ROAD ( NO SCALE) 26 . 2 asPNALr CONCRCT( PareMCNr CL9S$ 'B COAAPAC TCD OLPTN • aS PLAIT Laird SJ/N% TO 6 Ye 'A C YIJDor, SP/c.) G" CRUJw(O SLNIOC/wO TOP COORS( COMPACTLO DEPTH ( WJDOT JPLC TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE I NO SCALE Top of c..ith bcrm (3 ct top) Cotarad with 5rs$5 sod 1'4 51opt,rn rs /3115loptimaa. From top of bsrm lo bottom of 5Ma11. MIDILOME 8TH ADD. DRAINAGE DETAILS 25 30' tJ' KIN %± 'L L• . 1.5 v. SIDE: RA, TTP( A' PORrs AN/ C(MCwr CONCItrg CURB. SPOAa.0 COUwrr STANOIAO. New RAv •3 `f'LYI01tJ / f.,.a ORIWADL rw• sac WALE ARLA no AL SOADI, Ir Laud wame BU /LOLe. 5..4. lo F �.S 3: 51ops,m..a. ,; F3 / I tl Slopa,mn. I. DETAIL "Dl TYPICAL DRYWELL, LOCATION NO SCALE 1 ran r...wr 116 impson Engiiteeis Inc. CINL CNUNCCRS & LAND SURVEYORS N.909 ARGONNE ROAD $P(Yt Ar•f, WA 99212 PN 926 -1377 15 Ce we•t C r [ c l 0 Swale. WI - - -__ E DETAIL F Gutter llae Y L 4 Curb Openinys,B' DETAIL " F - I" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 11.4 , 10 lo' " 13 7' I NOTE: Electrical Power Traasf.rwers eb.11 be a .a"nlnun .f ID feet fre drywells. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' u Or.w.y 7 13' DETAIL "E" Rlw Nernal style Slope 1.5 SS : ftwiesma y __ m ��b 1 oo1�i nr � e DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Driveway t C•rb Opeata3 E .1 10 9.5 5 Top of Driveway 4 . , aday, rr ' oe ,.f i ,t \ --Caner ate Swale Bellow Curb STA. 4.30 TO STA. 5.05, 36TH AVE., Left LOT 5, BLOCK 1 DETAIL „ I ,t ELECTRICAL TRANSFORMER IN DRAINAGE SWALE MIDILOME 8TH ADD. DRAINAGE DETAILS G de:p, curb cat Swale Bett•.n 1:1 51.pa,.n,n. / St 1 S1epc,nas. Scorn Sop .4 driveway to bottom of swats 3' Electrical Power Trani nor Conc. Curb / l Pave.nerrt IB DETAIL "G" Slope 1:1 (.aln.l i Down 'Era.. Gutter Concrete Apron for length of cars* cut (and 3 wide a4 a�.eedaseegn. owaMSar tur; b ) � v.r as \ \ I I ' ' Asevali t51epe. Break Curb DETAIL: CURB INLET, TYPE f DETAIL "J" me.aent Swa_ R lw LinaJ r I flectr■e•l Power - 1 I i •' "Transf.r wen 1 Conc. Cars* Street (AspbaN Pavewewl)� rwauw ,gN imp.son Engineers, Inc. CIVIL ENGINEERS le LAND SURVEYORS N.909 ARCONNE ROAD 5Pn<ANE, WA 99212 PH 925 -1377 z W r : 0, a I ,u Li W ' i . i o w ° I , (S? J a tO 4 d / 4 4 H U I • s_ DRIV v✓AY- -- 1 1 1 I I I 2 0 1 1 I I iDI:LZSTIlE__ST.FI ::::ADT� rr:13 LOCI< \35. __SCALE_C 20_ Ptiltib ix LL 1V JUL 0.7 1993 co Gouty (i {TIIi °il ;' PA I 1 � REC VED MAY ,2 1 1993 SPOKANE COU ENGINEER 'S ' 114 imp= Engineers, Inc. 01L CHGUC[RS &LAND 50RK TORS N.909 ARCcVNC ROAD • • SPOA Aid: WA 99313 PH 926 -1777 l0• I6 a1 .nnr PI/I. O' C irm A`Ir Cornea? Lr r PAO(r 7b sierra 6i t (I ✓lt %A.% )D 6%4'f. O.e. snnc.) CRUSNCD SuRAIC /N0 TOP Co✓RSL C Coro PAcrc• D(I(N( W.S.D.O.0 J(CC) . PORT4A✓O C(M(✓ r Coe/CRCTr CUtt 7r•(.a' -Crow Awe C.J•✓rr Srot NINRO LaI(rMAo PArLNI( ✓T7 2 s' DETAIL 9JBJ9 TYPICAL SECTION- BOWDISH ROAD (NO SCALE I zo axl ua' n,r - 1 - .2 ! SPNaar CON)R(TC Pore/ors) C(ASS 'B COAOPACr10 DCPTN , RSfrAtr eavrtwr SLA'L TO 6/.% C WJOO Inc.) L y CRUSNCD SUrrPC I ✓O TOP COUR SC COMPACT(O DC TN C WS 00r SPCC DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE q0 SCALE 'Top of c.tib. bcrm (3 at top) Covar•d with 3r665 Lod END VIEW DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) ti l 1 Slopa • m;A. /311Slott max. F rom top of bcrm to bott of swalc MIDILOME 8TH ADD. DRAINAGE DETAILS 2 R ommomagoo . E•ir1in9 K w ViRrP124 r_ .St: 5 R/W T (PC A PORTO AN( CronCo , CONGA T( CURB, SPOAANC CD✓Nrr STANAARD. Na N,C v t1' "s J"a ss9a - fl. - NS L 1.-' DRawauL JWR LL• TaP O( ADO (WRIL ALLF re 21 Junta •r (ACA /•ONL BU2024. DETAIL "D° TYPICAL DRYWELL LOCATION NO SCALE g ory -tY i L - - -J f••••• 19 S impson Engineers, Inc. MIL ENGINEERS & LAND SURVETORS N.909 ARCONJNE ROAD SrNime. WA 99211 Po 926 -1317 3 Tran•ltl.n �I 10 Tor of �� o 0055 rt irT 13 Top Curb Gutter 1 TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE - 10' •-.m`.OBS3 rt /r T. Co.e.f Cencraf• DrivtW•s • DETAIL 11 F11 Drtsewey t , Curb Opening Varlet eJ TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE Q/m • DETAIL "H" T B.5 1 1.5 4 y 00441 Ire /FT - .-rf FY4_1 • DETAIL "E" 3' Transition DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Normal smelt slop.. ildIFINIMI SfaireaSalaral Swale feet tan 111 5\.pe,.nln / 3:1 Slop •,.n.•. Oren top of dri.eway to bet1.n of •...k L LD., eway5, Garb Openings, 6' 0 3 5 - J` /F i e.,d',ta. \fence tic SwJe Botto.. C b STA. 4■30 TO STA. 5.05, 387h AVE., Loft LOT 5, BLOCK 1 DETAIL 11111 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE la la' 13 1 ' .- Electrical f rl e / Trani inner E r emain e . 5 c sW.t. cone. Garb WI r ( {r' NOTE: • Electric's% Pener Transformers s\A•p be a n nlmue of 10 feat free drymells. MIDILOME 8TH ADD. DRAINAGE DETAILS / G deer, curb eat ssamls=slm '- C Curb Centre-1e Apren for length of care tut (and 3 wide t4'ihuc,.) a •. �rsdaswW ows- Curb DETAIL: CURB INLET, TYPE 10 DETAIL "G curb Ca. Ver es \ A sta e 1 S opt Braalu DETAIL "J" 51ope. 12:1 (nt..l r Down - fro. , 6uttcr r 1 Eue .ent d 6 ( SW.Ie� 0. /W Lint - I I Electrical Power I I i te'3' Trans for wer I tt-Conc. Curb - Z- 5tre.i (Ksphwlt Pwcwenl) -l .caned n S impson Engii(edrs, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARCONNC ROAD SPwANr, WA 99211 PR 926 -317 DR1vE I s. I I I 1 ` I 1 1 RECEIVED MAY 261993 SPOKANE COUNTY ENGfNEEA 1 13 �IN1161 LOR -87H A D: ::LOT T2:BLQC KL 12 — 194).71 _SCALE \L =2c3__ JUL 07 Ce1_ E c1 pY I,Wy an 5 ilnpson Engineer's, Inc. DINC CIICINLCHS & LAND SURVLTORS N.909 ARCCNNC ROAD SPNtAuf. WA 99212 Pm 926 -1717 R i i t-au PoR Ita,B CtM(N I CONCAEre CURS Tr•(q' Slow Aa.( Cnoirr STANMAO LAJJT/AO PA✓LM(N T END VIEW DETAIL NA'J TYPICAL ROADWAY (NO SCALE) 25 .oem ne'. f51041r CJWCRET( PAr(M(Nr CI nil's; 1 c2M4ACTCO nor, RSPNR(T C4471N1 14.% TD 6i4% (W.i. 0.0.7 Jen.) CRUSw(D SURMC.NO ?DP COURSE C COM PACTLJ D(PTN ( P /5.0.O.f JAM..) DETAIL N8" TYPICAL SECTION- BOWDISH ROAD ( NO SCALE) t0 raa�rJ 7 +. 'c ti . I' OSPNALT CONCRETE Pa VCMCNT CLA55 •S 1 COMPAC T(O O(PTN , ASATALT COVT(NP S.h% TO 3,416 C WSoor, inc.) s� CRMJwCO SOD !AC lea TOP COORSr, CDMPNCTCO D(PTN (WJDOT .1/4C 25 DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of teeth berm (3 At top) Covar•d with Aros3 sod 9 1:1 5lopa,mi0. /3:1 Slopa,mo.a. from top et berm to bottom of 3wola MIDILOME 8111 ADD. DRAINAGE DETAILS SECTION LS E.1NL.y Kt./ • VAR I(5 2% o •.5 n .o o TIP( 'A' PORTL an/ CtM(*T CONCRE T( CURB, JPOa4ac C JUN TT .STRNBAAD, Nev RAw JO DMA WRU[ SI✓AL(. TN O' SOO irWAJC A114 Ti B( Sasso Ir LACK N••L B✓204a. . wr gi4-6 4y7 I15T� • • DETAIL "D", TYPICAL DRYWELL LOCATION NO SCALE j 1�Dry -au 1 - - --) uwe4 1946 S impson Engineer's, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARCOIJNC ROAD SPOKANE. WA 99212 PP 926 -1377 Top Curb TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE W t -- lo' e M Ce.wewt C Dr,rwy, • DETAIL "F" Gutter art Deuteway t Curb Dpew ;w5 DETAIL 13 DETAIL " se r _ e1Gr er f o l DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS �1 r u Tflnf.t len •� V.r;ef t t- Dri tways, Curb Open;n5s, B It H „ TYPICAL SECTION: DRAINAGE SWALE, 4 WIDE 13 R /w NOTE: Elttiric.% Power Tr.nt{rroora shall be a tn nl., .4 to feet {r•e drywalls. 7 10 1 85 1.5 •1 W Top of Drive wry - 4 1 yo * ooe33 III /PT � 0.ol41 I rr /sr �{ 0.1 ° s $wale Sol Curb V-/w B STA. 4.30 TO STA. 5.05, SE1T. AVE., Lift LOT 5, BLOCK 1 MIDILOME 8TH ADD. DRAINAGE DETAILS to Nerr,al swlt Slope DETAIL " I " ELECTRICAL TRANSFORMER IN DRAINAGE SWALE lo' lo' C CVrb 13 7' I ?ewer Transformer L Li /Or.;n.Se Sweatt .. Cone. Curb jcPortroint Sw.lt Bottom 1'1 51.pe,.nln. / 3'' 1 Slop e, e.w. {ro.n tee .f dr;rew•y to b.tt.n .f 1w.4 C..rb 1B 4 deep,t.rb ctt DETAIL "G" Slept 12 :1 (,. n1 �Dowr froe 6utttr Concrete Apron for length of corn tut (owl 3 'I& t4 A / I Curb Cu. tr of • I // Afph.lt -L ` Mope Broths J , DETAIL: CURB INLET, TYPE 1 DETAIL "J" 1. E oscwent Sw.le� Pre. L 1 Electrie.l Power 1 III LLL�� JJIIII -1 1 1 - 1 :7 10 . 3 , Tr...former 1 C.C•wc. C.rb ��— Street (Asph.lt P.teee..Ott remeM 19.0 " impson Engineers, Inc. CML ENGINEERS k LAND SURVEYORS N.909 ARGONtJC ROAD !TDKMR, WA 99712 PH 975_1]77 14,2..59 1 1. I I / / 8TN ADD. 1OT713_[3L�.C.�t- .3___- SCALE r = 20 1 _ 7 9e0 I/- I a 0719 rust; Er::!lo r- RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER S impson Engineers, Inc. CIVIL ENGINEERS @ LAND SURVFTORS N.909 ARccnNr ROAD SPOAANI. WA 99717 Pn 976 -1377 ,a1■1111111111L PoRrLANa ClM(NT C4WCAter Con teens' .SIOA AA.0 CAyyrr STAMMAO I7 ()Wr/AA. PA✓ Larne T7 END VIEW . ( 5 ' DETAIL NA" TYPICAL ROADWAY SECTION (NO SCALE) la' /e l0 10' f .1 07re VARRS n a'n A S(NALr CaQCA•C PAIIM(Nr CLAM' 12; A' •AACTNN PT /r, ACPNA /r Cavan, NM.% rt. 6:4% (w.J. O.O.r SPLC.) CR✓SNCD SUAA4C /NC TOP Cow11SC C COM PACTT* tine (W.3.0.0.r JAY.) DETAIL "8" TYPICAL SECTION- BOWDISH ROAD £ ( NO SCALE 20 • 2 a spNALr CON[PCTC PA reMCNr CLASS CO+4PACTCO DCPTN , AS//A[T CONre,,r S44% TO 6 Y. ;c C WSOOr. Inc.) C CAWWtO $ .TACVYO TOP COUP Jr, CDMPACT(e DEPT?? (WJ DOr SPCC MIDILOME 8TH ADD. DRAINAGE DETAILS 25' DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 'Top of c.,f1h bcrm (3'6ida ct top) Co' arsd with y rats sod : 1:1 Slops ,nun ./ 3:1 Slopa,m..1L. from top of bcrm to bottoer of swam.. (S' . E•;et■n5 N/w ✓<Rrr5 72 a •. SIDE: 5 _�. ��IrG . 1ci Y .'Y J y 01140144[JwA/C rose or 300 JwALC ARTA re A/ .SO•0.a Ar (ACM NOM( - BWLOG N. TrP( 'A POPTLANC [ eel' CONCRCrl Can , SPOAANC C O✓Nrr STANPAAO. T I blllZn'r . 3 :1 51opc mu.. E 1,1 I:1 Stops et; n. DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 10.0 '�Dry.cu Vimpson Engineers, Inc. CML ENGINEERS k LANG SURVEYORS N.909 ARCONNE ROAD! SPOnAr.. WA 99212 Pm 92A -1372 Top Curb of DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS -s r 7r..ri4i.n sl 3 vI 10 lop of Drivew•y 001333 Pt' /ft 0 .1) WI 1 NOTE: Ctwent Centrals Dr'neway • DETAIL F I, Drivewa i , Curb Open:n5 Gamer 11.t./ c f I / /Ora :na5e 5voala dI I 2L— TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE .. l l_ E V 00 633 Ftp DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 4 R/ Vries -LL Electrical Pewar 'Transierners S33•11 bt. a rn .inure of 10 feat iroe drynelts. 13 L Dr I twa5S, Curb Opcd;n5s, 8 I 7 8.5 t5 y OV _ A f It `Concrer4 5...4 Bettors Curb DET " E" 8 Norn.1 Swale slope ro 1 oolGl fv a19/allJ��i 3 Tr•,tit on STA. 4 +30 TO STA. 5 +05 , 387K AVE., Left LOT 5, BLOCK 1 DETAIL K I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE o' lo' 13 7' ^ Electrical ?ewer Tr.naforntr /Cone. Curb J o rPaven.snt MIDILOME 13TH ADD. DRAINAGE DETAILS G dtep,t.rb tat C.n rata L Swale Bothm 1:\ 5t.pt,nin. /3't 5 684,•n.a• fr own top of dr:vcr/ay to b.14.1. .5 •wa4 C,.rb 18 DETAIL KGK C.oncrett Apron for Icn91h of curb cur (and 3 w:AC a 4 thick) w✓•.R� Otte Mld. I fi .1 E. -L.— stae5rtae. DETAIL: CURB INLET, TYPE 1 DETAIL "J" Slope 2:1 (nin) Dorn frown Gutter Euc.wcnt 4, Swale.' / r E � // It/w Lna.. Y I I I Elettrkat Power I 'Transiorwo i to•3' f CConc Curb street ( Asplu(t P.venurl) -� roundw 19411 Vimpson Engtheer& Inc. CIVIL ENGINEERS & LANG SURVEYORS N.909 ARGONNE ROAD 9PDHANE, W4 99712 PH 92F -I377 97.70 14,2.59 JUL ralvb 0 7 1993 SCALE I = 20:. 'ti impson Engineers, Inc. CINL ENGINEERS & LAND SURVETORS N.909 /.RCOIINE ROAD SPM1(ulf, WA 99212 PR 926 -1377 Jr 7 PORTLAm0 Wafer Coa Celt rral'A Slootaaet Cumerr 57 (xi! nee Rerzeitnr7 END VIEW R/ DETAIL "A" TYPICAL ROADWAY SECTION (NO SCALE) 2 Q. TYPICAL la A5r/1.dr CoN01147i PArtrAtur CaAJJ'A;t OtAro A.SrmAir Cowrie', leo% re 4'4% Cad.2. 0.0. r snc. I CRU.SlItO Sulia4CIA0 rOP CoaRsr C ComPAC rt. OtPrIl C W.5.110.( 2/6-.) DETAIL "B SECTION- BOWDISH ROAD ( NO SCALE I y Afi e II'7 ASPNAL r c ONC R re PArCA41 CLASS ig COA4PAC 7 DEPTH • /23. Covavr 5447. r0 b Y4% ( I1/4/Soor SP10) CRWAIO SuArOCive 10? COL/Rif, ComIRA0r10 DEPTH W.100r -holt ) • 26 MIDILOME 8TH ADD. DRAINAGE DETAILS 25 DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE 140 SCALE Top of tar11, berm (3 •I lop) conr•4 with sroSs sod 1:1 5lope,m 3:1510pe OM lop of berm to bottom of Swale l vAlirrS 2'2 re 4,5•/. SIDE: S 10 r 'AT • A PoRri am, Calentair CO*CRErt Ci/RA Si COinerr /0 —.I lir' .11:17;i2-c.Ann....2,1_0_1knry:ar DRAIN.C.L.SmiAlf* TAAL/ .SOD Sonut ARCA ro It SOROR• Or (ACM Mom( SIALAte. RA0 ( 1,e-Dr,..ett ouused 5 ( 1 vv=m7 ' - DETAIL "D" I TYPICAL DRYWELL LOCATION NO SCALE 11 44 V.5" impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 Ancormr ROAD SPEXANE. WA 99212 Pn 926-1372 Top Garb DETAIL "H" 17 Garter \lwa-- ID' 13' c � Or.;n.ge Swla a 1 NOTE: Elecir;cal Powtr Transfix mere c hap bt a m .;alum of 10 tut ire., drywalls. DETAIL "E" TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY E °maps 10' Ceseat Contrat. Or•ewes DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Drl•eway 4 Curb Opening Varlet AL L Drl.cwsy5 , Curb Openings, 8' TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE 7 i 10 8.5 1.5 tl l T p of Driveway 4 I yo y �'• 00033 vi /FT ' 0.016'1 I VT /FT. ° .li3 �.1 fl i e " .If �GOnNe1e Swale 8ort.m Loa 10' 13 NO SCALE Nerm•l 5."le slope. m • ne1St rt. dresivrareara Ewalt Bett•n 1+\ Sl.pa,min. / St % Slepa,maa. from top of driveway to b•tt•m of .w.4 3' 'Transit tea b STA. 4 +30 TO STA. 5.05 , 38TH AVE., Lift 1.01' 5, BLOCK I DETAIL "I" ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Electrical fewer Transformer ///// / ////Cenc. Garb a.tmafA MIDILOME 8TH ADD. DRAINAGE DETAILS Curb eater, curb cat C•ncrala Curb DETAIL Generate. Aprea far lengTh of curb cal (and 3 wade •4 • Mmm,.eyllimae.em ,YfeleaM.e1 Care Lit War es \ 1 / ', „- 1...„ \ i 5 \.pe era. DETAIL: CURB INLET, TYPE 1 1 DETAIL "J" Slept 12:1 Lm;nJ 90wn from batter, 1 1 Paw Line— I I I Electrical Power I � 'Tr.mi.r mer 1 `Canc. Carts Street (Aspba" Pa.tmcol) /minded 1111 S impson Engineers, Inc. CI1nL ENGINEERS le LAND SURVEYORS N.909 ARGONNE ROAD SP(&.AIIE, WA 99717 PH 976 -1377 Kcwt,J McMuLKlnl S(MF a £i4led efS, (AI c , SUBJECT: (P- ((Gs - Mth, come Bt& Add. tsr RE✓tew Gentlemen: S P O K A 1V E � o u N T Y OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer eac,16 : pul Js - 3 7715 Chtcs-34 per t &6ure CaMMeNTS : 5765 et: Enr4Z Ccmr5 aqui) Xecru PILE k \w\f\review.ltr W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: el A g,) A review of the road, drainage, and parking plans for the above- referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer Ed Q2 2 Jr., P.E. Plans Review Engineer Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509)456 -4715 PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. REVIEW #: 1 PAGE # 1 of 5 PLANS: REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES REVIEWER: Ed Parry DATE: 29 Apr 93 General: 1. Plans must be stamped, signed, and dated by a Washington State - licensed P.E. 2. Developer's signature will be need for final approvals 3. Provide 2 copies of plans and calculations on next submittal Sheet 1: 1. Provide stationing equation for Bowdish Rd - where is Station 0 +00 located? 2. Indicate project start & stop stations on plan view 3. a. A 100' pavement transition taper is needed to the south of the full -width paving section at station 3 +49.76. b. A 4" wide white painted fogline stripe will be needed on the taper, located 12" in from the edge of pavement. c. The end of the curb should nose down in 12" 4. Indicate Bates Dr, 38th Ave stations at Bowdish Rd intersections 5. Indicate 37th Ave station at Bowdish Rd intersection 6. Indicate pavement transition start station on profile 7. Indicate Bowdish C slope on profile 8. Indicate curb VC lengths on profile 9. a. Indicate Bates Dr BCR elevation on profile b. Indicate 38th Ave BCR elevation on profile 10. Add note: "For curb design grades below 0.8% (.008 ft /ft), a Washington State - licensed Professional Land Surveyor must verify that the curb forms are set to the correct plan grad prior to the placement of curb materials." 11. Bowdish Road Section: a. "R" -value tests are needed to validate pavement base depth b. Curb type drawn should match Type "B" curb callout - Spokane Co. Road Standards sheet S -6 12. Bates Court Plan: Clarify which callout #1 governs REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 2 of 5 Sheet 1 (cont'd): 13. Indicate new /existing R/W on Bowdish plan 14. Indicate new /existing pavement on Bowdish plan 15. Indicate BCR, MCR, ECR elevations at Bates Court cul -de -sac on plan Sheet 2: Sheet 3: 1. Bates Drive plan: a. Indicate Bowdish Rd station at Bates Dr intersection b. Indicate Bates Court station at intersection with Bates Dr c. Indicate 38th Ave station at intersection with Bates Dr d. Indicate Bates Rd station at project end 2. 38th Ave plan: a. Indicate Bowdish Rd station at 38th Ave intersection b. Indicate Bates Rd station at 38th Ave intersection c. Indicate Bates Rd station at project end d. What is the purpose of the earth berm on Block 2 Lot 5 - will need culvert to pass swale flows e. Locate curb inlet at low point 3. Bates Dr profile: a. Indicate road name at sta. 4 +67 (RT) intersection b. Provide vertical curve at station 9 +06 match with existing pavement c. Indicate ECR's on Bowdish, 38th Ave (similar to that shown at 4 +32 thru 5 +01 at Bates Court intersection) on profile d. Indicate road name at sta. 7 +03 (LT) intersection 4. 38th Ave Profile: a. Indicate ECR on Bates Dr (similar to that shown at 4 +32 thru 5 +01 at Bates Court intersection) 1. Indicate topo on north side of plat to validate drainage indications on Bowdish & 37th intersection 2. Good station equations at Bates Dr, 38th Ave intersections on Bowdish 3. Contour 2014 in Basins "E" & "F" defines a drainage break to the south - address offsite impacts of runoff from lots in this area. 4. Indicate topo on south side of plat 5. Curb Transition detail: indicate a 2" depression for curb inlets REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 3 of 5 Sheet 3 (cont'd): 6. Drainage swale section at Lot 5, Block 1: a. Indicate Block 1 on drainage plan b. Provide culvert to pass swale flows, or provide an easement to carry swale flows plus adequate freeboard 7. Did Midilome 7th calcs address offsite flows from Basin "D "? If so, provide extract of calcs 8. Berm across drainage swale detail: What does this accomplish? Needs culvert to pass swale flows CALCULATIONS: General: 1. Calcs must be stamped, signed, and dated by a Washington State - licensed P.E. 2. Provide SCS map extract with project site marked 3. Indicate Tc paths, slopes, lengths on Basin map 4. Entire calcs package should be bound together. A narrative describing the site, drainage management concept, and summary of basin data would be helpful in understanding your approach. Basin A: 1. Verify Area calcs; A, = lots + 38th + Bowdish 2. Verify A ss calcs; = lots - roofs - drives 3. Provide calcs for required 208 swale area 4. Provide calcs for 208 swale area provided 5. Did T path consider overland flow? 6. Z1 (curb face slope inverse) = 6 _ 1 = .166 7. Z2: use average of cross slope in this area; varies from 3.1% to 4.4% Basin B: 1. Provide calcs for required 208 swale area 2. Basin B1 doesn't count for swale volume - no flow gets there 3 • °street should be based on a street area =.25 acre 4. Z1 (curb face inverse) = 6 - 2.75 = .46 REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 4 .of 5 Basin C: 1. Show slope calcs 2. Road flow T path needs to consider flow from C10 along Bowdish through C9 to C8 curb inlet 3. Provide calc showing required, provided 208 swale area 4. Road area = .68 acres Basin D: 1. Provide slope calcs 2. Q, L should be = swale length 3. Q erey governs - provide bowstring and swale sizing calcs 4. Z1 (curb face inverse) = 6 _ 2.75 = .46 5. Road area = .33 acres 6. Provide required, provided 208 swale area calcs Basin E: 1. Provide calcs for 208 area required /provided 2. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots 3. Z1 (curb face inverse) = 6 _ 2.75 = .46 4. Road area = .13 acres Basin F: 1. Provide calcs for 208 area required /provided 2. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots 3. a. Z1 (curb face inverse) = 6 - 2.75 = .46 b. L = 260 ft from Bates Court 4. Road area = .18 acres Basin G: 1. 0 > .3 cfs from Type A drywell - Bowstring and basin sizing calcs are needed 2. Provide calcs for required /provided 208 storage, swale area 3. Z1 (curb face inverse) = 6 - 2.75 = .46 4. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots . . 4 REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 5 of 5 CURB CALCULATIONS: 1. Coordinate stations 2 +50, 3 +00 with plan 2. Station 2 +50: grade exceeds max 4.5% allowed 3. Coordinate with pavement transition taper on Bowdish L ... _ CMANNEL t.gt "CDT M.. A IMPERv■ou,S 165 .._ 0_s041 ° EPWpISIi .. Kp_.. .... l 22 _ G°___.2 , bo /o 3 : } MID11..oME 8 CN ADDITION b�AINA6 CALtu�ATlot'15 (19o 6 (3z5)(2.5) .. z Slzs (100) (18.) . . z 1$00 ---``, (2 — 'Tr (2O)Z. z. 8E.84 J 4. l Lo-t La 10 - t 3000 z 13, oll F'C.Z SoW Dt5 1 go. 0.5 1 `/O CuRe g.noius C 200D Lot 1 0 ) 010.8 1 - FTZt 1000 FT.'" 1 3000 F T. CI':!:nti. Eng 221LT, IST QV No, \2783 1/ lsig3 (KW M) SoWDISS (ZD. . 33 t"4 . .ADIUS FILLET 030 A R- 0. 03 Ache ,.STORAGE RE 4 20$ 4 SToRAGE S1 AVAILABLE MIDILov . $TH ADDITION DRAINAGE CAI.CVLA - TroNS (40 fl- .)CI.9S F.K Z 79.20 FT3. > .T9. Fill ( 4- I N . T. t )J/ ` ( Is3G .f J \ 12 IN•�F1 . C(.tSS- SECTIONAL AREA of SwALE (z)( 1 (. - ) - x.98 F'f. I of 0. 2) I - ?rE ugu DRYW>;LL -f 0 fT• S TORA G E (1.oCFS ou ? � L 79 FT3 NO 127 SP.' x/16 /93 (lcw r-N ) • ID 1o? of Df- Avev4M M1p11...OME E I.DD 1 b3AINA&e CALCULA'titNS t3 � EASEMENT r onTioni .1/? t, �f rfrrr —�— NOR 0.116 _,,�� rTmrr rrrnrrin Y 1 t 0 P E MA F ?.iFT o r`rt p.\313. S PL_ Co NC. CURB Fl S L oPE S� F �'E� �DKMh� 0 V A 10 10 1 d.c..oSS SE IONAL AycEA of SWAL . I _... BE J 1._ :9 ar (2 k (! )(Qn (364 1. n f , I t F?Fr 0- P5 EM IL Fz /w 1.01 O.R1 Top of DRNEWA1.. 4 'w 0,0 41 1 " Wog M� 1147 F T/ F T� 't` �Y l ;6glF l //�yffiY�� il" 0,2 1 swA SWr.LE BoTtoM N0. It16 f /1G/93 CKwr -) CRo5S SEC"t tom AL AfA of SWALe c,o N G. CIA r- 93 . &)(°2)(471) * ( )(p (oa)(4°) 3.55 o 1.01 0.48 z.00 . DATE = 1/16/92 PROJECT NAME = MIDILOME BTH .ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .3 ACRES SUBAREA 2 = :03 ACRES TOTAL AREA = .33 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 9 = .01 CHANNEL FLOW VALUES Z.L z2 N = 8 = 0 S = .005 TD = .1675 COMPUTED VALUES DUR - 5.00 110 = 3.18 010 = 0A = .87 RATIONAL FORMULA HYDROLOGY DESIGNER - K W MCNULKIN BASIN A SUBAREA 1 RUNOFF COEFFICIENT - .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF CoEFFICIENT = .831818181812 CuT--Es OPENING bcr L.QW ?DINT 0+4ci - 35 -T H fy4a. h t 6 - 2. o-E: Re-ke.ti o? C.-1.w.E. 0.■615 Gerch-t o WENT tar.. aZ o. Qt Ft-ow g& B t- 0.3+ c 0,5 FoF. c 1 a .7_ - ic•orsi (...)(B) h 3. 021 (B)' 0.61 L. z- 4.1t - FT. 3.oSi Sao( S ft. \t41L)C c$ (N. neF S k 3 1.15 - Sk5.15 - k 5 3.9 0 .15 13AStr4 MIDILoME. S P..141 gktN A6 'DNS / z 63t3 f - to"r&L IS3,91)((S) z P Ito 0 to?._xY g.S 1n22 c 33,10,14- (2.000 •-t- moo )f Lots I,- T _ A Dv. 7 , 0 3 "t. .l 7- i c>o o . 22 ) 1- 3 o • • ■•- ---••••••• 45 2..og FT, 2. No. vn t/ kw NA) l‘vE_ ttcrEf. floiE FILLET - 12 F"T. P1148 t P;!: v1/4.481 1ST 0 I\ cr- I- I\ c B A IN Lots I It -13Loc.K. S t LoT5 dr 5 MIPILome B -Th At) V)F-t1/4INA6e cAt-cuLA r A V c.111.5.(Y_T_ (17-1)(15) 2 -‘153 Soya “. T 1 Q t. "2.06 SI IzEISCD 0 _F-tc2I_Mt.D . 01. . CZ-193 1/26. /9 M) swALE sTogkGs AVAILABLE or4 - 38TH ram E - 795(1.9a) oic96 Lot s 3 . 3 / .................... 11 (69)( & 0.95 tscs 34.4 155_P_Ft 6 1 ' (6 (I) (.9 S) FT.-' e tog fi. 3 Tz a fT, 3 3 o o 3 \) ft, )1 1 -435 - v "z"1:7 \NELL. sk- D f S1012-AGE (1.0 CFS ou'V) o Ft 4 35 ft - 1 3 ‘ ft? •• • • •-- ..... 13 tb SEMfiN.T 10 "!o? of srizAv w&1 u M`D1LOr\E fp PDD 1T1oN 1 )4'Mt•k6E CPLCuLP'tivNS R D. 116 . Ft /FT• MA �._ - .wf4l.. Stops E � 10 °_ Ip% $•cC L`�OSS \ - SEC11oNPL AgEP Of SW■•LE. 6 5 R / l / \ r/ / 4 � - 3 (7 -V7 I - — w I V Fr.. °�3. ■3 E•PSEMENT tot TOP of DRtVEWPY F-/w v o.0t6"1 Ft. /ft, l' jfro pronn o Yt t ‘ ,o ?E p. \3� vi PL. r i Oft MP 1•o1 . . . o.`II 4°- s nna N0. Vale?. VtG /93 K .`44 , 11 - %) ii f'c i C N C. CURB SWAGE SO TOM CRoS SECTtoNtit. Pc-EP of SWALE 1 417E7 .. 6E)( )* (i)(0 (os)(4t) Z 3,55 q* 1.07... . a, . 2. 00. DATE = 1/16/91 PROJECT NAME = MIDILOME BTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .52 ACRES SUBAREA 2 = 1.04 ACRES TOTAL AREA = 1.56 ACRES COMPOSITE RUNOFF COEFFICIENT = .4 i9 Ct = L =:132 N = O '0o4) CHANNEL FLOW VALUES OVERLAND FLOW VALUES L = 175 —m Z1= 8.6g, Z2 = 7.3Y ( SWALE t..otS 2 = 0 TD = .5615 COMPUTED VALUES DUR = 18.02 110 = .36 0.1.0 OA = RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN B \-0 "C SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 / ( ; oo. kg • 1/41.T. ln5 si DATE = 1/16/93 PROJECT NAME = rIIDILOME STH ADDITION DESCRIPTION = STORM DRAINAGE SUBAREA 1 TOTAL AREA W,CRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L = 21 = 22 = N = .016 B = 0 S = .029 TD = .096 COMPUTED VALUES DUR = 5.00 I10 = 1.1B OA = ( .'4 RATIONAL FORMULA HYDROLOGY DESIGNER = R; W MCMULKIN BASIN B PAVT. SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 _ INCt -tapes pANT. oN En DR1v+r ANo 3a Ave.(To DRtvEVJ/.y of LoT 5) 50■2 ft . w 0,17 ACRE St 81.4z 1t 3S.13 E.F• BATES DRtvE 148.69 e 2.9 3 " .5 164.40 C a 89 6 , a - r - TE.. GUR$ of MtRe tCt Low ?0IWc MttpotNT of CURE F•ADI■S h It 6 z o. 5 ' & \G HT O f Cu gE 4l = 0.Og6 PEP"1R Of IKt C.,f s FLOwtznfE Ft o.ogG z. 0,1 < 1 r, 0,5 3.08 (L)(14)- /2 fog " < 1 VA Q L L 3,08'1 (14) " � 2 y.3 L 3, 10 FT. 3 (o.o9G) /Z SAY : 4 F. WIDE to N. DEEP BA SIN C OR.E A 10-Ac' A_ QpV1 z (too) (18) z 1$o0 38 AV E (3+7.- ,44)(25 _-.. . 5 - BoWD1 =N C200)(18)..._.._.=. 3(000 EACes T-D. Z� 36 1"12_ RPhiuS F LLET - 1403.49 -2 ±z5 - ------- --- ( _ - 34 .. 38" Ave 413hq (418.49)(18) =. .9613 BATES F.D. ^.. S6 (LPtI.&S fILLET \5, .FT- MI'DILOME 'ea /apDl'TIOf`1 pRAIHAGE CA1.- cuLA"CIoN3 . CalCAss L 14 148,413 FT -' `l.._.. LoT 14, 132 fT Z -L loo -o FT Z 2,000 FT LOT — 5c 565 91,S1-8 8560 = 21 305 Ir>\REg-vaus -_4 _2`1.,.$6.5. •. _.7.7 -. 56, 865 fi 1'31 AcF-ti z FT. 2 . I o A ftti BASIN F 1 .MENT "20$ STORAGE REQutsED SWALE SToFAGS. AVAIL PELE C 0 . D (*)(1.98)z 121 FT @0 C 2 (80)(18 = t44 fl 7-7 = 6o FT; (69)(1.9E) = 131 FT C3 (85)(18) z 1539 f T2 ... . 64 FT. (69)(L.98) z I?1 ft (85)08) = ..1 53 0 ft 4+ FT? (-zo)(1.98) _ 4o FT y C (3 6.48 FT 21 fl- 3 (t6$)(I.99) 7 31z (='t. C 4. I05 18 _ 5000 VC- 7.08 FT3 150)0.9 S z 291 FT. t -- 86 f T :1 Co 0. 60 7 /0 (17.1)(18). _ 3186 et? . \33 fT3. (35)(1.98).2 69 FT.' C 8 (24- 1)(la) z 4446 FTZ 2"1 )185 f (140)(1.98) 7-11 FT3 0.1 ^cge L 30 C , (88)(18) zz1610 f1z . 7a ft ( =. . 4o F13. t 86 FT.t G `o (100)(18) - 1866 F'tz 7 FT. (52)(1,98) z \D3 FT3 4 86 F T. LoT Z- gLOCK Z LOTS 2 T 3 LoT5 3 ? 4 LOTS 44.5 L0T 5 . LoiS 5$6 LolS 6 T 7 LoTS '7 T B Lots 9 8 Lot 9 $L S - totzAGE Rt.RuWtD 1 � - 2.08 51 oFz AG . Z M \D IL.OM6 S F\DD IT1ON ) DFZAINAGa CAL- CULfTLoN1Z ZI, > 3S ft2 890 fT3 < 890 fT3 2) \ E P '1 w6 c D FT . J SToRAGE (t.o cFs o•+.T) No 12.183 1 /IS /93 (K.WM) 1 5`1 9 FT JI EASEMENT [o? of D- 'fEwAY •\011..0ME Fp (apv lTloN pct.t•AGE CALCULp..1roNS 0,0161 Ft./f lif NOR� D.1167 Fr.�f . . //A��trrtrn \ �� SvPL- A` S kvALE SC �E.J • L o ° - 8£. ' 1 5 h 419 ;n 3 • P c 0- �1 10°- 0t KC 10- t Ct.o55 SECTIONAL. 13 E.AS e.mer r TOP of DRtvEWPY R-/ -4 no Kr" ft. ta/w $ s 1.0.-1. O. e ll r hicEA of SwALE (2)‘ (z)Qi = t,q`p fl . 4°— NoRp,1 116 Fr n � ZCr6"stil .yr , wjt.k • /I1Np `1" O I L S 3 AL SwALE SLOPE .. . . G, 0 1 6 F'(./ 5W4.LE .5orroM C 5SC. NAL M.( 01" SW ALE 4c• ( ?)( °)(4 t (z)(9 = ) t ( 2 3.55 rrgi 1.01 ()Aft. 2.00 NO 1Z1$3 1/IG/93 (Kwr%) GO NC. CURB Co NC. C. U r: • DATE = 1/18/93 PROJECT NAME = DIDIinMF 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1^31 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 2"1 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 3.41 ACRES COMPOSITE RUNOFF COEFFICIENT = "43S123467155 OVERLAND FLOW VALUES Ct= .15 L () N = .4 S .O1 CHANNEL FLOW VALUES L = 775 Zl = 8.6 Z2 = 7.3 N = .3 8 = O S = TD = COMPUTED VALUES DUR = 52.34 I10 = ^66 010 = .99 OA = .99 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN C SWm.t DATE = 1/10/93 PROJECT NAME = MIDILOME 0TH ADDITION • DESCRIPTION = STORMWATER DRAINAGE SUBAREA TOTAL AREA = OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 S = .01 CHANNEL FLOW 'VA=LUES L = Z1 =i'�2 Z2 = 36 N = .016 B = 0 S = .0O0 TD = .1144 COMPUTED VALUES DUR = 5.0O 1 0 = 3.10 010 9 DA = .29 Cu 0 ?ENING A"I 1.oW ?o114 1 ,1 s . 'L BATES DFtvE h Z ( 0.5' Fl z 0.1144 Q ' O.2.9 c.fs RES Q 3.051 (1- )(N) Q 3.0131 (1-0 'RATIONAL FORMULA HYDROLOGY 4 DESIGNER = K W MCMULK:IN BASIN C (PAVT.) Nt1C ■& of cv.Rs D.PTH of W FTEfZ f LOWRATE • SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = H 0.1144 - 0.1.3 0.5 fv- 4t O21 — 2.43 Et. 3 (0.1‘4 SA'(1 3 fi. WIDE j 4 )N. DEEP t -'Fk67 k2o.4Z "" gODFs Dc-\v Es CA \DI LOME S p.DD ITtoN DRAINAGE CAL.CLILATIONS (4 = __. '7566 'v. 436 ■3i5)(1). - z48 'R' (45)?...__..Z 3 t `b i 1MPEVioas 1 3_ i9_...1 0o:o N0. 1213: (Kwr -) f LLe1 'z IN. I2 iN /Fc. . _555 FT, "zos" STO�/.GE LoCS..� (Savo t t000)F'r. .Z -2.11000 Lo? 1 ft 66 ... _ 2,20- FC.1;E BAS I N PAVSM?.NT "tog" STORAGE. REQt SwlLE STogtGE f J&tLABLE 3 D_1_ -- ( _2:113 Vt =24 = .Ll .. VI. . (5 Z. _107. FT.3 _ —D _..._ _.( -1 5)( . 18)° .. _ _ .3.5Q ft? .. 5 C ° ft. : (44)(1 8 ). `_ - l?-1 _.Fl• 1)-3___- (_1S)(L8)_'_.1352..fli 5 rt ?. (2 )(198)_ 4P f'C. _.___D 4 ._..... (34) -(1e - - 6 - � .. — fi - 2 6_.F - c 3 . _(3 :9. E.) -.- 71..FT,3 _P ._ 91i_ FT. 3 - 8 FT �.. ( ?- Q -p,e , C Loow. - p - - '29 FT, .... - _.... 3° .FT' (`} : . 2 3 C 1,00 ° (r)1,3■q C4) 555 _ ...... _F 236 F7. _ (??)(2.2'(Q.5) Z 2-42 F O. ■3 AC -t- QoND . _ S..V4 AS E LoT 12 _842 t -V, 3 LOTS 12111 I.-0T 5 11 $ 10 LoTS 10 1-0155 1_0T 10 _... BLac.K...3 . _ MI —01,1e S ADDITION 4 0?-Atvlp4e CALCULATIONS N0. 129$3 1/I s/9 (KW NI) SI F-EQu\ ?.E " 20B ST0 .AGE t 13,319 Ft 1'L tN /FT 2- 2 TNPE - "B" DFzYWELL (2.o cfz oui) 510 AGE. 555 3 .. . = - FT. 0.116 nr�i,n,urrala i if I L oP E -NO RM A` S `E � S LO�E . tV'1 i r 10R�^ �' S fi to' to Ib O ,V.oS %- SECTIONAL 4.771 fT 9 Fr. 3 `± w 4 � nw ta E'AS EMSR - r TO? o f DRwVE 1 p.DO1T160 pc-Att4AGE CACCU.LStitMS ei 05 X\ / \ i. (4 �o )(3 _ t.9S rt. f 0 `11. / 0'1 / o c 1 1 4 F--/w tzlw 0.0 16. f '(• /f Y. ARE of S WI.LE NoRM^ . V74—t Yo h /' i4-71T 2,6 FT/ 5wA1.E BOTTOM N0, 1Z16? 1 /tc /q3 KW1 co • NC. Gu FB I c — cRo5s 5EC1 tDNAL ■F-et. of Swbwe 0 / 16 42, _ ,9_3 ..... C k (2)( )(II r ( .t ) Z. 3.55 NA yq'4 /I/ ti ... I* 01 . . o.4a 2.00 HATlONhL FORMULA U/UPULUd DATE = 1/19/93 DESIGNER = K W hCMULKIN BASIN D PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .79 ACRES SUBAREA- 2 = 2.2 ACRES TOTAL AREA = 2"99 ACRES OVERLAND FLOW VALUES Ct = .1f L 0 N = .4 S = "0l CHANNEL FLOW VALUES L = f22 Z1 = 8.6 Z2 = 7,73 N = � = 0 S = TD = COMPUTED VALUES DU• = 26.76 Il0 = 1 O1() QA At-C S \405.1I SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .348160575117 DATE = 1/19/9:: PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORM rTER DRAINAGE SUBAREA 1 = 1:' ;ES TOTAL AREA - 1 : ACRES OVERLAND FLOW VALUES CHANNEL FLOW VALUES COMPUTED VALUES DLJR = 5.00 110 = 010 = DA 34. Q Z 3.051 (L)( N) Q l.. Ct = .15 L = ii N _ .4 S = .01 L 'I.1 = - N = .016 IS = 0 8 = .02' TD = . 1044 3. °S1 (H) /z RATIONAL FORMULA HYDROLOGY DESIGNER == K W MCMULKIN BASIN D (PA'VT. ) FOB 1 E;UDAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 a'A-E o ?ENttG AT LOW ?OINT ; ST A. 1 134.66 BATES CouRT h 6“ D.s HEIGHT of Cw2E 1-{ = 0.1044' DEPTH of WATER Q= 0.31 cfs FLoV4 .k,T . z 0.1044 21 0_S p. 0.31 3.55 FT: 3-081 (0.10 44) SA! : 4 fT- wluS • 6 IN. vtEP 3 A 5 1 NI A .... 5 2 1 j01- fi- - To - rk,... rfOrr. ir (4.5) 1 izooFs - -4 - M1D‘1..-0Me sti F.DPITIoN CALCuLATioNS 3 1.-P15 4 "le vgvq‘S DoT _A IvArEgvievc.; - t 9 0 D 14,751 r-r. 0.34 ACF-E g ss --- 1 211_7 I f .O.SI. Acge. z484 S S‘ szko.k.s 2. v 2 - 04 4 r "208 51 °RAG E. P7DP2 r (2 0 Ot. -1/4. I op ft SATES c - r. P g6644 NQ 273 i/t6 /93 (kw ti) - -- ._1-S_I0 - P AVE _ ! ENT ....__....__......_... IA 20 -STORAGE - (Z SWA1 -E S'foRAGE .. AVAIt_ABLE -Dr4 - -- _. SATES Co.&RT _S - � 3__ _ _ _ . - 121 FT. z 3 .. _.. 3t et?. 0. LOO `!° = (44)(1.9$).= 8� FT, .... Loot° (19)(1a)(o.5)zr•_18 FT QoNo C-t) 5 (4.)z4a ... .._ ._`h t I ..ft ? .. 0,09 Ac[LE ‘ 1 2 - 1 - LoTS1 6 _ $L9. coT BLOCK -3. Lot 5 BLOCK MvokLOME `S ADDITIon! DFzAINA CALCULATIOr1S STORAGE gtQuvgED: 2) - rNpE B DR/WELL. -t. a FT. STolzAGE 1. " - 5"SORAGE -.. - 5-15V f . * . �2i .. .... 1Nf0, lZ'1 I�I`f r 93 (.K 1h). - 3 10 'Cot of pRmiev4M co . o , O I G "1 F t. / f t. m ,,,, ir scru 7 9 _ _ �- -- -- ivO2 ()."67 F ?. . rrrlr�in ruiar F t IF4' S60PE � MA` SwA4E IFT O D(L.M � PL V{P 4�� GoNC. SC Fu E � rl 10 � C � \ \ /o o - SECT IONPL h EP Of S`NALE ls... `2(O (1)(Q ) F AS�M'ENT eA5 EMEN? TOP D DK \V F. wPY A\ \LOME £ 3 f•DD ITIoN to /1/410 CALCULPCC IONS ZazT^'--- 'CO 0 .0 1 b t Yt t NOR 5WA Crl� �r6Q /l�li7�`I .fl j 4 1Tt" 2 83.¶ � • .. ... ... ... . ........ E SLOPE.., L. I.o-I. 0.11 1 ¢/w tLl � 5Wr.1.E BoTTOM ■ 5 1.01 ... 0.43 2.,0 o • No. 12.763 1 /1G /93 C w r1) 1 9 r t. A-4 CRo5S SECT lor1AL PC'-EP of SwPLt CURB Conc. c.uF5 93 •., ...... ........ �z) (o )(4 ° )? 3.55 _ti DATE = 1/19/93 PROJECT NAME = MIDILOME UTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 . .34 ACRES SUBAREA 2 = .81 ACRES TOTAL AREA = 1.15 ACRES COMPOSITE RUNOFF COEFFICIENT = ..37171910435 OVERLAND FLOW VALUES CHANNEL FLOW VAI Lt = .15 ' - � 7 L = 2 LO't 7 J _ .4 9 = .005 L = z1 z2 = 7._ N = • _ N = 0 = .01 TD = .5946 COMPUTED VALUES DUR = 20.16 110 = 1.4_4 OA . 6 010 RATIONAL FORMULA HYDROLOGY DESIGNER = 6:: W MCNULKIN •BASIN E S wAo.E LotS — 1,6,5 SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 ATIONAL FORMULA HYDROLOGY DESIGNER = v: W MCMULI:IN IB;ASIN E cr-AvT. r PROJECT NAME = MIDILOPIE STH ADDITION DESCRIPTION = S RMt ;TER DRAINAGE SUBAREA 1 .09 A REG SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .09 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 DVERLAND.FLOW VALUES DATE = 1/19/9:' Ct = .15 L = 0 N = .4 J = .01 CHANNEL FLOW VALUES L = 12 Z1 = Z2 N = .010 8 = 0 S = .02 ID = .090:1 COMPUTED VALUES DLJR = 5.00 I10 = 3.12 010 = (C2/0 DA = 'CuRB OPENING AT Low ?DINT ; STA. 34-.66 SATES Cou{ZT h G" = 0.5' =o.OMDt' Q z 0.'16 CF5 KEIGI-tT of CURB DEPTH o.F FLDVJ Flow F ATE 3 4. c� = 3.081 (L.)CNI Fo F{ 0.0901 — z — 0.18 o.5 Q Z 0.26 3 FT. 3 0Si (H0 3. 081 (0.o1o "� SAY : 4 FT. WLDE ) 6 IR. DE£P 4+61 A PAVT • -- otts z 6Z z TOTAL Mut70..-ov\5 ca"t i \p9t-noNi PF.AINAGE C..klecut..P:rtONS 4+z , 4_ Lots.. N000-k-t000) .V2.)000 FOO - DIZAV konf t vz 3 !9, fr. 0 V1,95G * 2 , 451 ft• Citatt NO. 1 1 / 4 /t0/95 (KWfrI) -z P AY.ErnEN.T. - - - 9 _03 a_. &14FT•Z (LZ 4)_(18 ) _ = 0.0 AcF-e. Z _1350 .FT �. (.104).(15.) _ _LBZz F u20a 51012-P6 (zE Q\-1 \RED 4 = __. 51\ .• LOT LoT \.z L oT LoT 3 LoT5 k T 5 BLOCK 3 f5 1e C 20g 3 ( FT. )/ \ 332 F T• N1 ■PILoM . g CH IvOD1 b?AINA6E CgLCULATIONS -- ---- - --- -- _1956_ FT -4 3 3z_F ' TN'E S DRYwE.LL -t O F1. STORAGE (I.0 CFr 0.0 5)(1.9 S)_= e o. gog° NQ. 121 83 \ /IG /9= (vr ri) SVWALE STORF-GS- - /aVAILNBLE ON. _ 13 FCC S U go/ E (5z)(1,9.5) _ F'C 3 o. So %o (? .Z_4 o) (1.95)0.FT: 3 c o °1 ° (1_ C 0.Bo °7° e 0.80 9. 3 L o.80 %^ 3 _ 3 1 0 ' o,or61 Fr. /ft. ro tjinin 5 0 . 11 6 crre _� �t7, . 3�3. Fa .1f F S 69?1" - NO 7 F7 , /fT 0. ir lP'�r v1 Kr„r SW \3 €A SEM E 1o? of p v \3 >rP5 EMENT M"0"—OM - E' ' hDD ITION t tt4AGE CAI.CULF.'CIONS a ripK P e F� S� 0t - c oss- S hREA of SWALE. 1 5 Top of tawEWPY (±/125-)(422)k (- )(01)(544) = 1 ri z gie .J. 4 ° - R �rrr NogM l.11e7 .FT�/FT.... 6 Y1`r647 �. « 1 f/a�71T, ^L S E S LO P E ...... 1. fz/w 1 5WA -E Bo .r r N 0 , l2.1 83 1/16 /93 Crwr-■) • 4' o.42) • z.00 CRoss- SEC'rrors4I.L ASEA of SWALE co N.C. G u FB 2)Yos)(4Z11) t ( )(O”( =) t ( Z 3.55 DATE = 1/18/93 PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = "46 ACRES SUBAREA 2 = .98 ACRES TOTAL AREA = 1.44 ACRES COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES Ct - = .15 L = 225 \,«TS nap 4 r N = .4 S = .007 ~/ CHANNEL FLOW VALUES COMPUTED VALVES DUR = 20.49 I10 = 1.43 010 = QA L 137 21 = 8.6 Z2 = 7.3 S\N8LS N = 3 ^ \-vTS At-ID A- B = 0 S = . 008 | TD = .6835 RATIONAL FORMULA HYDROLOGY DESIGNER = i( W MCMULKIN BASIN F SUBAREA( 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 .3A9587.333333 DATE = 1/18/93 PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STOrRMtATER DRAINAGE SUBAREA 1 = CRES TOTAL AREA = 7 ACRES OVERLAND FLOW VALUES Ct = . 1.° L = 0 N = .016 S .01 CHANNEL FLOW VALU COMPUTED VALUES DUR = I10 = U10 DA = L = 71 = N ._ ,016 B = 0 S = .003 TD = .1 . .00 3.10 .20 ) Q z 3.081 (L) 0-0 z fog L. 3.081 (N) RATIONAL FORMULA HYDROLOGY • DESIGNER = K: W MCMULKIN BASIN F (P'AN'T. SUBAREA 1 ('RUNOFF COEFFICIENT -- COMPOSITE- RUNOFF COEFFICIENT == CA1F-S E.t ui4 G AT Low POINT STN. 2-x25 I BATES DRtvE V.— (n' =O.S 1- tEtGHT of CURB 0.1 t ?TH of WrtEtZ Qz 0.20 CFS fLowgKte 3.021 (o.1ot H O.10 0.20 L = z 0•S 2.05 F. SAY 3 VT. wttE I 6 IN. Dtit;P 9 _5 ±_p 9.21 6 ....... —3 + oV 1.0916 BASIN 101 AL. Lo-t MvPLLDMS- BTH ADDVt LD■ DRPI•AGE cA�CuL-A't ■ors 0)(2 5) 5250 t^1? . 0,12 AcgE FT- l_ o T \mPERVio4 5 -5. ._ t 2.D o z - 72 0 FT A... \' , - 663 — 1250 94 5 fzE4C.1 - CRE➢ \� "2o S Tog AG E r O f 20DO It 1.1 ?E •A4 - R`IwELL -i o F'C STORAGE (0.3 c.fS.o.ct ` 4:';/� : No , (27 83 Vt6 /q3 C KwM) D.11 Pc? 0.22 AcR E T O Of DF‘VEwAY r ,rn�� ! ! .1.4° °.11‘.2 FT / fT. l,riry rrrr�r7r p. \ 3� 3 � SVf p�E S�oPE ... ... S wAI,E S LOPE P3'� riDR.Mf` ■o°- tp% V‘ ct%.o5S- 56CTtoNhL AREA OF SWALE. 8� 5 �t .(z1O)(4r29).1- `=11(Q7)( �rrw �a JO AO 4 29 op r. 10 M \p\LOME S t V 1TtON ID C.AtNAGE CALCULAKItNS I. 0 - 1 ■3 trAS EMtiNT 10 0 Tor of pgwEwAY '00 0.0 \6 p T. _. ��• :lfl 5g3 f�1f� NOR m AL ... SWA 4.E SLOPE r F- Rlw a o.q 5WALE BOTTOM NO. 12'I$3• \/t6/93 (Kw r1) t.q$ ti Cgo5S An-P' OF SWALE Co NC. Cu R6 Co NC. CN ICS � l `��'TIONAL FORMULA H�DROLOGY `� DATE = 1/19/93 PROJECT NAME = MIDILOME GTM ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .17 ACRES SUBAREA 2 = .22 ACRES TOTAL AREA = .39 ACRES COMPOSITE RUNOFF COEFFICIENT = .476923076927 OVERLAND FLOW VALUES Ct = .15 L 203 LnIS Z. N = .4 S = "005 ~� CHANNEL FLOW VALUES L = 40 Zl = G^6 Z2 = 7.3 SW ALS N = .3 � = 0 \~n7 \ S = .02 TD = .4255 ~~� COMPUTED VALUES DUR = 13"12 Ilo = 010 = OA • DESIGNER = K W MCMULKIN BASIN G SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 a DATE' = 1/19/93 PROJECT NAME = MIDILOME OTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .12 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .12 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L = Z1 = Z2 _ J. N = .016 = 0 S = .011 TD = .1017 COMPUTED VALUES DUR = 5.00 110 = 3.18 Q10 = �. _4 QA = 34 Cu-. oPEAtr nT LoW Pot•Ty STA. 3t81.9t BoWGt_H.RoAD z 6 0.5 k = 0.tot'1' = 0.34 G FS 3 Z Q 3.051 (L)(h Q 3.081 (H)34Z \ 'n'ATIONAL FORMULA HYDROLOGY DESIGNER = K: W MCMULR:IN BASIN G (PA'VT.) t1Et6HT OF GuRe DEPTH of FLOW - 0,10t1 - 0 20 �n 0.5 f Low RntE „o- h o:39- 4 3.49 FT. 3.081 (o.ton) SPY : 1- ft. wtDE ; 6 lg. DEEP DATE: PROJECT: MAD G,M6 mi.. AJ) PROJECT SPONSOR: ( ' UESCM - A4Lfl amtt 'Nt TEL # &03 PROJECT ENGINEER (Road & Drainage Plans) 944 *M µ n S freVit GAd2Llce9) TEL # 7 /3zz PROJECT SURVEYOR (Plat) YES NO N/A V 3. I have noted the plans L SUBMITTAL CHECKLIST GENERAL ITEMS and drainage plans. 1 PROJECT # P1lb6 f1 REVIEW # REVIEWER: TEL # 1. The $100.00 fee for plans review has been paid to Spokane County for this submittal. 2. An agreement to pay fees has been submitted to Development Engineering Services. plans out dates on the pink sheet in the file. 4. The plans and calculations are stamped and signed a Professional Engineer? 5. The developer has signed and approved the road 6. There are no conflicts between the proposed drainfields and any drainage ditches on the plat. 7. Bowstring calculations by developer are in the file for this review. 8. Vertical curve stopping sight distance calculations by developer are in file for this review. 9. Horizontal & vertical alignment sight distance calculations by developer are in file for this review. lOc. LAM" r a lla. lib. tUAt at ke- kk - to-044 ,raw`Ilwae 10a. The file contains a Spokane County Section Map. 10b. The file contains a Spokane County Assessors's Map The file contains an aerial photo of the proposed project area. it bib c t W 4 F7 .e PP 11 Project is located in urban boundary area. Project is located out of urban boundary area. 12. List any design deviation requests and their status: 13. Locate the Findings and Order for the project and a" / list any unusual conditions: 1,,, o-✓ Yew : bG 46440 I 5t1 2 , o a9 4f , 4wLao 2 _ 1. List any roads that must be designed and constructed on the project. ROAD NAME CLASSIFICATION WIDTH DESIGN MAXIMUM STOPPING SIGHT REO'D SPEED GRADE DISTANCE 841E5 2tiv la Ar- 6 w ea) 4th 11 cer boat- Azt - 4/S 7 ROAD PLAN SUBMITTAL 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolation test request to the Construction Section with soils information and a layout of the project. "R" value text request to engineers (date). 3 j46tN xr eVw Lt MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM4Report ViewerCMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMNS 1 14:1.4:55 28 APR 1993 ., oad Names MPost. Reference Descriptio Road Log Into 3 30WDISH RD 00.000 DISHMAN -MICA RD U 16 LIGHT BITUM. 20 3 81141E544 J J Ii6.. 109-- 443ftN - 7 6 , � s7firAV 00.410 36TH AV 00.550 34TH AV 00.680 32ND AV 00.750 31ST AV 00.810 30TH AV 00.840 30TH AV 00.870 25TH AV 00.540 28TH AV 01.000 27TH AV 01.060 26TH AV 01.120 25TH AV 01.150 24TH AV 01.250 23RD AV 01.300 22ND AV 61-4-6-64-8 1-1-T it - i R 1 Ti;fa`Y - t U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. U 16 LIGHT BITUM. 20 28 20 20 20 20 2 0 20 20 :20 20 2 20 01.440 20TH AV U 16 LIGHT BITUM. 20 J TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM? 3Li.st 3 3Use Direction Keys to View Report (Press CF1] for help) 3 CDDDDVDNDDDDDm4DDDDDVDDODDDVDDDDDDDDDDDDDDDDDIJDDDDDDDOVDDDPDDDVDDDDDDD00DUDDDDP4 3Esc--Exit Enter -Next Page J i 1 6. Are existing utilities shown on the plans? 7. Are proposed utilities shown on the plans? 8. Does the note "Any conflicting utilities shall be relocated prior to construction." appear on the plans? 9. Are curb design sheets provided for existing streets? 10. Does the curb design conform to Spokane County Standards of section cross slope (Between 2% and 4.5 %) ? 9/A 21 11. Is there a street cross section shown for widening existing streets? 12. Does the proposed vertical and horizontal alignment meet Spokane County Standards? 13. Do the plans show the typical cross section for streets? 14. Do the street widths match the Findings and Order? 56' fo t 15. Does the typical section on the Spokane County Road, Standards ?»' ✓ 16. Is the cross slope shown, is it standards, and is it correct? 17. Is the type of curb shown? plans meet within our 18. Is the type of curb shown the proper type of curb for the road classification? 19. Does the curb shown meet Spokane County Road Standards for curbs within the public right -of- way? 20. Is the curb type consistent with the curb in the general area? 21. Has an "R" value test been performed for each soil group? 22. Do the vertical curves meet or exceed the required length for stopping sight distance? 23. Are the low points of the vertical curves at locations where water is designed to flow through an inlet or curb cut? 6/1/ 4 L 24. Are stop signs shown for all streets which intersect arterial? (Check with County Traffic Engineer if there is a question) 25. Has the intersection sight distance analysis been provided for all intersections with arterial or higher classification streets? / 26. Are street name signs shown at all intersecting streets? 27. Is there a need for barriers at the end of dead end streets? 28. Is there a need for other special signing? (Check with the County Traffic Engineer) 29. Is the bench mark shown on the plans? J 30. Has the Fire District approved the proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 31. Are BCR, MCR, and ECR elevations shown on all curb returns? 5 Gf C't.45 po($6 32. Are cul -de -sac grades shown for the top of curb? 33. Are curb returns shown in the profile? 34. Are the curb return elevations correct? 35. Do the cul -de -sac grades meet county cul -de -sac standards? 36. Do the intersections meet the 2% grade requirements? 37. Does the curb return radius meet the county standard of 20 feet? 38. Transitions from end of curb to existing paving shown? 39. Is there a need for slope easements? 40. Is there a need for erosion protection? 41. Are the curb grades below the county minimum of 0.8 % ?c 42. If curb grades are below 0.8 %, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 5 FIELD REVIEW '` 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. County roads cut off drainage as per drainage calculations? 8. If culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: J DRAINAGE AND PLAN REVIEW CHECKLIST 7 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 2. Was a contour map submitted or a map with adequate spot elevations on it to properly determine drainage basins? 3. Was a "best available" contour map submitted? 4. Were all existing drainage courses shown ? - Pdua` 5. Were all the proposed drainage courses shown? _ 6. Were Hydrologic calculations submitted for each basin? 7. Were culvert calculations submitted ?RFE j Jliv 4" 8. Are percolation tests required for soils in this area? 9. Were grate calculations submitted? 10. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area ?SX6- 1I 1 ktopiwviti 11. Are ditch capacity calculations submitted for all ditches that are proposed to be used in the drainage plan? 12. For 208 design concepts, were swale floor sizing calculations made? 13 For 208 design concepts, were swale volume calculations made? 14 If a detention concept is being used, were calculations submitted? 15 The drainage design does not propose to divert water from a natural watercourse. 16 The drainage design does not concentrate water flow where sheet flow previously existed. 17 No part of the plat lies within a designated 100 - year Flood Plain Area. 18. The drainage concept is compatible with planning commission requirements. 19 The 50 year frequency was used for off-site areas. J 20. The difference between present and future flows is retained on the site. INLETS 1. The inlets shown are within the stream flow. 2. Curb type inlets are 'shown at sags and are properly sized. Perimeter is divided by 2 for calculations where no curb opening is provided. 3. There are no long curves with flat grades which pose a problem. 4. The centerline road stations for all inlets are shown on the plans. 5. Grate type is shown on the plan and is acceptable. (Spokane County, Standard inlets in county ROW, on private property other inlet type may be specified) 6. A detail drawing of the grate /curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within J county ROW.kow Z" 04> "' 7. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW.yA echt 8. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. 9. If inlets are in a gravel road or a dirt ditch a 6'x 6' A.C. apron is shown around the inlet. 10. There are no inlets shown on the high side of a road where they will do little or no good. 11. Catch basin or special manhole details are shown or a standard drawing is specified. 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS 1. The swale bottom and sides have sod or grass turf specified. 2. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) 8 3. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 4. Drywell is located within 8 feet of the curb line. 5. Soil type is appropriate for drywells. 6. Drywell location does not conflict with underground utilities. 7. Drywell type is specified. 8. Drywell grate type is specified. 9. Bottom elevation is specified and is correct. 10. Bottom dimensions are shown and the area matches the required area from the 208 calculation for impervious areas. 11. Easements for the 208 are shown on the drainage plans and on the subdivision plat and are of adequate size to contain the 208 swale and are tied to the lot corners. 12. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. 13. If filter fabric is specified for the drywell its installation specification is adequate. 14. If 208 lot plans are required they were submitted on 15. The 208 lot plans, dimensioned to lot corners, have shown - drainage easements, - setback requirements, - _bottom of swale elevation, - rim elevation if drywell are present, - _curb cut lengths, -_any drainage ditches, - an attached cross section of the swale or ditch, -_has left the lot area clear of writing, - _shows grass sod, - _shows depth from the top of the curb, - has been stamped by a professional engineer on all pages, -_and is of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 16. The 208 lot plans show the lot number, block number, subdivision name, date drawn, and scale. 17. The swale is not located inside a future set aside area. See Findings and Order for where setasides are required. 18. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS 1. The road culverts are at the low points of stream flow. 2 The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". 3 There is a minimum of 12" of cover for all culverts and storm sewer pipes. 4 The minimum velocity within the pipe system is 4 feet per second at design flow. (Note: The County Engineer may permit lower velocities) 5. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 6. The minimum culvert and pipe slope is 0.5% and all pipes meet or exceed this standard. 7. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. 8. At locations where two different pipe sizes inter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 9. There is no downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 10. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that are 18" and larger in size. 11. All pipes in the pipe system are 12" and larger as per Spokane County Standards except for 10" pipe that is allowed for connection of inlets to catch basins or drywells. 12. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 10 13. The maximum distances between inlets on the same slope should not exceed approximately 500 feet. 14. The plans show all culvert pipe types and they meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be a specified by the design engineer) 15. The plans show all culvert invert elevations and lengths. 16. The culverts shown are properly stationed from centerline stationing. 17. There are no conflicts with underground utilities. 18. There is no need for energy dissipation on any of the culverts outlets shown on the plans. 19. There is no need for rip rap around the culvert outlet for some or all of the culverts as proposed on the drainage plans. 20. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. 21. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. 22. Culverts are shown on the road plan and profile sheets. 23. Pipe anchors are shown for pipe grades greater than 15 %. 24. There are no instances where water is trapped against a fill with no culvert shown. 25. Profiles and cross sections are shown on the plans for all proposed channels and ditches. 26. Ditches with eroding velocities have a proper lining for erosion protection. 27. There are easements proposed or existing for natural channels which cross the property. 28. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. 29. Where the ditch profile passes from cut to fill the flow has been properly disposed of. 11 klwWycwchec 30. An easement was provided where street drainage was diverted onto private property. 31. The perpetual maintenance of private systems has properly been provided for. 32. The maintenance of drainage systems within Spokane County ROW has been properly provided for. 33. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. 12 Pad( Sr Sx B ? .Spktia. 4( RO / p�//G° / .6“ (s I / aot y-w/ SIN 4 : SG° : � v Y°x44 t evw4 ti / fr w Nxica 4, _ 1 t 3mM,L if 14,04 + Igoe. + 6423 z4, zd ' t ld -' rd �lr� WO- - 31lllb 11 0 Vvi3 r 1001D = 41k 7Q3 -ke0 U 1 - = S3z4 (4 T 1 ,4 ,Ktz osovL.,Anad ,Pt 61' d ti Cwt - 4 bc-de ant S 17/O4?(v7 &o /41 Z 1 ea 3Wi • t oole a 104 as] Afrj pit xz 4 5(6,41 /32- 2 - r 3 , uj 6, f " S� f t#54/) _ k, -5` X 2. til 44, 51 w G- (4 5 . k s ly (; % a)= 51 y wa %2 6.311Sv= 11 a ea k 6 N 5.4 _=ZA& 6v = 3713 E (a auh 0 z7P2 ,7Z TA51,4 400 ri; k, fitat vei 544 Alt- 6040 _ ,214 lam 97°1-4 Odd fr X 61 to gwr 3.6 3_0s7 (,124)" for4 _004 cat9 rd 6 2t4 ? / : GZ `C? ea) o" to 60 _dty s i t (4 4-4 9 5 ,9no twuy s tau, =5 — Py it? Z zrr - pr 54 - A -4 A ea aa 5 r3 eh° 16 ' v Jid ° 41 7 T. ff gr :40 Kfri 56tAla c . aw ✓ a a t 3c� Cw - 0444 ?? � cFfo s :eft Pit wrong' be- t Is-r Rt/J U eateuc GZ ` /. tC = 3,210 r 4h1 (kbf 5>L (fit 7 L= 25 -,40x.3{3.55 l l z(Jco) 0) - 3 - 5 64 / u 6 2,5 9-- m isr65 9 PC 2-4 4 -;a s: , ' A Raw C(w 5 > L =? L= 25 - r4-� 3 5s) _ C A 3 /200 -(q- orn3•5Czr-v)) 11 L -z ,7.5 =7 m 1- b - pg, 7k2e 544- . 4 = zhL QC, = z.tz .ice dal s > L ? c-= z5 - r3z-9 A- s1) fr )`200' =s U= 3c ru t,. a- Z0' = s z(zto) - I3?4 2 - =To' V = 30 ,a L- /64 5D = 2a7` = s ihubtr s fC - Ist" AM Wkittig �vz _ tu-z5 ae37 U k 48 G 2z -L 5>L =7 G= 03) - A- zczcu� - t321 0 Sispsen Engineers, Inc. N 909 Argonne Road 926 -1322 Spokane, VA 99212 TYPICAL SECTION DATA Roadway half width ENTER - -> 25 Road Naae ENTER - -> BOWDISH ROAD Left or Right ENTER - -> Right Curb Type TYPE A COUNTY Station Interval ' ENTER - -> 50 C4 c cs Prcjecl: (Y1 1DlLOME 8 T1? ADD /T /ON Job No,: 1z787 Disc.Na.: File Nave: M /o 07- Jan -93 02:26 PH MINIMUM MAXIMUM Curb EL. Curb EL. Edge Pave CENTER t SLOPE EDGE DIST, % SLOPE EDGE DIST FROM ( -4.5% ( - 2% to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT.frac E/P * FROM 2/9 t SELECT- Design ELEVATION LINE ELEVATION E/P EDGE PAVE % SLOPE. TO CURB CURB HCT; CURB HT( ED ELEV % G" 2 011.45 2013.22 15.00 -1.53 0.00 10.00 2913.27 2011.52 2014.50 2014.13 1.36 2013.90 15.20 -1.51 1.36 9.80 2013.96 2014.20 2014.00 -1.00 3 0 2013.28 -1.70 2012.36 14.10 -2.98 -2.08 10.90 2012.87 2013.14 2013.10 -2.39 -1.50 100.00 2013.18 -0.20 2012.87 12.50 -2.48 0.02 12.50 2012.91 2013.12 2012.87 -4.00 -0.49 450.00 2013.55 0.74 2013.37 12.40 -1.45 1.00 12.60 2013.30 2013.62 2013.31 -4.44 0.38 500.00 2014.15 1.20 2013.95 12.40 -1.61 1.16 12.50 2013.88 2014.20 2013.90 -4.37 1.18 550.00 2014.91 1.52 2014.80 12.10 -0.91 6. 70 12.90 2014.72 2015.04 2014.31 3.30 1.22 600.00 2015.87 1.92 2015.75 11.70 -1.03 L 90 13.30 2015.65 2015.93 2015.76 -2.68 1.90 650.00 2016.91 2.08 2016.63 11,90 -2.35 1.76 13.19 2316.54 2016.37 2016.71 - 3.21 1.90 700.00 2017.68 1.54 2017.44 12,20 -1.97 1.62 12.30 2017.36 2017.69 2 011.66 -2.19 1.90 750.00 2013.41 1.46 2018,31 12.10 -0.33 1.74 12.90 2013.23 2018.55 20013.45 -2.79 1.53 300.00 2019.17 1.52 2018.91 12.50 -2.08 1.20 12.50 2012.85 2019.16 2018.91 - 4.00 0.9 250.00 2019.56 0.78 2019. 26 12.50 -2.38 0.70 12.40 2019.20 2019.51 2019.21 -4.44 0.60 900.00 2019.21 0.50 2019.54 12.50 -2.16 0.56 12.50 2019.18 2019.79 2019.51 -4.24 0.60 950.00 2019.98 0.34 2019.69 12.90 -2.25 0.30 12.10 2019.65 2019.95 2019.81 -2.14 0.60 1000.00 2020.11 ?L ) R RECEIVED Casty csgiaEEr`: 1st ttni 0 0 0 0 co Z s' ZS ooue LE 0 ISAV_0.VL Toe.o G.RATE t ill S Como YM/E� L OPE111 P4 CL._ PI(68 RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER Od M DILON.LIE... STH ADD. LO -.1:: BLOC1K-J 1 115.64 • 30' BOILDIRG_ SETeac1c LIN 13 DRAII.IAG[ EAS EH ENT PROPERTY LINE CIS C ) R 6 L i I-1 38 AvENUE (a.ased CHI 4-10 SCALE. 1 " = 20 r- 4 co S impson Engineers, Inc. CM ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SRGAAIIE, WA 9921? PR 976 -1]77 1 35 0 - w 4 M 2 1 3 . I 30• B U ILD I NG_ SETBACK LINE 1 1 I4I, • a • d n O 14, < --ID EASEMENT L 85 PROPERTY( LINE - } CVRr3 LINE 3812- _ - ,D kW 1 . = ZO1 Fi CEIVED _SCALE M oY 2 6 1993 - SPOKA gl ENGINEER ��VV _ -- .. - - LO. I�' 1.E. :_: STN_ADD:_LOT=-2= CK -- I .CS� reseal 1 e • Vimpson Engineers, Inc. CIN. ENGINEERS k LAND SURVEYORS N.909 ARGONNE R0A0 tP�RANr, RA 99711 PR 97F -1377 .BL6- _: N1Td1_ .. .... 85• MIDILOME 8T1-1 4 P DI 4 4 rn _ RAIWAG:E i I-- EASEMENT T 3 30' BUILD1 Nil 6E'r G'ACK o , 0 _ 4_ • G 85 A I(o 4-10 PROVERTY LI 14E C U2E3 LIV RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER ADD, LOT - 3 BLO C K- 1 AVENUE ra.ew • S impson Engineers, Inc. CIML ENGINEERS k LANO SURVEYORS N.gOo ARGONNE ROAD SPfMANC, WA 99717 PN 976.377 3 SCALE 1 11 - 2.0 1 _ 1 74,3(0 4- 30 GUILOING. SETtACIC LR4 1 DrZA11-1AC..E EASE1 -�1 ENT 85' P FLY)" LI cUIZ(3 LII4 cr' 38 7-14 AVENUE R EC E IVED MAY 2 6 1993 NGINEER MIDILOM 8TH ADD. LOT - f- 0 — NTY E I'z4t4t) Io g r 4 rounded 1 \4 5 Vimps= Engineers, Inc. CIMI ENCJ IEEAS it LAND SUAVETOAS N.909 ARCONNC ROAO SPr(Anr. w1 99217 Pit 976 -1177 SCa LE I'_ =Z 10 4 . C o Co 9 3,9 2 15' w;da, Swale Bottom Q TN AvENU DECEIVED MAY 2 6 1993 MIDTLOME.. aTH'ADD: LOT-5 6LC� I ✓i � I m I4 ' N 5 In r ■ I1 z 3 E -13 30 GU1L1"jl■1C SETBACK LINE DRAINAGE --CZ) £ U3 E e.SE NEN7 /SoP. lU N / 6' W fames. • _DARREL_PS Q,TENTE__20I SJ 4 CURl3_Oe I I Vimpson Engineers, Inc. CINL ENGINEERS k LANG SURVEYORS N.909 ARCONNC ROAD SRri(ANr, w4 99717 P14 976 -1377 38TH AVENUE CLFtr7 LINE 0 O 1 !I) - ..M ib LLOt` '1 E 2 J S— t ul 25 r O m PvOPERTY LINE ' 80. I 13 DRAINAGE EAEMEWT Jo B It_DIN4 6E=f35-K 49. 4-i • 6 N N Z 9 S \L III = Z 0' 8TH - IADD. 1 ._LOT = 1 _. BLOC 1 < -2_ 8 RECEIVED MAY 2 6 1993 SPOKANE C ENGINEER ed w« 194.1 Vimpson Engineers, Inc. CI■L ENGINEERS & LAND SURVEYORS N.909 ARCONNE ROAD SPf»(ANr. WA 99212 PK 9I6 -1372 _ 38TN AvcWOE' } G LJ P.0 TIE PQOPERTY LINE 85 DRAINAGE E ASEHENT - I4 ; ' _ )- , a '‘- -10 -0 1 fv� 30 1301 L0141 sT33AG1e„.., > • . e ' C . 0 • e 1(1 to 2 Z ■S -. _M 1.D:):LO i E Ptigil RECEIVED MAY 2 SPOKAN COUNTY 6 1993 ENGINEER. /� S CL E 1' - ZV _ - - 8t- I.ADD:. LOTHZ..C6LOC 1K7-12.11 - --.__ , .- 9N Simpson Engineers, Inc. O\4L CNONECRS & LAND SURVEYORS SPOK:Wr. WA 99212 "EPR 9M -1377 38 A \ /L NVE . I 1 r ^ - t Kl es DRAINAGE EA jE1- �1E1.IT • - id.,', , o a ° F 10 L. -- 2o .PUi1._Oil -Ir Sr TPACK W ' — o ° . I In N tO — 3 • 8s M.ID . _ 5 GALE /N. 1 1 1 Pu 68g RECEIVED M hY 2 6 1993 7 - - - 2 _ 0 1 _ SPOKANE C ENGINEER Asi - °TH ADD. LOT -3 BLOCK — 2. — S IsMY ON impson Engineers, Inc. MIL CNCINLERS & LAND SURVEYORS N.909 9921 E ROAD �SPIYUNC, WA 99717 PR 929 -1377 38 AVENU CURE V1.IE N 0 1 PROP LINE r`1 1 aS EASE HEFIT 30 6UlLDIUC, $ET8Ac1C. SCA ill Z OI N r✓ T as' h.JDFL 8TH ADD. LOT -4 BLOCK N 10 74 5 C l TTY ENGINEER Pu44 N RECEIVED may .2 6 1993 a..e.e 1144 Vimpson Engineers, Inc. CML ENGINEERS it LAND SURVEYORS N.909 ARCONNE ROAD sr. w.msr. WA 99717 PH 976 -Ian r —t a 1 d J e W• • C a • 0 , 5 38 Cu1213 L I r.1E A'JC ki 0 PROPERTY uNIE" 2 r I EASEMENT °RAIWAGE / cis „0/ (3)(4) IC, CUR13 / / r _M.f LO M E'JB.TH ..ADD �_LOT 5..BLOCK=::2 P RECEIVED MAY 2 6 1993 O P em I NG.. SPOKANE GOARY ENGINEER a _SCALE I "=201.._ ra.aw 1944 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 925 -1377 4 - 198.50 :1"11:D1LON1Z::8TR ADD.: LOT —C.. BLOCK — _2 I 5 RECEIVED MAY 2 6 1993 SPOKANE SQJI Y ENGINEER SCALE i".= 20 uww IYN S impson Engineers, Inc. CIV11. ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1377 5 LE 1j =Z0 CO CAVCLC (ARC! L O7,WJELL.� Th? of GTATE.20 . r T Ar.3. A L- T� G- / 6E r ^ � a -r 4 , OPCNIIJG. g A� _M ID I.LOME_.BTN.:ADD. LOTTT1BLOCK Z . ..._ Ptt ECEIVED MAY 261993 I ynY/ 1/4 l ZG SPOKANE OOGJTY ENGINEEB 2ct 1JJ// 5 impsan Engineers, Inc. COAL (NON((RS k LANG 5URVETORS 14.909 ARCONNE ROAD $MMARf. WA 99212 Pry 916- 1.77] 9 ./ . SCALE I - -7.2.0 .- o . o i • BATE c:, o RR 'J 80. ZS 8 C. uR5 012gI NAC- (<I MEN EASe 1m.11 INS FROPE MIDILOME STN ADD. LOT- 8.BLOC.K- 2_____... R 7 SPOKANE COWITY ENGINEER Simpson Engineers, Inc. GNL ENG+EEHS & LAND SURVEYORS N.909 ARCONNE ROAD SPO(Aur. WA 99212 PH 926 -1]22 0 0 0 0 rJ 25 Io CUR 0 PEN11JG, 11 J U Il J a7 r 15' as 3 M hl 0 ti Y 0 J_ 3 --1 25 —1—a 1 wag RECEIVED MAY 6 1993 SPOKANE [SA .{ ENGINE W T ES D2 1VE MID 1L6 1 E BTN =AQ\ _LOT=:9.= 6COC.K =2 _.:_ 94" 30 D2A1 tit' AE EASE MENT to 1 72.92. PROPEory LIn1E GORE a us . W a • • ■ 16'' r _SCALE" = 20 1 _ 8 S impson Engineers, Inc. COAL ENGINEERS & LAND SURVEYORS N.909 ARCONNC ROAO SPOKANE, WA 99212 PM 926 -1377 0 0 0 (0 25i %-ICLC 1 1/4e.5-=Lolz -w EL TOP OF G ATE 2OI2 2s' sc& S I " =zo' J 0 0 1- F m 0 IMIDWOME STN ADO. F w a 4 w w 4 2 0 2 5� BATES PeoPtR - r{ Pu60f4 RECEIVED Kw( 6 1993 SPOKANE COUNTY ENGINEER Mt LOT - I BLOC KK -3 . - -- DR Iv= CUR L14E LINE 77.46 - 13' W1 0E DR4I NAGE EASEMENT 30 Bur Lot QC SETr3AGK gib, a9 1 _o m W A— 10'—••• foNy IS. 0 0 tri z S impson Engineers, Inc. CIVIL ENGINEERS & LANG SURVEYORS N.909 ARCOIWC ROAD SPf.UI?, WA 99212 PH 926-1377 _sc.ALE I" =20' RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER In M ID1LOfN1E STH ADD.. LOT 72_ _BLO.CK__3_..__. IpKti 194 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVLTORS N.9O9 ARGONNE ROAD SPORANr. WA 9971? PH 926-1377 C1- 0 ei 00.) o� CC"'.\-C 8 N p 2p,1N G- �. \-- • E 5A S � rn /-0 __. rR r rn SCALE I = ZO S�TGp`G1L ,. 3 0� - & lam 21 b RECEIVED MAY 261993 MIDILOME 8TH ADD, LOT -3. p dE A ysx 0 & iI3.6.3 1Y ENGINEER -- • We9 194 S impson Engineers, Inc. MIL ENGINEERS & LAND SURVEYORS N.909 /.RCOSNE ROAO SPOUIIr. WA 99717 PH 926 -1777 SCALE 1 " =20 MIDILOME 8TH ADD. LOT -L- 8 OCK -3 7 if RECEIVED MAY 261993 SPOKANE COUNTY ENGINEER Zd 4, roses law Vimpson Engineers, Inc. CM ENGINEERS & LAND SURVFTORS N.909 ARCONNE ROAO SPMANf. WA 99212 pm 926 -1322 (6) p 6 O • • \ E�g ��K l L a% ‘.-.\ \ \ \ \�� BLS gA REL DEW v of GrAt 1\ 20 \ S. T( 1 7/ogO a R e� .,.../ .---'---- 1 EA R / 'ill \ ...\.'"" q 2Olo' —`\. -_ Po o EAS EME.N \ 5 / L SCA. 1'l= Z _ C�) P6l6S N RECEIVED MAY 2 6 1993 SPOKANE COUNTY ENGINEER l P-UTA/ MIDILOME. STH ADD. LOT - 5.. BLOCK- ._31_1._11 . — G \ \ rJtl 1(M G \� ( ( Vimpson Engineers, Inc. OPAL (1C tiCCRS A LAND SURVEYORS N.909 ARCONNC ROAD SpMANf, WA 99212 PM 976 -1377 `COLE 1 =20 pi ff RECEIVED MAY 261993 SPOKA /E ENGINEER _.M_I DILOI-IE.__BTH.ADD. LOT -6c BLOCK — . 3 .. _ ......___ lowaw ism S impson Engineers, Inc. • CIVIL LNCNCLRS is LAND SURKTORS N.909 ,RCONNC ROAD 9P0MANf. WA 99212 PH 92fi -1322 N 0 - _ SCALE 1" = 20 ■ID1LOME 2,TN ADD.. LOT- �/ s• GJ CI Fi S 0 lo. 6PS 7 7 2. puie F{ RECEIVED MAY 2 b fP�3 1 2 V\ / / L`/ {0% � AA 7�� A. YV`/ / A _ 2$ / (2) IWssi 1944 S impson Engineers, Inc. CI\.1L ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SRDKANI. WA 99212 PR 926 -1377 6 I' seems 944 Vimpson Engineers, Inc. OW. ENGINEERS 8 LAND SURVEYORS N.909 ARCOI ROAD SPMANI", bA 99717 P91 926 -1]77 ALE I = 20 RECEIVED 11 D I O M E 871-1 AD D.. LOT MM 93 2[ PC7 <- 3 bIUMNE LUUNIY ENGINEER Zq avw IO SCALE 1 =20 I. ILO V u ^� T\ n ,........._ �-3e�S� "��\ tiT 6 RECEIVED SPOValyTY ENGINE N/1101.L01:1'IE.. 18TH ADD. LOT -9 B OCK -3 .9 G- 8 r camas* 640 C1) 05impson Engineers, Inc. CIVIL ENGINEERS 8 LAND SURVCYORS N.909 ARGONNE ROAO SPOUNE. WA 99112 PH 926-1371 /1 G __SCALE I =. ZO • DINU E (5np DRYWEIC va S RECEIVED i r6) MAY 2 6 1993 . _MLDf:LOl�1� _BrH..ADD:.:LOL- _10.._�LOCK.- ENGINEER N- DRAINAGE Do>,.ID EA6E MEAT _POLIO asrrOM 2010 _...._. . ia..er 11 40 S impson Engiineers, Inc. CINE ENGINEERS & LAND SURVETORS N.909 ARGONNE ROAD SPONANL WA 99212 Pn 926-1372 \35•pO ( SCALE 1 ="20 41(498f{ REC VED MAY 2 • 1993 SKIM? GOU ENGINEER 0 S impson Engineers, Inc. O % CNGIICCRS k LANG SiaivE10NS N.909 ARCOUNC ROAO SPO(ANf MA 95212 Pn 975 -077 > w N W I- < 7 J 7 J V 1 • 7 4 0 f fltOR RECEIVED I MAY 2 6 1993 SPOKQN,E ENGINEER tZ 1 3 ST1-1 ADD._ LOT -1Z _BLOC.K 712: 1 %.71 7 .0 :ea SCALE ;1 : =201_ wow.' NY e5impson Engineers, Inc. amt. CNGNCLNS & LAND SOROCTORS N.909 ARGONNC ROAO SPMeur. *A 99212 Pn 926-1.377 Co es' U / / / / / 2 Ill Z N 111 )- z F i V- re d m Iy o ne 2 0 4 ;l v c W a 1 ral O n Dr Iv_WAy v d . I SCALE i = Z0 00 (1) l Z.59 13 . / I / 1 / / / ? (16ga RECEIVED MAY 2 6 1993 SPOKANE COyNTY ENGINEER AM ...am \Y S impson Engineers, Inc. C1N� CNfJNCCRS k LAND SURVEYORS 11.909 /nco.i r ROAO SPOIMIr. MA 99212 Pm 9Th -1311 C�� VI 0 N 111 k 69.1V AY I' a 4 a 97. I I 1 II ' MIpI E ST1-1 ADD. ..LOT- 14SLOCK= 3-____ SCALE l = ZO ., 14 16, 2.59 13 RECEIVED MAY 2 6 1993 SP�NTY ENGINES$ 14..y IIM ti impson Engineers, Inc. CIVIL CNGUECRS k UNO SURVEYORS 11.909 /Ji001Rlr ROAD 9RNAttr. WA 99212 Vn 926 -1377 C ) No 1 m . J 15 .ot1e n/P t1 nor N2' Rh, w • 1 POATLjge trrlt.. r C.NCATTC Cuts Trft 'r StoNAwt Count ST..t ..o Csnrl.K PAVtMt.,r DETAIL .A TYPICAL ROADWAY (NO SCALE) 2 5' DETAIL "8" TYPICAL SECTION- BOWDISH ROAD (NO SCALE) 20' AS /tR<T CaQCROC PJYGwfUr CL.JJ'S a 'CO a*PACTTO store AJPMRIt CnvTtNP T4 % Tn 6:4% ( w.J. 0.0.t .sort.) CRUSwLO SugMCJMO TOP Coal( G COMPACTLI DCPTN (W.S.D.O.0 WC.) _ 2 QSPNALr COACR[Tt PA remCNT CLgsS .S r CO.&WPAG DEPT. , AJPSALr COnrnNr 544% TO 6 Y.5% C wtoor 4" CRUJMfo JWTACVw6 TOP COUAJ(, COMPACT(o OLPTN ( WJ Dor JPCC DETAIL "C" 25' TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE END YIEW Top of c.r h berm (3 .1 top) covar•d with srosz sod 1:1 5Iopa,min. / 3:1 51opa 1 maa. From top of berm to boltom of swo)e oat MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION sr' r5 K R • Nlw • 5 74 TTPC .A. PORT, ANs CfMC..•T ConCttrt Cann, JA'OAA.r COOMTr JTAnAAAO. '3 f �vv OAAWAOC JWALC * TOP O/ J40 twine MCA ri Sr .S0W1a tP (ACM MOMe BU/CDC2. New NM 10 5 i--,2774.527k7 7 17:41 : 4 T - SIDE: DETAIL TYPICAL DRYWELL LOCATION NO SCALE • 11 0 o ��oT L - - -J 5..L. A ' impson Engineers, Inc. DIV1L ENGINEERS k LAND SURVEYORS N.909 ARCON NE ROAD SPOKANE. MA 99212 Pm 925 -1377 Top Curb 3 r TrauSAl.n NDTE: In TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ♦ 1. u E V W DETAIL DETAIL "H" R ., Eltt+r:cel Powtr Tr.,.i.r,.tr. •h.❑ bt a .n .eau., of 10 ftat trove, drywells. 10' 10 13 0 . 0 7.3 n /r Cewt.t Coo trat. Drlvwa— Dr oe.way C , Curb Opan:n N.rlt• I 1 Gaffer Ii.tJ j— Oft t.ta Curb Opts 8 TYPICAL SECTION; DRAINAGE SWALE, 4 WIDE • 13 I 7 10 83 1.5 W "Top of Or;.ew 0 I y a k 00 33 fl /PI m ' o olii I O.Ii3 rVr 3 Fl „ '19 O . 1 C C u r e Swa1t Seltoe Curb DETAIL. 11 DETAIL „E„ 3' Trees it 'on V/w DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 85' Nsr,..l seal/. 51ope +_ a0lG p oormistalwrit 001�f S w.1t Batt .wl STA. 4+30 TO STA. 5+05, 38tH AVE., Left LOT 5, BLOCK 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 13 t' .— Clettritsl Pwar Tr.,of.r ow r' u /or.:n.3t Sala ? , C tne. Curb / / / WI I __ nur,+�.a,n t,M r MIDILOME 8TH ADD. DRAINAGE DETAILS 15 eater, curb cut C Curb 1' 1 51•pa,,n;,. /1..1 Slopt,,n.a. Scow. top of drl•tway to b•tt.n .i •000.4 DETAIL „GN 51apt 12:1 (.•;•d Down fro,. G.tttr G.oncre Apra, .for length of Garb cut ( a n d 3 ' ' 4 " A ' ) ..svo.�as.v • • ess._asstrn Cure Cur• 5%ert Brookes J DETAIL: CURB INLET, TYPE 1 DETAIL N J 11 at* Lin& . Electr;t•1 ?weer I ss . Trans isrwtr C Cont. Curb ` L-- Strt.t (Aaplult Partwud)1 Yets.4.0 0 Simpson Engineers, Inc. CJ'i. ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD srr■ANNE. WA 99712 PN 975 -1377 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 15— Jun -93 SAG VERTICAL CURVE Project #:P1168H Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15 %) ROAD TYPE: Review #: 2 Reviewer Parry Project name: Midilome 8th Add. Urban /Suburban Semi — rural/Rural Public Public x Local Access Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<750 Extension to 8 or fewer lots ADT >750 Tract 'X" Road name: Bates Drive PVI station: 2 +25 Length of vertical curve provided: 50 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (01, %): —0.8 Exiting Slope (G2, %): 0.8 102 -01 1: A= 1.6 Check S>L: L1 = 2S — ((400 +3.5S) /A) L1 = —287.5 note: use min curve length = 0. Required minimum curve length: 0 Check S <L: Curve provided is Adequate L2 = (AS" 2)/((400 +3.5S)) L2 = 58.1818 Private Extension to 8 or fewer lots Tract "X' STOPPING SIGHT DISTANCE CALCULATIONS Date: 15— Jun -93 CREST VERTICAL CURVE Project #:P1165H Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15 %) ROAD TYPE: Check S>L: L1= 2S— (1329/A) Check S<L: L2 = (AS " 2)/((400 +3.5S)) L2 = 59.5937 SPOKANE COUNTY ENGINEERS Review #: 2 Reviewer: Parry Project name: Midilome 8th Add. Urban /Suburban Semi —rural /Rural Public Public x Local Access Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<750 Extension to 8 or fewer lots ADT>750 Tract "X" Road name: 38th Ave PVI station: 1 +25 Length of vertical curve provided: 50 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (61, %): 1 Exiting Slope (G2, %): —0.98 1G2 —G11= A= 1.98 L1 = — 271.21 note: use min curve length = 0. Required minimum curve length: 0 Curve provided is Adequate Private U�3 Extension to 8 or fewer lots Tract 'X" SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 15— Jun -93 SAG VERTICAL CURVE Project #:P1168H Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15 %) ROAD TYPE: Urban /Suburban Semi—rural/Rural Public Public x Local Access Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT <400 Private 400<ADT<750 Extension to 8 or fewer lots ADT >750 Tract 'X' Road name: PVI station: Bates Court Design Speed: 30 Min. Stopping Sight Distance: Entering slope (01, %): —2.26 Exiting Slope (G2, %): 1 102 -311= A= 3.26 Check S>L: L7 = 2S — ((400 +3.5S) /A) L1 = 625767 L2 = 118.545 Project name: Midilome 8th Addition 1 +25 Length of vertical curve provided: Review #: 2 Reviewer: Parry Required minimum curve length Check S<L: Curve provided is L2 = (AS"' 2)/((400 +3.5S)) 50 200 Private VC 4 - Extension to 8 or fewer lots Tract 'X' PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. PLANS: REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES REVIEWER: Ed Parry DATE: 29 Apr 93 REVIEW #: 1 PAGE # 1 of 5 (1 General: 1. Plans must be stamped, signed, and dated by a Washington State - licensed P.E. 2. Developer's signature will be need for final approvals 3. Provide 2 copies of plans and calculations on next submittal Sheet 1: sn • 3o +av ✓i. Provide stationing equation for Bowdish Rd - where is Station 0 +00 located? woo is H Rv. ✓2. Indicate project start & stop stations on plan view A, ti 32ND /3. a. A 100' pavement transition taper is needed to the south of the full -width paving section at station 3 +49.76. ✓b. A 4" wide white painted fogline stripe will be needed on the taper, located 12" in from the edge of pavement. ✓c. The end of the curb should nose down in 12" ✓4. Indicate Bates Dr, 38th Ave stations at Bowdish Rd intersections /5. Indicate 37th Ave station at Bowdish Rd intersection ✓6. Indicate pavement transition start station on profile Nip, ✓7. Indicate Bowdish C slope on profile N /r+ ✓8. Indicate curb VC lengths on profile ✓9./a. Indicate Bates Dr BCR elevation on profile 4. Indicate 38th Ave BCR elevation on profile ✓10. Add note: "For curb design grades below 0.8% (.008 ft /ft), a Washington State- licensed Professional Land Surveyor must verify that the curb forms are set to the correct plan grad prior to the placement of curb materials." SEE SHEET I OF 5 ✓11. Bowdish Road Section: „ FLAN - ? .o ?iL6 ✓a. "R" -value tests are needed to validate pavement base depth • y R ExsE X SECT. ✓bs Curb type drawn should match Type "B” curb callout - Spokane Co. Road Standards sheet S -6 ✓12. Bates Court Plan: Clarify which callout #1 governs 4 1 ,0„,„' 4 W . °jfl %J 5/473 REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 2 of 5 Sheet 1 (cont'd): ✓13. Indicate new /existing R/W on Bowdish plan •14. Indicate new /existing pavement on Bowdish plan V15. Indicate BCR, MCR, ECR elevations at Bates Court cul -de -sac on plan Sheet 2: 1. Bates Drive plan: /a. Indicate Bowdish Rd station at Bates Dr intersection A. Indicate Bates Court station at intersection with Bates Dr ✓c. Indicate 38th Ave station at intersection with Bates Dr ✓d. Indicate Bates Rd station at project end 2. 38th Ave plan: /a. Indicate Bowdish Rd station at 38th Ave intersection ✓b. Indicate Bates Rd station at 38th Ave intersection swALES Mv.sT of 41.0 Amp L 100 FT. 1.-oN6 ✓c. Indicate Bates Rd station at project end To cossttes FIAT Id. What is the purpose of the earth berm on Block 2 Lot 5 - will need culvert to pass swale flows "toe)" ?oRTION of stoRMwATER FONDS A. Locate curb inlet at low point uP BEHIND BERM, REMnIND (LOWS 3. Bates Dr profile: ovER BERM AND fLowS 10 OgywVl,l- ✓a. Indicate road name at sta. 4 +67 (RT) intersection At pow POINT b. Provide vertical curve at station 9 +06 match with existing pavement ic. Indicate ECR's on Bowdish, 38th Ave (similar to that shown at 4 +32 thru 5 +01 at Bates Court intersection) on profile A. Indicate road name at sta. 7 +03 (LT) intersection 4. 38th Ave Profile: ✓a. Indicate ECR on Bates Dr (similar to that shown at 4 +32 thru 5 +01 at Bates Court intersection) Sheet 3: 1. Indicate topo on north side of plat to validate drainage indications on Bowdish & 37th intersection ADDED - ro DRAINAGE Ca1.CS 2. Good station equations at Bates Dr, 38th Ave intersections on Bowdish V 3. Contour 2014 in Basins "E" & "F" defines a drainage break to the south - address offsite impacts of runoff from lots in this area. NE6LI6IBL5 121NOFF FRotn CRASS LAWNS "o on south side of plat S -ropo6. ma? W1�L BE SAME oR LESS THAN 4. Indicate topo P THAN EXISTING GRouND. N5. Curb Transition detail: indicate a 2" depression for curb inlets: Not NECESSARY PER CALCULATIONS 84T WILL 5HOW $" DEEY CURB CNTS 1 6" DEEP DRtvE■AY CUTS. REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 3 of 5 Sheet 3 (cont'd): 6. Drainage swale section at Lot 5, Block 1: \ra. Indicate Block 1 on drainage plan INDICPC e.P IN TYPicbL S oN b Provide culvert to pass swale flows, or provide an easement to carry swale flows plus adequate freeboard 7. Did Midilome 7th calcs address offsite flows extract of calcs 8. Berm across drainage swale detail: What does this accomplish? Needs culvert to pass swale flows ° swALE5 MUST B€ c t•0c" AND L IOOFT. LON6 TO BE CONSIve. P FLA-r sTogAGE - (3RM CREATES 100'x. SwACES) ° "Zog" QoRT1oN of sTonwkt .g P °No5 u? BEHIND V )SW iekY oR GERM, REMAINDER fLOws oveg BERM OR DRIVEWAY AN D FLOWS To DRYWELL At LO FOUNT CALCULATIONS: 5 from Basin "D " ? � I f so, provide Gene r:.1 must be stamped, signed, and dated by a Washington State - licensed P.E. 62'Provide SCS map extract with project site marked ✓3. Indicate Tc paths, slopes, lengths on Basin map /' Entire calcs package should be bound together. A narrative describing the site, drainage management concept, and summary of basin data would be helpful in understanding your approach. Basin A: ✓1. Verify Area, ° , a , calcs; A, = lots + 38th + Bowdish /2. Verify A calcs; = lots - roofs - drives ✓3. Provide calcs for required 208 swale area ✓4. Provide calcs for 208 swale area provided ✓5. Did T path consider overland flow? No, Gurts(L ✓6. Z1 (curb face slope inverse) = 6 _ 1 = .166 234_ t6= A cuss /7. Z2: use average of cross slope in this area; varies from 3.1% to 4.4% ti 3.6 2z .1— -21.1$ 0.1 Basin B: ✓1. Provide calcs for required 208 swale area ✓2. Basin B1 doesn't count for swale volume - no flow gets there 1/3. Qs should be based on a street area =.25 acre /4. Z1 (curb face inverse) = 6 - 2.75 =16' 6' DY T. Z.15 "= 16'= 0.112 Q OF A cuKB TYYfi -1 ♦{�s IS cogREc-r SEE CAI—CS. IS FDR GALcALN - RoN OPENING AT Low PT. ONLY PoRT1o of ?ANT. fLOWs TO Low tr. ,TNe?EST • THROUGH u?s1REAM: DRIVEWAYS REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 4 of 5 Basin C: ✓1. Show slope calcs ? 565 BAStr "C C -CS., pr\GE 1 /2. Road flow T path needs to consider flow from C10 along Bowdish through C9 to C8 curb inlet No, YATN tS tt4 SWALE ALoN6 38" Atgo BATES Dg'4E ✓3. Provide calc showing required, provided 208 swale area ✓4. Road area = .68 acres -Z SEE BAST N $ , ComtAs-rtT 3. Basin D: ✓1. Provide slope calcs ✓2. Q, L should be = swale length SE fi s n S t N 6 Lo "nee T 3 ✓3. Q. governs - provide bowstring and swale sizing calcs ✓4. Z1 (curb face inverse) = 6 _ 2.75 =-46--- z.iC= tG" a o.tiZ 1/5. Road area - .33 acres --- sEE As B, CoMMeNT 3. v6. Provide required, provided 208 swale area calcs Basin E: /1. Provide calcs for 208 area required /provided ✓2. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots 11EGLGt3t -E ✓3. Z1 (curb face inverse) = 6 - 2.75 =46- 2.i s" ? t6" = a via 4. Road area = .13 acres SBE BASIN 3, COMMENT 3 Basin F: ✓1. Provide calcs for 208 area required /provided ✓2. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots N Sat. t6ti5 ,73./i Z1 (curb face inverse) = 6 - 2.75 e.46- 2 .-I S' . c o. ri z b. L = 260 ft from Bates Court ✓4. Road area = .18 acres -� S$E BAStN B, COMMENT 3 Basin G: TY?E 13 A. Q > .3 cfs from Type A drywell - Bowstring and basin sizing calcs are needed ✓2. Provide calcs for required /provided 208 storage, swale area /3. Z1 (curb face inverse) = 6 - 2.75 = 2.1 s" < ‘to o. 112 /4. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots NE6Lt603L>: REVIEW COMMENTS PROJECT #: P -116811 REVIEW #: 1 DATE: 29 Apr 93 Page 5 of 5 CURB CALCULATIONS: A. Coordinate stations 2 +50, 3 +00 with plan ✓2. Station 2 +50: grade exceeds max 4.5% allowed ✓3. Coordinate with pavement transition taper on Bowdish PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. REVIEW #: 1 PAGE # 1 of 5 PLANS: General: flans must be stamped, signed, and dated by a Washington State - licensed P.E. C 2eveloper's signature will be need for final approvals i i3r Provide 2 copies of plans and calculations on next submittal Sheet 1: fLProvide stationing equation for Bowdish Rd - where is Station 0 +00 located? 7Indicate project start & stop stations on plan view y � � A 100' pavement transition taper is needed to the south of the full -width paving section at station 3+49.76.cirtnrec—frondir--- Ae as to , ,bf A 4" wide White painted fogline stripe will be needed on the taper, located 12" fo Otisteit_ai n from the edge of pavement. eThe end of the curb should nose down in 12" tf fkr" - own °Indicate Bates Dr, 38th Ave stations at Bowdish Rd intersections z J fQ- � 4. ndicate 37th Ave station at Bowdish Rd intersection 'rem' .6. Indicate pavement transition start station on profile f Indicate Bowdish C slope on profile 066 ,8. Ind curb VC lengths on profile 9 Bates Dr BCR elevation on profile ob. Indicate 38th Ave BCR elevation on profile 10 note: For curb design grades below 0.8% (.008 ft /ft), a Washington State - licensed Professional Land Surveyor must verify that the curb forms are set to the correct plan grad prior to the placement of curb materials." 11. Bowdish Road Section: ?WV 4+ i6 alR" -value tests are needed to validate pavement base depth �,p It. f Curb type drawn should match Type "B" curb callout - Spokane Co. Road elk [r'° Standards sheet S -6 i Bates Court Plan: Clarify which callout #1 governs REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES —4 15 itwi `1 REVIEWER: Ed Parry DATE: 29 Apr 93 a. REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 2 of 5 Sheet 1 (cont'd): s. Indicate new /existing R/W on Bowdish plan )4' Indicate new /existing„,ea on Bowdish plan 15. Indicate BQIf,tIviC` .AE it elevations at Bates Court cul -de -sac on plan Sheet 2: 1. Bates Drive plan: �a®In dicate Bowdish Rd station at Bates Dr intersection F b Bates Court station at intersection with Bates Dr � 38th Ave station at intersection with Bates Dr ileIndicate Bates Rd station at project end 2. 38th Ave plan: "Indicate Bowdish Rd station at 38th Ave intersection Indicate Bates Rd station at 38th Ave intersection Indicate Bates Rd station at project end 611 1111\45ti/14 ghat is the purpose of the earth berm on Block 2 Lot 5 - will need culvert ass swale flows ocate curb inlet at low point 3. Bat( Dr profile: ,a9Indicate road name at sta. 4 +67 (RT) intersection a lt Provide vertical curve at station 9 +06 match with existing pavement 4✓Indicate ECR's on Bowdish, 38th Ave (similar to that shown at 4 +32 thru 5 +01 at Bates Court intersection) on profile 'dt Indicate road name at sta. 7 +03 (LT) intersection 4. 38t � e Profile: Indicate ECR on Bates Dr (similar to that shown at 4 +32 thru 5 +01 at • ates Court intersection) Sheet 3: /l. Indicate topo on north side of plat to validate drainage indications on Bowdish & 37th intersection 8. Good station equations at Bates Dr, 38th Ave intersections on Bowdish O Contour 2014 in Basins "E" & "F" defines a drainage break to the south - address offsite impacts of runoff from lots in this area. 4 topo on south side of plat of WI) - `5. Curb Transition detail: indicate a 2" depression for curb inlets REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 3 of 5 Sheet 3 (cont'd): 6. Drainage swale section at Lot 5, Block 1: 'a Indicate Block 1 on drainage plan twit 0.414 * i s 415!Provide culvert to pass swale flows, or provide an easement to carry swale flows plus adequate freeboard )l2Did Midilome 7th calcs address offsite flows from Basin "D "? If so, provide extract of calcs 48. Berm across drainage swale detail: What does this accomplish? Needs culvert to pass swale flows CALCULATIONS: General: 1O. Calcs must be stamped, signed, and dated by a Washington State - licensed P.E. fLPProvide SCS map extract with project site marked 0 Indicate Tc paths, slopes, lengths on Basin map 14!Entire calcs package should be bound together. A narrative describing the site, drainage management concept, and summary of basin data would be helpful in understanding your approach. Basin A: erify Area calcs; A, = lots + 38th + Bowdish erify A lms calcs; = lots - roofs - drives 3. Provide calcs for required 208 swale are ra0 To cooston At+6 d seas 4. Provide calcs for 208 swale area provided 'm «k I411 - 1y'%5(U /ati/t % Sus .S.Did T path consider overland flow? 061 j 6* tOMi Orw tlev 1 AWLS '6' Z1 (curb face slope inverse) = 6 - 1 = .166 ( "9a Z2: use average of cross slope in this area; varies from 3.1% to 4.4 %` Z4 Basin B: i14rovide calcs for required 208 swale area C 2? Basin B1 doesn't count for swale volume - no flow ` 3 . ) s should be based on a street area =.25 acre ay 4!Zl (curb face inverse) = 6 - 2.75 = .46 f'(N ets there Pm MA Its sth e4 ca#�b zi y REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 4 of 5 Basin C: {.bk, 11 Us" G6 s ai j1 slope calcs Ths. ,,,,,,,�/ g y , f a ? i t j# Road flow T path flay to consider flo frbin C along B 1sWdish thr�ugh ugh C8 curb inlet (tu, r fir 2 alga** (✓Yer�"'s/ ¢ /bd . t, Rm. a !, . calc showing required, provided 208 swale area C1 ,tiw�. if, ?� 7 Provide Road area = .68 acres 5i cr-4-6 Far :tat[ &ad ? 9 a- ait "sod -lwah • Basin D: rovide slope calcs � . Q, L should be = swale length 13° Q. governs - provide bosyst and swale sizing calcs ` eZ1 (curb face inverse) = 6 _ 2.75 = .4d'72.1 "Road area = .33 acres "Provide required, provided 208 swale area calcs Basin E: /Provide calcs for 208 area required /provided r o eContour 2014 defines a basin break to the south; address offsite impacts of flow from lots 4& 1 4 C' :.zs 'G ice r.tf 3' Z1 (curb face inverse) = 6 ÷ 2.75 = .46 ( a. area = .13 acres Basin F: .4 rovide calcs for 208 area required /provided /1.. Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots Vat et 3t-6 • &re = z5 Ciar :. i pert < 3 a. Z1 (curb face inverse) = 6 ÷ 2.75 = .46 b. L = 260 ft from Bates Court t4+Road area = .18 acres Basin G: Tot e yn,/ ionic/ad ;�in > .3 cfs from T yper'�A licwell - Bow tnng and basin sizing calcs are needed 2eProvide calcs for required /provided 208 storage, swale area d 3!Z1 (curb face inverse) = 6 ± 2.75 = .46 j 41Contour 2014 defines a basin break to the south; address offsite impacts of flow from lots p6GU4cR(.1; Cps •.25 cpstt,r5; 4poL'p J.at REVIEW COMMENTS PROJECT #: P -1168H REVIEW #: 1 DATE: 29 Apr 93 Page 5 of 5 CURB CALCULATIONS: 1. Coordinate stations 2 +50, 3 +00 with plan 2. Station 2 +50: grade exceeds max 4.5% allowed 3. Coordinate with pavement transition taper on Bowdish A 6 KS S _ 13 A St N A F.00E-- -Lot e Ftw e. M1PIL0MS. s ADDITION t)RAINA6E CAA-tULA L 2.000 et topo 3000 z l3oLt rt. = V2.2_ Cai 0 op sow WS 1 RP. 1, n C.ir■Atime.A.. ( ____________,_-- NO, 12-7g3 qts/9 (4t-4) Pnv r, Tr . 81 RA.P.Lus.. T- -- _ o, oio.sq- . 7_ z .30 00 e z 0.30 ACRE 0. 03 Acd.?C 470 p tS scli. RECEIVED • EB G 1 )thlfzj County Engineoriaz tsT PVIJ S t- - N f - NEXT prkG€ n a .tss- SEGTIoNAL AREA OF SWALE (z)(0.5)(4.7-9) + (2)( = 1.98 fr.' I. o1 57oFtA4E.. REnu1RED . .....:...,.) . 4 2_178" 5 c ? . , /I IZ IN. L (Iasi fT. Z «\ I2 IN. "2)' :l- TYPE' "�$" DRYwIELL -r o f'f. STDRAGE ...:..... ..... . ,. (1.0 T . o LtT.): -.- 51[O1 .AV.AILABLE.:,. (1.9$....F.T ?)..Z.. .79.jo..FT3 . > _. 79.. . MI)ILoMB 'a ADDITION DRAINAGE CALCVLATroNS O.91 79 3 . NO. 12183 (Icwr't) 13 ` EASE.NVENT lof of pf- wEwAY S NO O. I I6 F t. 10-11 IU y.� 10 �E 5 60PE KM A`,..S.wA.4E � SLO�E � r1bin . .. .. ` CuR6 .. 1141 .O 10= V c,V..055 SE CTIONAL A ye-/1/4 OF Swm-E g@ .. 1 5 V . 1/ pQ 19 • . . .. . (2 /(v5\/^ 29 ).1. (Z /l C2 )( -t 1.9$ ft2. 4_ - 3 64 J` . - - irry 67 F 1* .... 1.01. 0.11 TO? of DnJ 6.11 4.7 Fr/ ti � i k - Y�;6git;�li bcwk`Tj>;�YI� NORMAL s W S Fr _ .. ......... .. ..: �LE... SLOPE ... M \DILOME f■DD MOH t s tJAGE CAL F.5 EN1EN - f co fL /w Riw 5 5Wr.�E BOTTOM Awn 4 _ uo 193 1 5 i9 5 q_ 5 0 f % _ _9. 0.4 8 2.00 NO. 12 1 /iG /9s (Kw N1) Co NC. G N Fis C?.oSS SECUOMM. AREA of swALt 3,55 DATE = 1/16/92 Ct = .15 L = 0 N = .01G S =' .01 CHANNEL FLOW VALUES L = 71 = Z2 = N = 8 = 0 8 = .00G TD = .1675 COMPUTED VALUES DUR = 5.00 110 = 1.18 010 = OA = RATIONAL FORMULA HYDROLOGY PROJECT NAME = MIDILOME STH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .3 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = :03 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = .31 ACRES COMPOSITE RUNOFF COEFFICIENT = .831818181818 OVERLAND FLOW VALUES DESIGNER = K W MCNULKIN BASIN A Cult ()PEKING KT 1 ?DIRT 044S .sTM i1/4\1E. \r‘ a 6 =0S' Rekcyt of cA.4,F..e B s 0,1615 GerTH of a 0. il c.f Ft-ow g Kt 1 0,1415 0.34- I h o,5 3 4. (l-)(B) Fog " C Tr; Q L a 3.o'81 ( Bf o,S1 L . 4.0 FT. 3.o31 (0.14,ifip. S fi V 6 ‘ 6 N e? .... S - lA-zS 1 5 a /11/4 s .E MIDILOI•AE. s or-1 PgkiNA65. C_ L Kt MIAS z G j 4 . 3 - — _ (123,91).(cS) z \o,14. tsp. -p.ptus FILLET y_k S 1,-0T (zoo -t- to op )f NO, \21 93 tits /13 C Kw m) 74 -1 0 i +3 D k 22 i t 3 o ri 0•51 Ggt.ss z - 1-5,2.o ca f-r, 1•01- t\ cee Pi148 4 FEB 01 isJ"..) S . 5e g T ti1/46c c ount! Ellgineeriaz IST SWALE . _ 24 3 E: Aviat-rtoN NO .12.1 Vi6 /93' s 34 t ?I'NG e C A I-- C LIV t c SASIN _ t_o 5 44 5 5 0 va .WL 012.A.6E. -z_oci €1. KA . - - '`aoS ssNALE STogAGS. -S-TOga\GE- MAI LAB L-E- 3 ell AV Lo't 1 4 7. 0 ( I: 9_€s) z . s± f S (9 I:- 1110 ft?' 11 fl. (49 e 9.95' e o.cisvo 3$ ft 07 , v3 . 6 _.. pli z.t.k IN— .. N . Mu Ni (1.0 C-fS ocrC) No g 2, f '.167. Ft %FT, M S WA ■ 0° Top of tR'v lot M‘D11 -oME %IN (atv lTtoN bc /at NAGE CAL CUL.P't 1'O 1l/w EASEMENT 13 7p �� j3 Y� S YIPu E fd `'oP rl DttM Q� L3.055-SC'TIONPI. AREP OF SWAI.E l0' 1 5 3` + _ / Vo 5 � (4 29 ) i' <41)(Q.-.)( 3 64 -- — nw 01 • 4°- Rrw o.`tt (. off...,.. ._.0.48 1 5 0.016" F"CirC p i . N D 6 ' 1 161 .F T , / Fr �WiA`TTJ.W 01 3 .. RMA. sw _ st. SWAL.E BOTTOM NO. 12183 1/16/93 KW•■) to NC. cuR13 c toss- seal 014m. M tF' • of s'e u.E Cont.. c. F ° ! l6 a. — q ' . ' ........... (i�(os)(`t 0 — �i)�)( — . ).1 (0a)(4 Z 3,55 .}21 ro— 19_3 9 • DATE = 1/16/93 PROJECT NAME = MIDILOME 3TH ADDITION DESCRIPTION = STORMWHTER DRAINAGE, SUBAREA 1 = .52 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1.04 ACRES TOTAL AREA = 1,56 ACRES OVERLAND FLOW VALUES ^L = 375 Z1 = 8"6V� � Z2 = 7.3° / N = ^3` 8 = 0 S = .01 TD = .5635 COMPUTED VALUES DUR = 38.02 110 = .86 010 = .5T QA l~� RATIONAL FORMULA HYDROLOGY DESIGNER = K W HCMULKIN BASIN D Ct = .Z= ' - /�~ N = l� / � � �/�� ` � \ ` .7 3 = /0o* ~� k^' CHANNEL 'FLOW VALUES SvfPLE. \~ui• 5 � -4/3/4/5 SUBAREA 2 RUNOFF COEFFICIENT = "15 COMPOSITE RUNOFF COEFFICIENT = .f 4CAv/v 70 a'A r nn.\ ��/�� (E..g. MA?. 7.5 3 75A1 RATIONAL FORMULA HYDROLOGY DATE = 1/16/9:3 DESIGNER = K W MCMULKIN BASIN B PA'VT. PROJECT NAME = MIDILOME EITH. ADDITION - DESCRIPTION = STORM r DRAINAGE SUBAREA 1 ► "a�st� SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA ORES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES NCLU.DES Ct = .15 l BIH L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L G1 = Z2 N B S TD = .016 = 0 _ .029 = .096 AKv 5012 ft z p,12 ACRE S t 81.42. 1t38.13 E.¢ ?AVT• oN GATES 1)12.■vE AVE. (to DizwEWFy of LoT s) gA'CEs ORtvE 19'8.601 e 2. 13°7• 144.40 . z. '/o 15. 11 C 2.48`7° C 89 GuTfEtt COMPUTED VALUES G1/4K$ OY.N■NG AT LOW ?orN'T I 1 = 3.113 MIDPOINT of Cu-. fe-ADiuS 010 4 cA =. 4 h z 64 z cis' 11s -I61-T of Cure N = 0.001(0' DEPTH Of WK 'K Q a 0...4- C.F S fLovnaAle N z 0.096 z o.tflz <- 1 h 0. Q z 3.081 3,o81 (H) 0.34 3.081 (0,0 fDR N 4 z 3.1P Ft. SAY: 4 FT. wipe. G IN_ DEEP SAS1N c. 1 loTAL: • '6 ADDITION DRAINAGE C.P.■--c_ut..taltoNs kg) • _ Ave BoviDksH 7- 3600. %Kies at 86 n ' t 112_ '?"1,\°"1:3 14 1 l32. F1. Thko3.9:9 (310. z 3i_ 38 pve • 418 A-M (4-igs.+ c S6 13 BAT_?••-s _F-D• ▪ 84 ?-PL s FILLET - 15;133 DcA4tS - - - Lost 656o = 2.1 t. 21,0 fl. / to t 29$S • j 00 - 0 z ' 56,565 F1. _ 1,31 Ac-sf•- G 5 G, , 3 65 c 9 1, 51-8 FT z 2,1 o A c-12-E Pit4.8 14 RECEIVED F EB u Ceunt Engineeriila EST 12 IA 0 . r2183 t /93 CK-WM) BASIN PAVEM�NT.,_ "2os" STogi.GE• REQutsED SWA -E STot<AG6 AVAILL8L6 C t C 2 _ C. C - .. . C _ ......(3 C .C ......, C $, ... ,....Cq ..... .... (80)(■8) 2... 144.2. F'[, (85)(18) z 15,30 ? ..(e4.)05).....:_.1. .P__F, -?. &) Z_.... F Ti. (tos)CO3) ..... z z S +, s6fT7 .(.1- .7!)013)_ ±. 3.\ 86 X72_ 241 (ta ( ) � � 1'7 o.t Ac RE ( 88)(16 11(10 ?1 . + 86 F too . l8 (. . )(..) ..r. ft - E 86 F T• D -24 = . 60 .f1 a G4 ft 3 .._. .64. .. 2i fT,3.. 208 FT3 .... . \33 ,n a � 1 55 ��. � ) , I 85 3 f� 30 10 ft 3 .79 .F (64)(1.980); 121. FT 3 @ 0 9 6 9 . (63)(1 98) t t3 FT. 3 (69)(1.98 _ 13 F'y. . .( ?O)(I =..4o,.F_T (1aa)(I1) z 312 r7 . (t5o) (1.96 ) rti ..FT:3 0 O. Bo% z ._ .(3s)(1.9s) ... 6 9. F,T.. (144)(1 .= ?l l FT3 ?o)(I >9 -. 4o f1 . . ( (52) ........ .. 3 (1,96) Z. F�. SWFL6 LOT Fs. - ocK ?... . Lo TS 2 T 3 LOTS 3 Loss 44;5 Los 5 Lo 5 - 4 6 LOTS 6 T 7 LoTS 7 Lo7s 948 LoT 9 g Mkt IL QME 6tH ADDIT UC-FINA6E C.AL•C.ULAT(or'.IS No, 12'183 Vie /93 _(.KW M) T. 890 fr3 15d19 fT s S"CoRAG 6. R'EQu \?t;D w r 3 t)- -208 S Z 89 FT. z) 1 —TY! . r Alf WELV D FT. STORAGE (l.0 ofs CACI ? of DE t7RwEwAY NoR�•A`IS? rjAr7rr.rrn?" F v E h� OtA • t0= to- Q C .O55- S Tof of pg\VEWPY t0 ' M \D\t -OME � PDD l"f16N pc.AtrlAGE CAt- cu LA\ VONS t3 BASEMENT 0,0161 Ft. /f1 3Zr7 . (.+.)(Q) ( 42-4 ) .t. `z.J (36 7111 1 t3' F SEMEN? Dr •°- 1Z /w • 1 r t 0 , 0 \ 6 ti 1 0.047 FT/Fr. �T1774- tlCsY73 1�y f i •`T Tr XM NORMAL SWAL SLOPE .._ ... . .. S s at- 1' . hREA of - f t1 0 25,33... a rg77777 77 SWALE 1,9$ f't? NO t2163 t /IG /9s Kwr‘) L SWr.LE BDTfoM GRo55 sec"ttoNAL AREA of SWALE i)( = ). t (o ) ( 6 f ) 3.55 1.01 .o.425 1 ,00 GONC. CURB Co NC. c r- DATE = 1/10/93 PROJECT NAME = I°IIDILOME EITH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.31 ACRES SUBAREA 2 = 2.1 ACRES TOTAL AREA = 3.41 ACRES OVERLAND FLOW VALUES Ct.. -= .15 L = 0 N - .4 S = .01 CHANNEL FLOW VALUES . L = 775 7.1 = 8.6 < - 7..= N = R = 9 = TD = COMPUTED VALUES DUR = 52.34 I10 = .66 010 = .99 .OA = .99 RFiTIONj L FORMULA HYDROLOGY DESIGNER = K W MCMLJL<IN BASIN C SWALE LOTS SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .433123107155 DATE = 1/10/9: PROJECT NAME = MIDILOME BTH ADDITION DESCRIPTION = STORMWATER DRAINAGE a RE.S SUBAREA 1 TOTAL AREA = OVERLAND FLOW VALUES Ct - .15 L = I? N = .016 S = .01 CHANNEL FLOW VALUES L = Z1 = Z2 = _:6 N = .016 B = 0 S = .008 TD = .1144 COMPUTED VALUES DUR = 5.00 110 - 3. 10 010 = OA = 1 RATIONAL FORMULA HYDROLOGY DESIGNER = k:: W MCMULI <';IN BASIN C (PAVT. ) SUBARE=, 1 RUNOFF COEFFICIENT= .9 COMPOSITE RUNOFF COEFFICIENT = .9 , Cv.?. OrettING AK 1-ow POINT ') STA. 2-rLSS BATES DR■wa h 6'z 0.5' H z 0.i144' Q D•Za cfs t1ttC HT of CtiW8 TR hTE(Z N o.tt44 Der of W z a 0.23 f Loy4RATE h o. 3i H Q z 3 (L)(H) fog c I IA Q 029 Z z 2,43 Ft L- = 3.061 (H) 3 0 81 (o.1 t 44) SA'(: 3 ft WtDE 6 IN. DEEP ??p,siN D CMIN Lome. S KS) D II D 'Ci L-C4L t °Ns 0 13 0 D ?t stsi z. (1.2.0 tz)( -7565 -4-4G1 436 caf•DMS k LL?i 42..o. A ct (45)t 3 \ 9 3 t 2_ #' I 14 V2- (144 .. A v.0".; s e_ (2. 0 0 "k" lboo) Ft ki 000 Dv_tv es 1A0 • 12183 k (KvINI) 555 f 3 20£5" c)-/■GS... 34,31cl_c _9 g1 ft?" 2to _Pc-g.E z z A L- J.- z _ 019 isc- Pao fi RECEIVED_ EB Eval — - - 0/14—: CV 1 L..ol'S 11 T t —51.-Qc lzER L3W M 5 PCVDITiotN1 A)R--A1141:4e CuLKI 2 ° 0 t. 13 f z r- 555 FT. thli 2-) 2— 1 "i6" k o ft3 NO. Z1 Y15/97- • --aoso FE-Quv?-eo s-w,,Le sTog,GE z. - 3 2.11S f1- A (51 !___1 F7. @ o• Bo D (2. t V3_5 f T• 56 '—f- c. (4- -t.95).__._ _ ..17,71_ .f.I. ‘o 1 ----- —(-1-$-)(-8)--- .________5_a_....r.c.., .(2,9).(1.9.6.). _to_ _f . I 1 i 1 ; I i . , ; I,i1- . ; I .1(21i, tA ; N.9 I Os: , I i ■ 4 I . I i ■ . i I t i 1 1 ; ; ! ! ; ; z i 1 . t i :At- i i ; i n i !__ . ...(3.frula)_6.12- f 26 ry . ..,& .= 7.1 „FS? to D. 80 go _ _ _ E 1. o o 3 _ Jr) 7.71_7/C2_ 1...."" .. (....,)_ 3 t F_T..7 QT)13 3 V;1 (+) 555 FT: O. k 3 faCr-t. r) ND CV 1 L..ol'S 11 T t —51.-Qc lzER L3W M 5 PCVDITiotN1 A)R--A1141:4e CuLKI 2 ° 0 t. 13 f z r- 555 FT. thli 2-) 2— 1 "i6" k o ft3 NO. Z1 Y15/97- • 1 NO 0.11 FT. /FT, RMS v v A SLOPE B � 's — 4:2 7 i r ot / /6„ Fr r i 0> .C'! \3' 10 Q.A5ervttNT Top of v NevAM EA5 EMSNT V "0" —OME S PDD ( pgAINAGE CALCULF.'CIDNS n rrr�r nn,7/in � / Y -c S ,,0P E Q. \ 3 13 L S,N PL E � �� r lofc!'� h F vA °Iba�v C R 0 Ci-A0') (429) t G enb€,) 1.9s f'( L 1.01 Q. J a 5- SECTIONAL me-e/1/4 of SWALE 4 ° — F-1 w NogM^ L�7 .. FT /Fr tT :, Y?,69j • . �T�fi`TjAYrT�i,��' �5 SwA�e S �.. _...... LOPE 5 BoTto I S NO 1L.'7 1/1G /q3 C w r- ) � A ..... -` Cone. CURB to s= s CROS % AF.f%A OF SWALE Go N kA F-13 NiilJ! 27 9 4 __00 _ 1 _ 5 29 5 !1 6 �. Fr - � n.n .. .. ( :?1(0 " ) �4 /*(i)(9 1 ') (g �fr. ....,..,vti.,..,.. , .... 1.01 O. 2) 2.00 RATIONAL FORMULA HYDROLOGY DATE = 1/19/91 DESIGNER = K W NCMULKIN BASIN D (PAVT.) •ROJECT NAME = MIDILOME STH ADDITION DESCRIPTION = STORN - ER DRAINAGE SUBAREA 1 = TOTAL AREA = OVERLAND FLOW VALUES . 15 0 . 4 . 01 CHANNEL. FLOW VALUEP Ct = L = N S = Z1 = Z2 = - N = .016 B = 0 =,022 TD = .1044 COMPUTED VALUES DUR Z.00 I10 010 DA ACRES COMPOSITE RUNOFF COEFFICIENT = .9 3 0, z 3.0t1 Q 0.31 3. 0 S 1 ( kit 3. 0 31 (0A0t*) SUBAREA 1 RUNOFF COEFFICIENT Cx*& o?F-t-ItIAG AT Low f•o r4T STA. \-1 ) BATES coug ht 6": 0.5 HEIGHT Of Ckoze vk z 0.1044 PErLH OF wnieg. GI= 0.31 cfs 0-1044- x 0.2.1 0.5 SKY : 4 T- 'time ; 3.55 fT. 6 IN, ,oter DATE = 1717/93 OVERLAND FLOW VALUES Ct = .15 L 0 N = .4 S = .01 CHANNEL FLOW VALUES L � 522 •Z1 = 8.6 Z2 = 7.3 N = .3 G = 5 = TD= COMPUTED VALUES DUR = 26.96 r`o _ ^^` ' 010 QA ' '-~~--- PROJECT NAME = MlDI|OME STH ADDITION DESCRIPTION = STO8MNHTER DRAINAGE RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN D • SUBAREA 1 = .79 ACRES SUBAREA 1 RUNOFF COEFFICIENT = ^9 SUBAREA. 2 = 2"2 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .lZ TOTAL AREA = 2.99 ACRES COMPOSITE RUNOFF COEFFlL1ENT = .348160535117 AL.C. 1 -.n 1 $ \4 \O 5A5 N M\17‘L-01 ?Ti F.DPI DRAINAGE cALcuLotcrioNs zr. 5 0 101- f • T Dtft A z <13(t 4. ?-4847 . riorr. Avo FS vg■v“. A wytrEgvto1/4ks S7 L1 O kt,751 r - r - t GgAkss Sci I Ot _7_147 ..1„ e-- 33, .0.S I Acg4 No. 12183 (K.wrn) A1"5 C.T. (zkPtus tLLET ri IA: _2_1"-:- . zi-o Ft 3 z ■ It I "208 SlogNai. 200'0* l02 eT. . z = c i PPP FT. LOT P1(664{ RECEIVED • f- EB 11993: County EngiflOr tsr-Rvo swALe EthS La Ts 14 LOT 6 i...01" 5 3_ E " SVoPG. 1 F-S-4l.11WE-1> : Mk S TH ADVCCl IN1 CAL-C.lit-f\TIONS % _ _ - ■o./ _ 1) et D f . s " 110 17-1 k/19 /93 C_KYq (o 5-15 k _ elt 0. 09 Nctc4 "" 203 - -s 5Nok‘_e. s-volar.ae SKts KIL-tv131-E--ot - Co■ART e. t. bog- 3 @ I. 00 vo • 10 1 .. EASEMENT - co? of plL\vewAY To? of t W WPY G to t3 EP.S EMENT \o° M\011 -OM• 9 11/44 hpD 11 D�A11'J CAL CULACIUNS 4= f= /w GO' 0.016"1 Et. /ft. rrrrrrr ;nrrir�rri�t 1.oVE p.\ 3 pIOKM •NoRn; Ft /F w A4E Sh F tot l0% Q) CROS: - 56CT oNhL hweh of SWALE - - - - I (1.)(° )( (2\( Z `. q$ f l z __ l / 1n ..o1 0.11 r s 1 rkw7-1P-/w9; fic.c49.R.7-.77.,wrics‘PNY1r441: on. 14 RMAL swAL SL 5W BOTTOM (z).(95..)(4 ) * (2)(Q)(.►g3).t (o. !.07 ,. i s o.46 2..o0 No. 1t163 t /16/93 (Kwr -) CROSS - eci IoNAL. t+CLEP of s WALE cone. CURB coma. • GuFB )(4 3.55 n DATE = 1/19/93 CHANNEL FLOW VA| L = Z1 = Z2 = 7.1 N = .3 = 0 S = .01 TD = .5946 COMPUTED VALUES DUR = 20"16 Tlo = 1.44 Qlo = QA C.; DESIGNER = K W MCMULKIN BASIN E PROJECT NAME = MIO7LOME 8TH ADDITION DESCRIPTION = STDRMWATER DRAINAGE SUBAREA 1 = .34 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 1.15 ACRES COMPOSITE RUNOFF COEFFICIENT = .371739130435 OVERLAND FLOW VALUES Ct = .15 L = 203 I.07 1 N = .4 S = .005 RATIONAL FORMULA HYDROLOGY S `*t‘L- t-»T5 7.6^5 DATE = 1/19/93 PROJECT NAME = DESCRIPTION = S SUBAREA TOTAL AREA = OVERLAND FLOW VALUES • CL = .15 L = 0 N -- .4 9 = .01 CHANNEL FLOW VALUES L = Z1 = Z2 = l r N = .016 B = 0 S = . TD = .0901 L 'TT I(NAL FORMULA HYDROLOGY` --' DESIGNER = K W MCI °LJLKIN BASIN E (PAVT. MIDILOME OTH ADDITION ER DRAINAGE I,_.3 SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPUTED VALISES DLJR = 5.00 I10 = 3.18 010 /f b 0A = i .26,) CURB OPENING AT Low ?DINT STA, 1- t34.66 i _ BATES couRT • h G =0.5 H o.ogol� a z 0.26 cf5 •4 0. z 3.081 (T -)C for- h 1 3. OA) /2 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 HEIGHT of cuR$ DEP'TN of FLOW Flow RATE Q 0.26 3.081 (0.090tf'z O.09ol z o.5 z 3.12 FT. SAC '1 FT. V'IIDE 3 6 IN. DEEP z o,18 t'4rDIL-01• S Dpvtlonl PlzAkNAGE cLc.uLp.ttOt.1S 8A TOTAL 6 ...A A-ZS — 4+2 LOT 1 ?IA& RECEIVED FEB 0 Larq Dtgiacn (5T NO. v2.783 k/t6 /93 (cwM) - 7956 t lez ovo 19 9,56 ft 0 Aci=e t. 6z ei s I . 01$ I\ cp-e_ -CF-Ekst • LOT' - f , L OT .4 L.cT z4 Lot 3er LoT5 -45 —Lo-r--5- BLocv. 3 • MkP■LOMe. 1 is."01)1 NVAZ1S3 DRAINAGE CALCULATIONS 56 f - 3 . 2.05‘ SWALE stoizA.Ge 5- T°F - N 6 E -- --- P , \natt-NBL€ -0N QUNiz-E'D. F3KrEs PRO/ Sob?. 0.8 -e 0.60 0.809- Q o•Bo € D.80 1956 i -1- 33z ft < i5ltoigt-aGS izeak4F.el ' (1956 • )( 2 2. NN • 3 _ - -- wrx M“p1LOME. £3 PDD ITION bs.PIN cp. LCu LFCC PONS e/aS£M'ENT - [or of PfL‘vEwAY 00 o.016l ft. /ft O.11 mom -.. fr ann " � n! , 1 � 3 f�lf` 5,,oPE NOR S� A FT.� Ft 0. \ tViik t) p o °- tot � C',¢ S .5C.- M-EP OF 13 e s EMeNT TO? of DRwEWPY cO �rW t 4o(LM A � (.+-1 x `21(0)(364\ z t.ci$ I 1.0-1 0,11 LCTT' O. . 1 1.7 �� 1 �i64l�fl.�lTAY7T NORM Fy. WA La LOPE .. 5W ht. E B0Tt S WALE N0. I2l B: (Kwr1) Co NC. cur-13 .,. (4-Y (1)(0)(1 t' ( Z 3,55 1.01 0.48 . Z.00 . .... DATE - 1/18/93 , PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMNATER DRAINAGE SUBAREA 1 = "46 ACRES SUBAREA 2 = .98 ACRES • TOTAL AREA = 1.44 ACRES OVERLAND FLOW VALUES Ct � � .l5 L - 225 ‘) nap A- N = .4 = .007 CHANNEL FLOW VALUES • • L = 137 Z1 = G.6 Z2 = 7.3 SWALS N = 3 ^ Lot 5 3 K4D A- 8 = 0 8 = .008 TD = .6G35 COMPUTED VALUES DUR = 20.49 I10 = 1.43 010 = QA — RATIONAL FORMULA HYDROLOGY • DESIGNER =.K W MCMULKIN BASIN F SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 yI � � COMPOSITE RUNOFF COEFFICIENT = ^389583333333 DATE = 1/18/93 PROJECT NAME = MIDILOME BTH ADDITION DESCRIPTION = STORM ATER DRAINAGE SUBAREA 1 r' TOTAL AREA =_ .07 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 8 = .01 CHANNEL FLOW VALU ' L = Z1 = 7_" = N = .016 13 -= 0 S = .008 TD = .1. COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 =' 0.A = ( .2n 3, 2 SAY'. RATIONAL FORMULA HYDROLOGY- DESIGNER = h: W MCMULKIN BASIN F (FAVT. ) SUBAREA 1 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = 9 C.UC -B OPENING AT LOW p0114T 5fA• 2-tzS, BAT E5 DRIV h i 6 10.5 11 - o• 1' az 0 ,20 CFS N r 0_10 0.5 Q z. 3.08'1 (L) (N) Fog h 1 Gt 0.20 z 2.05 FT, 3.0$"1 ((1-1/4) 3. (0.10) ` 3 ¶t. WIDE 6 114. DEEP I G HT of GuR6 t ?TH of WATER R fCI E• z 0.20 C 5to9.16 -3too 1.09.1‘ SASitsl "6" M e Pco.D.rT Lori Alt4 e c.0 \-Kt ■ONts lG 643 ?i" kyvws __5 Do z 2 i\ 14),663 — V2-50 6v.f.ss 0 ?t 20 Fc.DYED , Val 83 Vi /c13 (Kw -- Drily Enginaellag IZ€Q : Icr-Ritvi- i‘Yvrioce stogN66 z o --c. 11*? -. /As 4 1>gli we Li- -I GI log AG e - 3 cfs -cat) 0 ,Acge 0.11 Acite ° AcRe pr NORM 1 16 I F'T. / F-r , AL SWA 10 %O' M V"- ME S I B T10 4 b1-'A1t•AGE CAI- cut-Al rontS 1:A5£MENT 'Tor of p1-' lwAV q3 Ft .:..,..... p. �y.. is a 1 /w s Rlw .. 1' any ,,rmirgornrr/13 Fq'1.a. SyoPE ... p.\3 L 5�P .lf NoK rnP ti QyO� CgoSS -S crtoNhL Afl■ of SWALfi CZX2s) (429) t (4,)(Qn( Z �,t� f.1 Z t . .. 0.91 Sww�E B0T1oM NO'. 12.183 1/16 /93 (Kwr∎) co NC. Gu F13 CROSS - WttONAL F F' of SWALe i)(09(4` t (1)(0)(11 (os)(4 Z. 3,55 Cot1c• CuR6 - i DATE = 1/19/93 PROJECT NAME = MIDILOME STH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .11 ACRES SUBAREA 2 = .22 ACRES TOTAL AREA = .39 ACRES COMPOSITE RUNOFF COEFFICIENT = .47692=070923 OVERLAND FLOW VALUES Ct = .15 L =. .4 LOSS 7. N = .<f = .005 • CHANNEL FLOW VALUES L = 40 Z1 = E1.6 72 == 7 -' SWALS N = B = 0 LoT S = .02 TD - .4'55 COMPUTED VALUES DUR = 13.12 I10 = Q10 = QA ' FORMULA HYDROLOGY'-' DESIGNER = K W MCMULK.IN BASIN G SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = 15 • DATE = 1/19/9 PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .12 ACRES SUBAREA 1 RUNOFF COEFFICIENT =- .9 TOTAL AREA = .12 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L = Z1 = Z2 = N = .016 B = 0 6 = .011 TD = . 1017 COMPUTED VALUES DUR = 5.00 110 = 3.18 D10 = GA CuK$ oPENtnG AT LoW PotNT; STA. 3 t89.94 i BoWDtsH.ROAD f \ Z 6" z 0.5' C�2 z 0.34 t.FS 'n'ATIONAL FORMULA HYDRDLOGY`- DESIGNER = K W MCMULKIN BASIN G (PA'VT.) NEIGNI Of Gu? e DE ?TH of Flog N z O,IOtI a 0.20 Low it.. e to 0.5 Q t 3,051 (L)(h R fo h c I Q c- o.3 t 3.4-v M. Z 3.0 81 (N) 3.1)81 (o.ton SPY : 4 ft. WADS ; 6 tN• D Simpson Engineers, Inc. N 909 Argonne Road 926 -1322 Spokane, WA 99212 Project: M) PAL oME Job No.: lz 787 Disc,No,: File Name: MAP COI /o' 5 TN ADD /T /DN TYPICAL SECTION DATA Roadway half width ENTER - -) 25 Road Name ENTER - -) BOWDISN ROAD Left or Right ENTER--) Right Curb Type TYPE A COUNTY Station Interval " ENTER --) 50 ,, MINIMUM MAXIMUM y . • Curb EL. Curb EL. Edge Pave CENTER .% SLOPE EDGE DIST. % SLOPE EDGE DIST FROM ( -4.5% ( -2% to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVHT.from E/P 4 FROM E/P + SELECT- Design Tap Curb ELEVATION LINE ELEVATION E/P EDGE PAVE % SLOPE TO CURB CURB MGT! CURB HOT) ED ELEV % G Grade 2013.45 2013,22 15.00 -1.53 0.00 10.00 2013.27 2013.52 2014.50 2014.13 1.36 2013.90 15.20 -1.51 1.36 9.80 2013.96 2014.20 2014.00 ;.' -1.00 3 i. 0 2013.2E -1.70 201 2.86 14.10 -2.98 -2.08 10.90 2012.87 2013.14 2013.10 -2.39 -LSO 400.00 2013.18 -0.20 2012.87 12.50 -2.48 0.02 12.50 2012.81 2013.12 2012.87 -4.00 -0.46 450.00 2013.55 0.74 2013.37 12.40 -1.45 1.00 12.60 2013.30 2013.82 2013.31 -4.44 0.38 500.00 2014.15 1.20 2013.95 12.40 -1.61 1.16 12.60 2013.88 2014.20 2013.90 - 4.37 1.18 550.00 2014.91 1.52 2014.80 12.10 -0.91 1.70 12.90 2014.72 2015.04 2014.31 -3.30 1.82 600.00 2015.87 1.92 2015.75 11.70 -1.03 1.90 13.30 2015.65 2015.98 2015.74 3.88 1.90 650.00 2016,91 2.02 2016.63 11,90 -2.35 1.76 13.10 2016.54 2016.87 2016.71 -3.21 !.90 700.00 2017.68 1.54 2017.44 12.20 -1.9? 1.62 12.30 2017.36 2017.68 2017.66 -2.19 1.80 750.00 2019.41 1.46 2018.31 12.10 -0.83 1.74 12.90 2018.23 2018.55'2012.45 2.79 1.58 800.00 2019.17 1.52 2018.91 12.50 -2.08 1.20 12.50 2018.85 2019.16 2018.91 -4.00 0.92 350.00 2019.56 0.75 2019.26 12.60 -2.38 0.70 12.40 2019.20 2019.51 2019.21 -4.44 0.60 900,00 2019.31 0.50 2019.54 12.50 -2.16 0.56 12.50 2019.48 2019.79 2019.51 -4.24 0.60 950.00 2019.98 0.34 2019.69 12.90 -2.25 0.30 12.10 2019.65 2019.95 2019.81 -2.14 0.60 1000.00 2020.11 07- Jan -93 02:26 PM KECWJ D r B - G1 ikJJ County E41$IAeekt 1ST RA/h/ OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: October 26, 1993 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in MIDILOME 8TH ADD, plat# P 1168H. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. k\j\A " (USE BANK LETTERHEAD) " AMOUNT: $ 1,000.00 BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W I3ROADWAY SPOKANE, WA 99260 -0170 Gentlemen: k\jff\assign.208 "SAMPLE LETTER OF CREDIT" IRREVOCABLE LEI ' IER OF CREDIT SUBJECT: LOT BLOCK MIDILOME 8TH ADD (Plat) PLAT # P 1168H . (Development) We hereby authorize our irrevocable Letter of Credit in your favor, and au horize you to draw on the a draft up to one thousand (Dollars) ($1,000.00), for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non- completion of all or any of the above impr venents and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terns of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under Credit No. Dated Bank Name: (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) By: (bank) (bank address) NO. (bank), (developer) (authorized signor) In consideration of the issuance of a building permit for Lot MIDILOME 8TH ADD (plat) plat # P 1168H (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 . Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused fut ds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DA I'E k\j\flassign.208 "AGREEMENT" , Block For security purposes only, hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of ASSIGNMENT Branch (bank address) This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK MIDILOME 8TH ADD (Plat) Plat # P 1168H in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) 199 Any interest benefits accruing under said savings certificate shall remain the property of Said savings certificate to be released to any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (developer) . (developer) (developer) (bank) to pay over to Spokane County all or a sufficient portion of the monies in the avings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of 199_ President BANK OF Secretary DATED this day of , 199 DEVELOPER STATE OF WASHINGTON ) :ss County of Spokane ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this Notary Public in and for the State k\j\f\assign.208 day of , 199_ of Washington, residing at Spokane 0 4 0 0 m I Z5 1 3 t- a' (n_ 0 0 - d tC m t 30 03 w . t o 3 d s c s d r ' - s a u 1- y o L PQLr+ U as N. 61 r cA 15 25 v 4, tit 6 6 d U N OETA11_ "ID" TYPE e QoLI•LE_9AP -P. L. - r�i7W h'1c�ol crawlc srA.o ao ZS L61Fr Top of �r.al -c - 2.oll s ZD.M Tc_19. IE9 L- nl,po__ Co■Strv.C-t • 3 Curb Opening Stw. 0+4414 8 Lt: w Invert Elev. 2018 j DETAIL FI-C 'IY LoT - 1 1 BLOCK-I LMfDIL01 ADD. 3o' '301 Lot ,-1a TC' o'■ for mar De "Z : 3' 8TH 1 1 Cuae LII-IE set BAZ L'- 11544 -LEN 1 5. 00 1 a^ Construct - Orlvewat Invert Elev. 201928 DETAIL- E T F ENV e. . _SCALE 1 F 20 NA'( 25, 199 15 c0 0 f => ..I$ mpson Engineers, Inc... CINL, CNGNECNS k LAND 5uNYETORS N.9(15 ARCCNNC ROAD SPMenf, NA 99212 Pn 926 -1.377 k evIsed DrIvewwy LocatIwn Io/n J 3 3 Cu.b Cu* gate? R/M /a 1 /e :ar n b wows • Panama t,MEwT CYRCREr( CNta Writ' SAlw aaUt Cauwrr S7A•NRG 4 /JTIMG PgrtMEw7 OEPTII eND view: Conc.ree Curb Inlet T Spokant Co. Std. DETAIL "A" TYPAL ROADWAY (NO SCALE) 25' Q- (Drywall .0210 T /II YARICJ - in rip 'Cr 20 AS7[AtT C.WCRETt PAYCME.V) CLaJs t`C.•PACrto More RJPwA /r C"Y7Ewr 54.,% >b 6%4% CW.s. o.o.r Jac.) CRUJREO SURMC /400 TOP Co%t$r COMPACTCI DCPTg CW.S.D.o.T JrEC.) DETAIL "8" TYPICAL SECTION BOWDISH ROAD C ( NO SCALE ) 25 i' SISPAAtr C0 I RETe PA✓EMERT CLASS 'AT COMPAQ TEO DEPT* • ASPIAIT CavTtwr 534% To 6 TaZ C wsoor , inc.) C ['Russia S.VfAC /w0 TOP LOUR 5C COM/PAC7E4 (WJ DoT -Inc 1 DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE 1 NO SCALg Top of ca ib. berm (3'wlds .4 100 colar•d wilh Aruba bad • u 208" POND SECTION DETAIL MOT TO SCALE VARICS 2% To 4.S 1 opa.m / all Slurs .ma.A, f roa. top of bcrm To bottws o5 SWala DETAIL DD Ia Bock and S;dts of 'toff Pond to be. bleber -then Rem...ant Side* • 208 Pond Floor Slope Sod to Top of Dryw.A or Moetic any £posed J'olnts MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION 2 S . RIw "y TrPC 'A' PORTS awe CfMfwT CONC let TT CURB SPOAAMC CDVwrr .1TwnAaAD. SIDE 5 iL 13 10' If l i_ 114'1 Jw.0 4 M/AL UC JAT ALF 1 r 07 S Stows. OD TA CAtC/ Maine B 1. /L -Z I! tgw o NC p 1 3:1 Slopc 3 l'l Slopa,oln. 10.0 (ivxy 1940 N S.S s 1 ..) i S impson Engineers, Inc. CIVIL ENGNEERS & LAND SURVtTORS N.909 ARGONNE ROAD SPDCAN1. WA 99212 Ph 9?' -1377 I DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE Top Curb ` 1 W DETAIL "F" .DETAIL TRANSITION IN CURB AT. DRIVEWAYS AND, CURB OPENING LOCATIONS to '3 I Transition • J • E J Ceneat Concrsta Dr;eeway Dr■maway f , Curb Open;ny .,... TYPICAL SECTION: DRAINAGE 7TYPICAL'SECTION:. SWALE AND DRIVEWAY DETAIL 3 1 D.0853 V7/F/. I � Curb c t vtre* I �\ I /.ephatt Z�. NI S t-1- Oct eway5, lops Breaks -/ Curb Openings, B DETAIL: CURB INLET —t TYPE 1 DETAIL 1, I" _ SWALE, 4 WIDE a t .. To o f DrivewaJ r -- 06 7 1 31 o.0161 I7f7 f. .9 0.1333 Ft. i._ 1.5 } \ `Swale Bolton STA. 9 +00, BOWDISH RD. , Rlpllt to STA. 0 +79, 38TH AVE., Lett STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. DETAIL "K" TYPICAL SECTION : DRAINAGE SWALE; 5' WIDE T 13 T' r w RAN B.5 1.5 Transit ion DETAIL Rlw Cewereta Curb t - 5wa.tt Botta,n , 1:1 5tepe,n;n. / 5: l 5tept,•le.a. 4rontop .4 deleewt to bottom e4 *welt . Curb STA. 4.43 TO STA. 5 +05, 38Th AVE., Left LOT 5, BLOCK I _STA. 0 +44 TO STA. 3 +46, BATES DR., Loft LOTS 6,7,6, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS 115 1.5 111G deep, curb cut tn lerat 5a1alt Store) Store) . / ` '•g a 0.0161 pt y DETAIL „G,1 51ope 12 t t Down trop 6 uttsr Concrete Apron for length of curb cd (and 3 wide a4tn;ck) t :, ess*zra� • ELECTRICAL TRANSFORMER IN DRAINAGE SWALE I 10 1 13 c F � �Oralnyt Swalt • • J� C A .M ", `C Crete Care 1 'NOTE: . Eledrleel fewer Trans- or.ers Shalt be a minlnun of ID feet from, drywalls. LOT 1, BLOCK I LOT 1, BLOCK 3 DETAIL "J" V .—Coscnen* elec.trice% ?nee Trenefornee / Conc. Curb /Pa.enent 1 t�--� Rlw LinaJ Elcctrll fewer . i LLLLL ...11l�e� Tr.neiuornsr 1 `Co■c. Curb ` 1--- Street (fspMlt Pwcnurl)Th,__ Founded 1946 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARCOtuJE ROAD 5P0✓.Anr. WA 99212 P11 976 -1327 0)A E. s A7 4ti ( 85' r: OM O .'i RES 71170 g S 4 .4 '30' , pp 15> . . BUILDING. SET ---------------0 w M Z EL4t 3 - — — •g DRAINAGE CASE DETAI V-1 EhT L. "A PR PE.z -0 - ry LANE 'Si 1 Cu2fd LINE Coylstru,c_t--'-- Tr anS For mer o rwawa y • • t e'to. \1 ° I # 3" truer` Elev. 2018 DErT rF A\i 38 -1. :LA 0 I' =20 • MAY 25, 993 • . M :I I: f E :S - :P DD, :L OT.- :2. :.6LO Cl< J ' .. SS re........ UN .V impson Engineers, Inc. CIVLL ENGINEERS B LAND SURVETORS N NE. A 9921 2 ROAD '' $P fY(ANE, wA 99717 PR 9)6-1]77 ev lsed Driveway Loco. w'a 1019 g3 yARVs .,n' Line Pond v.Rh • Gress Sod VAR ICS 2% To LS Back and Sides o4 'Zof' Rsnd i to be. hl&har than (b.varnent Side' Curb Cut «deep RA. 10' -5 . uc� �+ 'S re v nln— � 103 f.. • PoRTLANa Centel CONCR41E CM(S TrAc A' SIpKa4Nf Coeenr STRNMRp 4/prise, P.T.aser Concrete Curb Inlet Type% Spokane Co. Sid. 1' DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE dLL 25 1e' RSfNAtr CaQCRtrt PAyfmENT CLAM 'D; 1 MITT AstNAIT CONTfwr 54s% re 6Q% ( W.s. o.a. r. art ...) CRUSNfD SURFACING TOP Coast C Com PRCTCS O4TN (43.0.0.( inc.) DETAIL "B" TYPICAL SECTION' BOWDISH ROAD E: ( NO SCALE 2D r P15PNALr CONCR(TC PAy(MLNT CLASS '5 COMPAC Of Pr* . /13igetT CONTENT $44% TO Us % C WSoor, arc G" CRUSNLD 5444EAC ear TOP eta JC. COMPACTt0 OL PTN (WJ oar ate DETAIL "C" TYPICALL, SECTION: BERM ACROSS DRAINAGE SWALE 1 No SCALE Top of owftiv b..rm (3'••ids wl top) covar•4 with ArSfl Gad gar (or 1:1 51oro 3'1 Slops, TAX. ENp YIEW i from top of bcrmto battom of swat.. DETAIL DD n.208" POND 'SECTION' DETAIL NOT TO SCALE MIDILOME 8TH ADD. DRAINAGE DETAILS • 51op 'Zoe Pond Floor or_Te • 2.5 . 1s Slope Sod to top of orywdl or Mastic any treed 7o,nka ea4ntin5 R/w TTPe ' A - PORN ANI CfeACNT CONCRETE CURB , SPOAANC Cavwrr STANaoRO. L1 New R,c.• /o' ia "1 W Y S..^Le ORAIN4Gf SCALE' TN 0I 500 LWAtt 014(A re 41 S0a&9 Ar tau. Nam[ BUILOCR. j- Pr DETAIL r1 D" TYPICAL DRYWELL LOCATION NO SCALE 10.0 0 ' ra..ww ,..o impson Engineers, Inc. CINI ENGINEERS & LAND SURVEYORS 14.909 ARGONNE ROAD SPOKANE'. 'nA 99211 Pn 9211 -377 Top Curb -) :DETAIL: TRANSITION IN 'CURB AT DRIVEWAYS ; AND CURB OPENING • LOCATIONS Dr10e.... i Curb Cepealn3 - Trs1 ▪ /'.en •- Transit ion • 0.133 Fl./ 13 V 10 W Top of D1veway O 0661 Ff) 9 • Cement Cenereta Drvaw.5 Gutter line r. b 'TYPICAL" SECTION :DRAINAGE SWALE AND DRIVEWAY •• 'NO SCALE' • DETAIL "F . Varies DETAIL "H" „ _ DETAIL "I" - TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE A/w 13 10' 8.5' d E w Top of Drive wuy_ 4 --a 00635 fr. /h. •m • 00161 ft. � w ®Q=om RAH 0 0,6, 8.5 1' 10' 5wate Bottom 13 ?l- Itt � Sw.te Bottom DETAIL "K" TYPICAL SECTION: DRAINAGE SWALE; S WIDE y a; 1 .DETAI "" Ner,..l Sw\e store Swala Gotten% t:1 51.y .,min. / 3:1 5lopc, vna *_ Stern o4 dt ivewey to bottom of swat Concrete Curb • STA. 9 +00, BOWDISH RO. , Right to STA. 0 +79, 38714 AVE., Lett STA. 3+59 TO STA. 4 +21, BOWDISN RD., Rt. LOT 1, BLOCK 3 0 E Dtr.:nye Swale ' 51 W I Cost. • I - NOTE: Eleetr■cat Power Trans {orners Ghell be a- .n;n;a.n of .10 ft.* from dryw.11a. LOT 1, BLOCK 1 STA. 4+43 TO STA. 5 +05, 38TH AVE., Left LOT 5, BLOCK I STA. 0 +49 TO STA. 3+48, BATES DR., Left LOTS 6,7,8, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE. DETAILS 11) • 4 deep, curb cut C.ncreta Curt/ Concrete Apron 4t.- length o4 curb cut (and 3' wade • 4 ib:ck)A vm DETAIL "G" Curb / Cur YGaI \ V L- A.1 ^ L-e " j Slone ereols J . DETAIL: CURB - INLETTTYPE 1 DETAIL "J" Slope 1t:1 (mind Down from Gutter - Easement l Swale-- t � Conc. Curb I_ L Streei ( Asphalt Pa.vewext) - f u•npW 19413 Elec. Pour Transformer one. Curb / l Pavement •/ 1 . •/w • • I I I I Electr;c.l Power I IIL__III y..L m Tran.•orwer i to impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONRC ROAD SP(W,ANr, WA 9921? PH 92'3 -1172 . . I \ -1 .1 7.XPIRES 4 I 0 r m c 41 .r . 2•/' 2 . 9 '10N4. , 7.17 9g 2_ . s 4 + t'D 4 ft) :3 • . ; I BO. isulLol gc,.. sc-rep.c.K. . . . _ : tt • . .1 . . _ PI CD R..401-.1A.G.E. EASEbal ebri 1 • DS TA( L.- n A 85' 5 T PRoPE.K.TY LI N 0 . ,, .— . . • —___--- , •Tr .3.ne me.r C.Ukt; LIUa Construc-t Driveway Xnveri Ele-v• Zoli 33 1-2-1 AvEKlu DETAILS' E 4 F 11 0 €5003 ' Rev \sea DrIvemay'l_ocorti6n tohs/93 • _ _ scAt._. l'.' = 2.0. _ MAY ZS, 199 - MIDI LOME - 8TH ADD, LOT BLO CK- I . ''''''... - TT: - - • r....es .44 -• C . • Z...gimps= Engineers, Inc. GI■AL ENGINEERS k LAND SURVEYORS - — sr : A .4E3 , 9 9m M: i7o1711CmiRogn7613.1377 Curb Cut g deer '3 4vq R/• • 6..46 fo PoRIL4N0 tl.A4NT CONCRfr' COOS 7T/Ste S•0444,t Ca4Ntr S74RM40 GN TIM4 PArtn,ln T7 DETAIL 'A" TYPAL ROADWAY SECTION (NO SCALE) 25 /s' .ozle n /./ OETAIL ..__.. TYPICAL SECTION BOWDISH ROAD C ( NO SCALE) I to I 30' ✓h4)CS u.7 " n K.!' 2' 4sPNALr CO I RCTS Paametir CLASS a B COAAPACTIO OIPTN, RSP/R(TCONTINr S44% To �4z C "/SOOT. SPTC.) 6" CRUJ✓IO S4•te0Cl✓O TOP COURSE, COMPACrn) OIPTN ( WSoor JPIC DETAIL RC" TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE IQ SCALE Top of cs.i ih bcrm (3'•fidt st top) Co'sr•d with a Sod l;t 51ops,mnn. /3;1 Stops,maw. Oil) VIEW : from top of bcrm to bottom of a.+otc DETAIL DD ",208 POND SECTION DETAIL NOT TO SCALE yLL 0 r 0 Conareie CorbInlat Type% Spokane Co. Std. (Drywall I . c8 1Y Var Pr Drywell Grafe 0178 "fn ASTNALT CLWCRSTI PAyp astNT cs.ar b, Cca. PACTID AtPTN 4SPNAIT CM7/Nr Sh% TD 6.%4% C ss.S. 0.0. z. snc. CRUSNIO SUAMCIN4 TOP COUASC L" COMPACTCS DIPTN CW.3.D.O.T 3PIrJ 2 MIDILOME 6TH ADD. DRAINAGE DETAILS s ' Lin" Pond w;* Gross Sod '2DB Pond Floor Slope Sod to Topp of Orywell or Maetie an tposed 3oinis LS' 1e fo VARIES z% To 4. s% Soek and Sides of'Lo6 Pond to be hlyher than Ravennent side' TIP( A" PORAANS Cf.v,INT COwCRIT! CURS, SPORwrf CDVNTr STANMRO. q� SIDE: Seu ORSW44ESWALIf TaPO/ SOD SVALI ACIA Ti SC SO4415 IT £ACN NaMI BU /LOCH. 10 3 1 51opc,mas. 3' t:t Stops,n.n. DETAIL I, D " TYPICAL DRYWELL LOCATION 140 SCALE 10-0 s.S ' l,--or fu...ui ,i•e S impson Engineers, Inc. CIVIL ENUNEERS & LAND SURVEYORS 1.909 ARCONNE ROAD SPOKANE. AA 99212 Pn 9'2A -1722 Top Car ?) Eh-Transition ul 13' 13 •r. • AA • ''TYPICAL'SECTION: DRAINAGE SWALE AND DRIVEWAY Cement Concrete Driveelsy DETAIL \\ F 1\ r.DETAIL: TRANSITION IN CURB AT DRIVEWAYS - • AND OURS OPENING • LOCAT IONS Driveway A Curb Opening _ 3 hatter 1 liw[ s-Drl ewa5,6 Curb Openings, 6 . • - -- - - - - -- - DETAIL: CURB INLET TYPE DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE d lo' R w d N d I o W 'To p c F Dr iveway_ �' 1 8 .5' 1.5' - o I - j _ 1•'. tdll 4 I y Vrr..na,a Sw,.la Cane. ent -./ gam vcmant O 4l 71 /fe1 .t11:1-1 r Ns ' c;114 ` Concrete • a_..1. w.wt.m Cure NOTE : - . ' Electrical Power Transformers shall be a vninimum of to feat from drywees. LOT 1, BLOCK 1 - - -- - STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Lett STA. 3 +59 TO STA. 4+21, BOWOISH RO., Rt. LOT 1, BLOCK 3 DETAIL 1\K99 TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE Rw 8.s • 13 10' • 1 6.5' . I Norms% Sault Stare Ones 'tn. 7' I Trans A DETAIL _ 91En 'tD d 0.0161 Fr. - �� MomQ ti MIDILOME 8TH ADD. DRAINAGE DETAILS Swot[ Bottom 1:1 51apa,min. / '9'.1 Slopa ,wu.a. • from top of driveway to bott.,n of awake. Concrete Apran for length of curb cut (one 3 wide a4 thick) t .onceasw>. sse�roa Cure - I Csrb Cat vas es \ I Asphalt Slope Breaks J r • 7 STA. 4 +43 TO STA. 5 +05, 38TH AVE., Left LOT 5, BLOCK 1 _ STA. 0 +44 TO STA. 3 +48, BATES DR., Lift LOTS 8,7,8, and 9, BLOCK 2 IB Cane?, eprb cut C. to Curb r DETAIL \\G\, DETAIL I " DETAIL "J" a . d o. a so - Slope. 1Z :1 (min) Down -from Guitar 1 Easement 1 1 Coon. Curb Street ( Asphalt Paremurtt)--c Electrical Power Transformer T r R/w ' • 1 Electrie•l Peer o'3 _ - Transfer my IL t S 0..0 194t impson Engineers, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPO4(ANE. WA 99717 PH 976-1177 74-,343 4- 30' BUI LDING- SET !SACK L_JH DVtAI NAGS E ASEM EN DETAIL. A' 85 PROPERTY LI MIDILOME` 8TH ADD. LOT -4 BLOCK— I • a 9 z r 1 0 ZONAL . ?Res 2:17. 9S 5 - Trans D eta\ l "IT cu1ZO LII4 - "Constrv,ct C Driveway tnve.rt iay. 2011 38TH AVEIJUE DETAIL °E '.F° Ip2 Revised Driveway Location IDf19'9e Vimpson Engineers, Inc. CINL ERG /ICCHS k LAND SURVETORS • N.90L ARCO IIC ROAD SPOKANE', VIA 99:12 Pn 92r1 -1372 Gti PCRTL4N0 QLMCrT CONCRETt Can 71P1'4' SACK as( COOWTT 37ARMR0 Curb Cut g deep N �R a.aLe CzN r,s* PArLn1LK EN VIEW: I rl— y Slo P e .�_ e � Y x Concrete Curb /1.4A Type Spokane Co. Sid. DETAIL "A" TYP JAL ROADWAY SECTION (NO SCALE) ti 1 •J' oz vs T/n DETAIL "p" _ TYPICAL SECTION- BOWDISH ROAD ( NO SCALE ) r r aSPRALT COnCRCT( PartmThT CLRSS 'B COMPACTED DEPTN , ASPL4LT CawTENT 5.44% To 6 /. (JV Soar. inc.) A CRC/It/ED SUPTAC I✓O TOP CatIR JC COMPACICO OCPTN ( WJOOr 1/EC ) DETAIL "C" 1 5lops,min. /31151oys,maa. from top of berm In bolt von of swat.. DETAIL DD "208" POND : SECTION' DETAIL NOT TO SCALE t ° o yLL 0 0 25 R Wilier Csvc44TE PAYEML.vr CLAJ1''a L OLPTN AJPNAIT COYTLnl 5I+% Tb 64%C (,w.L.O.O. L /[C.J CRu wto SURMCUYO rap COURSE C COMPACTCO DLfd CP45.0.0.1" )/K.) YA// ••.7 ,rz' Vanes Dry, 'Grate 9 2D y '. 5' MIDILOME 8TH ADD. DRAINAGE DETAILS 24' Ol1tl ••/• 3 TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE WO SCALE '(op of swath berm (3'•wida al top) Conrad with 9rasa Acid - Llna Pond with ' Grass Sod 2 (Dry: &%.0g Pond Floor S lope Sod to Top of Drywall or Mastic on 0poscd 7olnls v4RIr5 2% a r .5 Back and Side. o4 'toff Fond to be blgbar than law.nsnt Slde. ,.6 bbl = _ I 4= 1 : 11r 7/Pt - A - PORTLANL CEMENT C ONC.rt re CURB, SROARRE COUNTY S7AnpaRo. 71W fiffi SIDE 1.5 R/✓ ORALn44L JAVA LE • Tap 07 SOO J✓Att ARIA r• It SeaD • LT EACLI MOMS BWLOCR. 3l 5lcpc,m \ n Ik1 I ;l 51opa,nIn• DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE Th4v RLN 10 17 10 6647 160 r ,1 S. S _ I`Dr.dnan S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS 14.909 ARGONNE ROM) SPOdnNE, wA 99212 Pn 926 -1727 ounded 1946 ti ' impson Engineers, Inc. CIVIL ENGiuELRS & LAND SURVEYORS 1.909 ARGONNE ROAD $POI1AIIr. WA 99212 PH 9T5 -1377 DETAIL "F" .DETAIL: TRANSITION•IN CURB AT DRIVEWAYS ; - ' -AND.CURB OPENING LOCATIONS • oS v V WI Top of Driveway 0. 0641 FC 0 , • TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' 13 Transition Gutter tine- r varies I ' �• DETAIL "H" L Dri t4ay5, Curb Opcn■n5•, 8 TYPICAL SECTION; DRAINAGE SWALE, 4' d X 1 0' W Top of 0161 17 DrWewcj 4' 4'� —� 0 lrtl pn.4", r9 o.133f r..� DETAIL "K" KAN 11.5 seo o t rt .lec Swats Bottom TYPICAL SECTION : DRAINAGE SWALE; 5' WIDE _DETAIL • E a 94w • 'Sern.d swlc slope Transition Cur STA. 4 +43 TO STA. 5+05, 38TH AVE., Lett LOT 5, BLOCK 1 STA. 0 +44 TO STA. 3+4B, BATES DR., Lett LOTS 6,7,8, and 9, BLOCK L MIDILOME 8TH ADD. DRAINAGE DETAILS G dee p, curb cut k _ Swale Bottom 11% 5tept,a%n / St 1 Slept, mac 4rovntop of driveway to bettem of •welt 1B Concretc Apron for length o4 curb cut (and 3' wide u 4't11;cw)� w aaa,asa•avr Electr■co% Power Transformers shall be aeninlmum 04.10 feat STA. 9+00, BOWDISH RD. , Rigllt, to , -from drywalls. STA. 0+79, 38T8 AVE., Lett LOT I, BLOCK 1 STA. 3t59 TO STA. 4 +21, BOWDISH RD., Rt. LOT 1, BLOCK 3 DETAIL „G,1 - - t DETAIL 1,J„ 1 • 0 0 0- Slope vi :1 (.m1n) r Down -from butter Curb C.t v A•ph.lt —2\ I t Stopc Break - . DETAIL :__CURB . INLET . L YPE DETAIL I tt L E oatmeal 1 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE b ID 13 1 � Conc. Curb ar k-- Street (Aspbtlt, PavcmcA) Elcctrieal Power Transformer i � 4 E / Or.:na 5 t swap -. / Coat. curb YI / /Panmant ml I _ /// . ' 0 c Curb t Curb i NOTE: 1t 1 1 1._ • i , 1 I — ' J I � - ! Electric.% Power t- --+t' T rtn• fo raw i t JCS Re5 .5 A =ZOO. h'IA 25, 1993 DETAIL "t<" I • I(. IZ IT` I • I m I I x IL Im I I � _ ___ DIE3A — 3o' _ BUDNG. SETCK LINE – Constry,ct Driveway 'Invert Elev. 2016 DETAIL' K T F' I k ORAI 1 AGE f(� t,t S.1.-j ENT D6TA t_ "t1.` 1''193 5 wide, Swale- Bottom' Sto...t+43 to 51 Grade' -follows top f Curb 3 TH 8 AVENUE MIDI.LOME .8TH ADD. LOT 5 BLOCK - 1 Electr''Cal Feed ThrAA Detail " S 3 i J R 13.19 L = 3o. I Revis ea, 5' Is' TV?� U, D«nt L " 0 " 001 -- 11AR,REL_PR WELL f'1cl. FrLL"`c i Crul e.. TYpc. 3 4 St-. +Os 7-5 Lc F+- 63 .Cua8 ()PEI-111A . s +15 •@ MCRI In ac, -If 15 PErAIL'G'' I Drivewaj Location i of 9 11.4 Vimpson Engineers, Inc. CPAL ENGINEERS & LAND SURY[YORS N.909 ARCONUC ROAD SPnUNf, WA 99212 PH 976 - 1377 6...[ PORTLA✓0 C!M! ✓1 Ca'CAETr Con Tr /!'A' SloNowt Cowerr STANono ERIi TIAG PA✓!MgNr RAN 25 15 DETAIL "811 TYPICAL SECTION- BOWDISH ROAD E: ( NO SCALE) 2 ASPHALT' CONCRETE PA✓EMENT CLASS 'B COMPACTED DEPTH ,.RSPfALT CONTENT S4ltA TO 6%A4 C wsoor. Inc.) 6" CROwNEO SONENCI ✓6 TOP CO✓RSI, COMPACTED DEPT) ( WSOOr -Inc DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE WO SCALE Top at earth berm tS'voids *Atop) cavar•d with grass *94 Cat Curb C` orb C \ \l END VIE Concrete Curb Inlet Tire' Spokane Co. Std. • DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) [e d LL :I wl ASTNRLT Ca✓CRLTE PA ✓IMENT CLAM 'a A`CGMPACT(D Ozone AJPNAIT CLWTENT 54' % To 6%a:4 .snc. CROONED St/SAKI/to TOP coast C ComPACTEs OEPTN C s<$.O.O.E i/Er) 1 Slops.m∎n. /3;1 Slops1mwT•: From top of berm 1a bG1taa of Swats DETAIL DD 11 208 11 POND SECTION DETAIL NOT To SCALE ,. Varice Drywcll Grate R I or � .0215 R /i1 a [ t. dLL 20 Back and Sides of 'toe Pond to be blabs.- then pava,nant Sdec • s' Lint Pond .,;tb "Grass Sod g\ar \-1.:'20B' Pond Floor Slaps Sod to Top of Drywell or Mastic any F..posed Joints MIDILOME 8TH ADD. DRAINAGE DETAILS 5 10 10 RAW TIDE A PORRANI CfMENr CONCOCT! C✓RO, Sio064w( CO✓NTr STANA.AO. /IMW SIDE Nap R.G. /0 fs *ae ORA WAGE SCALE TOP 0' SOO dWALE AREA rI !! SOAO(I sr EACH NOME d✓ /LOON. 1:1 5'op4,nin. 10.0 r • I 5S r4.,aaaa Nat n71F= 1Mk71F.` DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE soa co l \ v-Pr 5 44u L 4. - ---I S impson Engineers, Inc. CR1L ENCIUEERS k LAND SURVEYORS N.909 ARCONNIE ROAD SPOKANr. WA 99212 Po 926 - 1377 Top Curb u TYPICAL N d Ceweat Coo of Priva w as DETAIL 4E TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY DETAIL OF„ DETAIL: TRANSITION IN CURB AT. DRIVEWAYS AND CURB OPENING LOCATIONS '. Driveway It Curb Opcaln5 _ 1 Transit on 13' Top of Or■vewat G er 1;neJ `Dr; eways,b' Curb Opta■n5s, 8� DETAIL "H" SECTION: DRAINAGE SWALE, 4 WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 101 l0' 4' Varie6 1 K/ 17- t Ot�< If Swale 8Detain STA. 9 +00, BOWDISH RD. , Right, to STA. 0 +79 , 38TI1 AVE., Lott STA.3459 TO STA. 4+21, BOWDISH RD., Rt. DETAIL "K" Trans TYPICAL SECTION i DRAINAGE SWALE, 5' WIDE RAN - r 4y INI a lo' 1 B. ' W Top of Driveway ; ys. - -- O. o66l Fr7 O. oIOT FJFT. nl I C I ^� "" /S_ 1� o ELI* .. 9 Pen r. I 5 `f 1 Coetr aft. Swale Curb *attain F +r- STA. 4.43 TO STA. 5 +05, 38T4AVE. Lett LOT 5, BLOCK I _STA. 0 +44 TO STA. 3 +48, BATES DR., Litt LOTS 8,7,0, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS t - 5walt. Bottom 1 1 Slepe,+nln. / 3 Stop e, en..a. 4ro.ntop of driveway to bottom of *watt. Concrete Apron for Icnyth of curb cot (o.nd 3 w %4 th:a.)) woasr*earA Curb 13 Cate?, curb cut Cur DETAIL „G„ lI Gurb Gd I t, // var l \� � ' �- A*pbatt -2,r\y slope Brinks DETAIL: CURB INLET TYPE 1 DETAIL "I" _ y 0 4 .yl - ora.n. Swale I ; d w m . `Confrere - C b - I.' NOTE: - Elect r;cal Power Transformers 611.11 be a n;mum Of . IO feat from drywefs, LOT I, BLOCK I LOT 1, BLOCK 3 DETAIL 11 J • ' a 1 6 Slop.. 12:, lmiol 1 Down fro... Gutter / Cone, Curb / `Pa.cme.rt m — � E a-sc.nent Electrical Power 03' Transformer $ t.-Conc. Carla ' Street (Asphalt Pavement)� round.° ts4e Simpson Engineers, Inc. Electrical Power Transfor,ntr CIVIL ENGINEERS & LAND SURVEYORS N,909 ARGONNE ROAD 5pc <ANE, WA 99212 PH 925 -1322 _MJDLLQ 1 m 9.16 5 —� 8TH .IADD 38 TH PWPERTY LIt4F_ n $ 1 13 DRAINAGE nt EASEMEI.I � _ DETAIL"A_• 2.4 Constr Net f . . 1. Driveway - --=^^^ invert E \ev. Zo19 p ETA1 l.." E 4 F" • 3o' 130ILDI NC. CEZf3ACK 99, 4-I 9 SCALE 1 =20 MAY 25, 1993 1 LOT — I BLOCK-7 2. C Lj D Ava N U KL� LING a 15' 2 EXPIRES hi] / 8 £ 2513. gevised t ri' ewa LocatiDn loll °�9> impson Engineers, Inc. COAL LNCINEERS to LAND SLAIN/ETD/1S N.909 ARCONNE ROAD SPr4ANL 114 95212 Pn 926 -1377 VAR /CS Hn'n /SCL Varies DETAIL Lint Pond wits, 'Grass Sod VARIES 2'( To 4.1% Back and Sides o4 'toe Pond to be-111911e then Pu.vament Slde Io IIG — = 13' END VIEW Concrete Cab Inlet Type! Spokane. Co. Sid. R/w AoRTLawa GGnf(T C4NCRETE CMCR TYPE I SPDRA,vE C94WTY STARLNRD Eflar/t14 PAr(MENT DETAIL "A TYPAL ROADWAY SECTION (NO SCALE) 10 /e' w as .021B PT/i7 2D • fru - A %noir C•VCRLT( PAY(MLNT [La-L CCPMPACreo O(PTN A4PNALT COwr(Nr z*•% Tb 614:6 CW.i. D.D. r ono.) • CRUSHED SuRhw:IN4 roP Coast . ' CDMPACTco PIPTN C W5.D.4( SPEC.) DETAIL '• 8 TYPICAL SECTION BOWDISH ROAD 1` ( NO SCALE Z� HSPNRLr CD/OCR:Tr PS'(MI CLASS 'S COMPACTED DEPTH , ASPRA(rccwr2 r- Jh4% TO 64:4 C WSDOr, SPfC.) 4" CRUSHED SUgtkCIY4 TOP COURSE, COMPNCTED DE PIN C wi DOT OPEC DETAIL j1 C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE I NO SCALE Top of &with bcrm (3'wids wt toy) coV•r•4 with 3r•fa sod 1 51oys,min. / 311 51opc,mo.n. From to of bcrm to bottom of awsls DETAIL 0D POND 'SECTION 0T TO SCALE MIDIL.OME 8TH ADD. DRAINAGE DETAILS 25 'ZO8 Pond Floor Slope Sod toTop of orywell or Mastic an £posed Joints e 4 • I0 E.;ntin RLN TYPE ' A' PORTLRN• CEMENT CONC,erf CURB,4F044NL COUNTY STPHDARO. a - iti K 14l Il /r1 W i I DE : 5 - -" DRaW44E SIVRLf' TOP O/ .1OD 4wALL ARLq TI BL SGaa[4 Dace, NONE BU/Late. 10 15 1 �rl ` - fYQ ` 'l Ck * FCjsrt 3:l Slop& i ma.s. 3' 1;1 S1opa,nl4. Tririgkl DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 160 � jlDrpcu ti impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARCONNE ROAD SPh<LNr, WA 95212 Pn 926 -1327 E 13 3 Top Curb) I -Tranpifion ti a Top of Drivewoy 4st F17 " O� ZEG S. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE W Cement Concrete Driveway V DETAIL " F " R/w 0 _ a141 fl./. t o4h91 -'r 13' Yetis% STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 3BTH AVE., Loft STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. DETAIL ° E " 10' 1 I 13.6 Vt /pt, DAvcwa5 i Curb Dpcnhy . Transition 1 • - _ Gutter linaJ Drl ewa Curb Openings, 6 DETAIL. "H" TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE TYPICAL SECTION DRAINAGE SWALE; 5' WIDE 1 . 5 yo? Goner ate `5wnit Curb Bottom 'Norms% sale slope 2 .DETAIL: TRANSITION IN CURB AT. DRIVEWAYS . AND CURB OPENING - LOCATIONS • R /w. 13 STA.4+43 TO STA. 5 +05, 30TK AVE., Left LOT 5, BLOCK I STA. 0 +44 TO STA. 3+46, BATES DR., left LOTS 6,7,B, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS Case?, curb cut Concrete Curb Swale. Bottom 1:1 St.pe,mio- /3 Slapa,mwe. {ram top d driveway to bottom a4 sws4 Concrete Apran for length of curb cut ( 3viva a 4thick) y - k ram Curb cur Lt I / I a � 1 r Asr9 alt — � � j � - Slope Breal.J DETAIL: CURB 'INLET ; TYPE DETAIL "I" _ • ELECTRICAL TRANSFORMER IN DRAINAGE SW WALE 7 +I 13' 7' / - -- Elcctrtcol Power �/ Transformer 10 8.3' 13 c \ 4 . I 7fi f - Ora.nese 5.o.1. - ,. ...-Cone. Curb Top of Drivews eT v / _ ' C vema" -cis 1 - oolsl Fr /( n 1 . , a .,, r. , .� — fr (�r W �i 0. 13 „./rt.- r A�1A RF�I O ? ' a ta, ' "—Concrete I .. _ tar Bottom Curo 1 NOTE: . Electrlcol Power Transformers shall be a -m r:sn of .10 feet - - . Cron AC h.41111. LOT I, BLOCK 1 LOT 1, BLOCK 3 DETAIL "K" r DETAIL "G" DETAIL "J" Slops. 12:1 Lmis) i Do n from Gutter t " -- E sscmcnt v 4 5wole� a i — - T • / r l • I R/w Lint -f �1 I -4 - Electrical w lectrical Poer off Transformer t t—Cone. Curb Street (Asnalt Pwevnr.n) -\ w•-4•4 19.fi 1p impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS 11,909 ARGONNE ROAD SPPKANF, WA 99217 PH 976 -1377 _ 3 8 T µ .AVE'I,IU Vcctn SA: orn.er----N\ coPre LINE I r PROPERTY LINE Q �.' _ o 7 r IL . mI 85 PIAII.IACE E•45E1-1L - "f•r �E TAI L =A . 1 s. `� L4 ,. -c_� 15 v Construct Q Invert • perAI SO bt1LUl — r _ ._ In 0 " 's T 3 -• s . Drv Lev. 2018 L =F" NC. SLTE3ACK 35 1 a IV E S �pQ J • c 1 ;; z 1 .2/5: ' Ie,YI' . 9961 o 'Q ECIrra S /ONAI- - MID I_LO M.E SCALE H AY .8TH. ADD.:.L�T. / \ 1' 25, 1 = ZO 9 93 Z: QLOC I< Ke , e D riveway _ :: PIRES 117 9 r P Locatw„ /IS S '°^w° I;.. Simpson Engineers, Inc. CINL ENCINCEHS de LINO SURVEYORS N.909 ARCONNE ROAD S PO„ANE. N, 95212 Pn 9:6-177 - -- 2.. ✓A'fq, unr. N's' VAR 115 2% n 4S% 10 )3 nom , Rl, Gonarele Curb Snlat Typal Spokane Co. Std. 10 'I tnhr Po R7Lawo a: fntwT CONCRETE San TOES.' SPONA4E C.DWTr STANAa*D Coq rrN4 P4 vtaliw T7 -4.- DETAIL ' TYPAL ROADWAY SECTION (NO SCALE) ti ,ot 2 5 ID ( Dr 1 —1 .0718 rnr 2' asPNAtr CONI R(TE PAVEMENT CLASS B COMPACTED Offal* ,RSPYALT cowrie 144% TO 6 %4% C IL/Soar. inc.) 6" CRUjWED SLLPTAC WC. TOP CDURS(, COMPACTED OEPTN ( W300T 1PEC DETAIL 11 C" TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE I NO SCALE Top of esrT bcrm (3'w(4s •t top) Covsr•4 with 9rssa 604 It 1 5lops,min. / 311 Slops,m.a. ENP VIEW Frown top of bcrm to bo11o. of Sv1•la DETAIL DD "208" POND SECTION DETAIL NOT TO SCALE MIDILOME 8TH ADD. DRAINAGE DETAILS ID A5 111A11 CANCROE PA✓EM(NT CLAJI CLONIPAC7EO DEPT4 AsPNA(T COVTENT s4'.% m 6:6% (W.S. D.A i44c.) CSC /Sap SURMC/ND Tap Coast C cam racTC& OEP(N CW.3.0.0.E seer.) 2.s DETAIL 1IB" TYPICAL SECTION- BOWDISH ROAD £ ( NO SCALE) 20 ._ '208 Pond Floor 5lopa Sod to Top of Drywall or Most;c any 0posed Zolnls 0. e.■n,;n5 Back anti S14e• a+ 'Toe Pond to be, blg -then pavement Skit 7EPE ' A" PORRAMI CE.v/CN7 CONCAET( C✓R4, JPONANE CDUNTV .STRNaARO. SIDE: 10 £WAL( R E TD T1P LV' 41 S9141.1 . R/ 441.41 AREA r• E4CM Nan[ d1. 3 y 1367 `1 T eC)s - 3:l 5lopc,ma.a. iC Y 7 n I F- J �Y , .h7fh: t% SIDpa,mn. Jl 10.0 j`Drrecb I u■•JN ,,.0 DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE Vimpson Engineers, Inc. CIVIL ENGINEERS k LAND SUHVZTOHS N.909 ARGONNE ROAD SPOKANE. WA 99712 Pn 926 -1377 W DETAIL "F" `DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Top Carlo ui 9 15 I Tr.noit,en ''TYPICAL' SECTION :DRAINAGE SWALE •AND DRIVEWAY NO SCALE Cement Concrete Driveway Driveway* 'Carla openloy . _ .. ... 6u t+cr \lnaJ 1 s; varies Trant fen tways,b' CMrb Openings, B DETAIL "14" K/w TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE row DETAIL " E" R)w BS' Normal 6mAt Slope 5waaa Bottom s l I lr 10 L B.S 1.5 d ' W e. I_ 4 J �" �Orw�n.ga 6wsla Top of DNvew mTl o-5 •r .. 0.13 Fr. /Fr •� fi M t ' ‘ '--•C CarD e Swale. Bottom Carlo I NOT E: Electrical Power Transformers chop be. a nimam of .10 feet STA. 9 +00, BOWDISH RD. , RNM' to -From arywe STA. 0 +79, 38T11 AVE., Lajt LOT 1, BLOCK 1 STA. 3+59 TO STA. 4 +21, BOWDISH RD., Rt. LOT 1, BLOCK 3 . 13 Top of Driveway -- -0 0.41 Fri DETAIL "Kn TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE 0.0141 n ./ 9 .11f Swale. B ellom Caner ate Curb STA.4 +43 TO STA.5 +05, 38T1AVE., Left LOT 5, BLOCK I \ n STA.'0 +44 TO STA. 3 +48, DATES OR., Left MIDILOME 8TH ADD. DRAINAGE DETAILS • rGdeep,carb cut —' -' 1:15t.ps,m;a/ 3:l 5tepe,..s.. from Sop of ddrirew.y to bottom of watt ELECTRICAL 10' Concrete Apron for length of curb cut (end 3',,& e4 ct-) Corti Ga I r L Aaph.lt -Z \ \I �st.pc Brea4s DETAIL:_ CURB Carlo LOTS 6,7,8, and 9, BLOCK 2 C.ncr.t. Cwr DETAIL RG„ DETAIL TRANSFORMER I DETAIL "J" Slope. 12:1 (mint Down from Gaiter INLET TYPE N DRAINAGE SWALE Easement 1 Conc. earn 7T-Pave mans • 4 Swae T t • / R/w L;neJ Electrical Po - I Pons- - i to'S r Trans4. mtr t. L-Conc. C..rb er \-- Street (Nit:4m t Pavement) -� ,u.nCN 1941 'impson Engineers, Inc. Electrical Power Transfer mcr CIVIL ENGINEERS k LAND SURVEYORS rN.909 ARCOIHtC ROAD SPOKANE,' WA 99112 PH 9:' -1322 Oa 111 A:\ / Er_ NU7 - (ravvs - For mar I Detail . 1 " -;- - 3 " • `0 IN - p .. 2`f Ih . _ ' y • OR4INAC-E ' , EASE-1 1 q , •Du TAI L E =■-!T l51 In ± 1 �tig E. S 3 Con Str Uct Q Dr'Ivewny S-vnie_rt EI eY. 2015 7Z6 O ET/4.I l-" E r F :%o' P (II LOING SHT[1AGI <_ 2 N l 3 T 01 WAS 1 Q • iN C M.I_D.LLT.ME= SCALE i 1 .I ._ • y e 9 967 O 4. CCISIE CC°_ ,n - ' ,� 1 A = 2D_ Revised Dri veway Location 1019)93 I~(A'( 25 1993 8TH" - ADD: LOT- 3 BLOCK 2 . ,,µ, I S M 5 imps0n Engineers, Inc, CiAl, DiCnEERS & LAND SURVEiORS N.909 ARGONNE WA 99P2 P 926-1322 alsommas Curb Cut 6 alter RA, * 4444 • la' LxI4 T/N4 P4 Vt*ICN7 PORTLAND aMta✓r C@NCAFTf Curl TrefSp' S/1NA.uf Cowin STANMAD DETAIL ' TYPAL ROADWAY SECTION (NO SCALE) ti 25 027d R //I ASTAALT CAwCAFTf PAr2M£NT CLAIL`B[ t'EAM•ACTED Affirm AspwA /r Ca niter 5h% TY 44% W. S. 0.0.7: 4/1c.) CRus5(O SUPPK/NO TOP COO/Ur C COMPACTL• DEPTH CW.s.D.O.( inc.) DETAIL ,,. § TYPICAL SECTION BOWQISH ROAD £ ( NO SCALE) y4RITS un'r. /ct' 20 f 4SPNAtr CONIR(TE PAVEMENT CLASS '8 COMPACTED DEPTH , AsPE'ALTCLwrsgr 144% TO 6 Tih CWSORT SPEC.) C CRUSHED SugthC /NO TOP COURSC, COMPACTED D(PTN . (wibor .inc) DETAIL "C" TYPICgI, SECTION: BERM ACROSS DRAINAGE SWALE • No SCALE Top of c.it barm 0 s1 top) co\srs4 with grass sod • EN() VIEW llt 51ops /31151op6 From to, of berm to hollow of 51+ala DETAIL DD • "208" POND : 'SECTION DETAIL . N07 TO SCALE d 0 Ml 0 Varies Dr sw ell Sr ot� Concrete Curb /Kiel Typr.1 Spokane co. Sid. (Doswell\ �8 Bock and SIdes .4 'toe Pond to be hl9Oer thon fbrennenrt Stile' • 5' 30 25' Llnc Pond w11\1 "Grass Sod MIDILOME 8TH ADD. DRAINAGE DETAILS 1 208 Pond floor , Slope Sod to To of veywal or Moshe anu E poscd O01nta 25' OIIB 11 /ir /0 10 as iA �etln 14/44 V4RI(S 2:( ro 4 TTPC • A" PoftnAwi Cfw,CNr CONC4ETE CURS, SPDAAwC CO ✓NTr STANDARD. SI DE : I.5 R/W DAIlw44ESW•4En To/ Of SOD £WALL At(A Ti it 50.102/ ST (ACN NOML BU /LOCH. New AA./ ID /,; 9;- 3 t Slope ma.a. 3' 1 I ;t Slops,ain• DETAIL II TYPICAL DRYWELL LOCATION NO SCALE /0 GI 10.0 5.5 n`T1F�fY /kTtk 1 - Dryndl 5 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 A.RCONNE ROAD SPnur1F. WA 99112 Pn 926-1377 • Top Cart. V T n W 0 13' - (op of Drivewoy - - ooc4l r77 • Cewent Concreta Driveway DETAIL „ F„ DETAIL :TRANSITION INCURB AT DRIVEWAYS AND,CURS OPENING LOCATIONS Drivcwayi Curb optniny .. - (rancition -1 11 G utier ltne/ _ L _Dr■ ...days, G' Curb Open■n5s, W : DETAIL „ H „ TYPICAL SECTION: DRAINAGE SWALE, 4' B/ Varies 8.5' STA.9 +00, BOWDISH RD., Right to STA. 0 +79, 38TH AVE., Loft STA. 3 +59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 DETAIL "K" Iy B.5' of D.Dial Tit Lit Transit I TYPICAL SECTION: DRAINAGE SWALE 5' WIDE R/w 7 , 5wate Bottom STA.4.43 TO STA.5 +05, 38THAVE., Left - STA. 0 +44 TO STA. 3 +48, BATES DR., Leff DETAIL • Concrete Curb MIDILOME 8TH ADD. DRAINAGE DETAILS 11 TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY . NO SCALE 1 1 1 ./w 13' c .. Dra;nye Srlc LOT 5, BLOCK I LOTS 8,7,8, and 9, BLOCK 2 Concrete Curs Sweat Bottom 1:15topa,min. /3 t Slopa,mws. 4rovntop ,R drivnwes to bottom of *woke B' G deep, curb cot Concrete Aeon 4 length of cvrb cot (and 3 wide o4'4hluk)A norsenea DETAIL „G„ S iopa 126 Down from Gutter / ` g $ \\ 1 Store Breaks — DETAIL: CURB INLET TYPE DETAIL „I„ ELECTRICAL TRANSFORMER IN DRAIN SWALE 1- ( Electrical Boer Tranafer1.er 10 .......-C one. C,.rb Top of Drivewny __ I ,-oS vL / Poo emend c‘1333 W s W Fr /r c' 'r ?1rt ` � --Concrete � 5wate Bottom C b I NOTE: - - - Electrlcsl Power Transformers , -hall be a w mum of .10 feet - from drywalls. LOT 1, BLOCK 1 - - - - DETAIL "J" t J 1- a O .d .. r. SWaleT Easc.ncnl r o..6w 1546 1 � Conc. C...rt. a � - Street (Asphalt Pavemexl) --c S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGOIJIIE ROAD SPRAAIIF. NA 99212 P11 926 -1117 • 1 ! Shy Line- Electric.% Power oA • Transformer 3 _SCALE 1 20 MAY 25,19R3 P ROPEKCTY Construct C Dr∎vewav Invert Elev. 2 -M 1 oETA1L- +r" 30 B01LP11QC4 SETBACK 38 rµ CVRIS UwsE LINE DRLLI NAG EASE N4T , DETAIL "A 2 4 as' AVENUE __.L._I LDILO:MET_BTH. ADD...LOT- 4 BLOC K -2 . 1 5' Transf ormer Deta;l '1 i 3" 5 2 el33 g,ev%Sed Driveway LoCo.Tlon 10 /If93 6 impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARC0NI C ROAD SPONANr. WA 99212 PH 926 -1327 to /6' Je 10 Curb Cut 17 deep • J3 1Ls f pi PORTLAND Ctw,tN1 CONCRETE Call 771 :0' SAW( 4.44' Cow ✓TT STANMRA 42/477004 PArtMEn T7 DETAIL "8" TYPICAL SECTION BOWDISH ROAD £ NO SCALE . _�. ___ . _ - - _ - _ 2' ASPNALr CONCRETE PAVEMENT CLASS 'S COAAPACTCD DIRT* , RSPZRLTCONTENT S.L4A TO 6 Y.% C WSDOr. inc.) 6 CRUJNED SLNTRCING TOP COURSE, COMPACTED Of PTN (wiaar inc DETAIL "C" TYPIC44 SECTION: PERM ACROSS DRAINAGE SWALE I ND $CALg END view: Gowcreit Cab ante* 'Type l Spekana Co. Sid. 1'• 1 51ors, min. / 3:1 51 ops, msa. From top at berm 14 bottom of Swats DETAIL DD " POND : SECTION DETAIL NOT TO SCALE • . . . o DETAIL "A" TYP, 'AL ROADWAY OZIS T /r/ A SINAI! CANCRSTE PAYCMLNT CLAJJ' CCOMPMCrtS nor. ASPNAIT COVTtNr S(% To aYa:C C At. S.Aar SPEC.) CRUSN(D 51IRAKDY4 TOP CO✓rtSE . C ComPaCTCO DCPTN C W.S.D.O.7 inc..) 1/44A2s /,.l /f l' Top of ccsit. bcrm (3'w:da .1 top) co - srsd with yrsta aed -d o 1L • L c8 I LL Aa • Varies Drywell 6 rote (NO SCALEI 20 5' 25' Back and Sides 04 'Tee Ford to be higher than Raernent side Una Pond with ' Grass Sod slo pe 'Zoe Pond Floor Slope Sod 'co Top of Orywell or Mastic an Eposed Jo'wts MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION, e.;stin5 R/w VAR ICS 21 To 4.5% TIPS • A'PORRANA CEMENT Ca/Sc 5Tt CURS, 1PO44w( CDUNrr STAn&AAD. __ I r G =lt /r SIDE: 5 047 • ��PP�ina 3 - " DRAWA•ESNAtE' TOP N SOD dv/ALC ARCA TA BC SO40tJ Sr CAGE NAME 8U/LO[.. - 1 ►767 ��.VAL. �•tZ 5. -` 4 10.0 DETAIL " D" TYPICAL DRYWELL LOCATION NO SCALE 5.5 ' 1.5 1 y ( i jlDryrdl S impson Engineers, Inc. CINL ENGINEERS & LAND SURVEYORS N.909 ARGONNJE ROAD SPOrtANr. WA 99212 Pn 926 -1777 rounded 1946 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPO%ANr. WA 99212 PH 92'- 1.177 Top Curb V 13' 0 , • Top of Driveway TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE Ww Cewent Concrete Driveway DETAIL F :DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING' LOCATIONS • Gutter line • Tr.w,,tfan V rie DETAIL „H„ TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE STA. 9 +00, BOWDISH RD. , RIght to STA. 0 +79, 3874 AVE., Lott STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. DETAIL „K„ TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE Swale bottom DETAIL „E„ S wale Sot tom L L Dri eways, Curb Oecnln,s,6' Conu ate Curb MIDILOME 8TH ADD. DRAINAGE DETAILS G deep, curb cut c c ..- • • 1 \ Slaoa,.n{• / 3‘ l 51opa,.naa. fromtop o4 driveway to batten of awake Concrete Apron foe length of curb cut (and 3w ide .4 , C \ arl b G.t l I` Va�r as \ I 1 /.spbalt Slope tttaiuS DETAIL: CURB INLET TYPE 1 DETAIL „ I „ - ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Curb 16 DETAIL Thu /w r 10 yp5 E Ora:n.,c Soma W � 7r/F1 4 `Concrete 5w•1e Bottom Curb I' NOTEtri: T Eltecol Power ransformers Shell be a en n:wlun of .la feat from drywalls. LOT 1, BLOCK 1 LOT I, BLOCK 3 k3 STA. 4+43 TO STA. 5 +05, 39 AVE., Left LOT 5, BLOCK 1 STA. 0 +•4 TO STA. 3 +48, BATES DR., Lift LOTS 6,7,8, and 9, BLOCK 2 DETAIL "J" s 0 1- o- -7 slaps 12:1 (nun) Down from Gutter t .9 IL —Casement �Conc. Curb Street (LaphaN Pavement) -- Electrical Peeler Transformer / Conc. Curb /craw t � • t Sled Line) • I I Electrical Power • Ieto�• , Transformer ter 11 -10 -1993 11:32 509 922,6470,,,,,,,,,,,, , PARKLAND, HOMES 5 a e:42.0 L 1�1e 91.19 DRAINAGE � CASeMBNT Ga rA1 L. "A" Construct Dr big-way Invert elev. 2010 I .oerA��•e4R" -� 5 oco • RTH GERM 37 DOT:I 4/ / / Ll,bl / / c 1 Z vi r ;P /EVE IV U E > r Revived br MIDi ""6TH 'ADD. LOT 5 BLOCK- 2 9iks. Gs. poles a4, 40 ze art,. butto y eoI, R' 20.x+0 T. 2'7.5/ L = -try mhc4 717 sr Isms isa _.9.. ea SCALE 1 20 NIAY 1C, 1993 priveway Location 41933 5 imyson Engineers, Inc. UML EMCQMELMS t Lan° SuMKTLYi5 M.909 "sCOwld ROAD WOud. v. 993U hl 979 -1377 S ce.PUd. WS, p 12Nav9 . lOvEwit"/ caw ee-v. P5 _ Tr an S'Fo cp Deta■l "l i f 24' 1I j CASEMENT o- rA1� 4.v 0 Construct 1 - .�> Driveway I invert E1ev..2O1G' DETA■ L. "E 4 F- /J / /- / / V 2 / / in 10 A At U 5 a z: /O / vi /J / U/ t /a 0 - /o P' 4 au I - / / Q 0 a TN PROPERTY 91.29 PRAINACE CURB LANE 114 P2" ov xr kli U N A s 1 s (? s y I V) I of UC / \� / . .1 CQME.7.8TH ADD. :LOT 5. BLOCIS_�2 d 4/ 50 DED : ARTN BERM 0 ,4, PET IL- C " J P R= 20.00 T = 2 _Lt 31.1:9 916 +C k ke- CISIEO S iONAL :?IRES 717 ...SCALE I 20 MAY zS, 1993 Revised Drlvevva Locot;on to/1493 t I "w " impson Engineers, Inc. CIOIL ENCIIIEEk$ & LAND SuR4YDHS N.909 ARCONNE ROAD SPPKAM, WA 99212 Pk 926 -1322 Ast PoRTLANO C1MiwT CoNCAETC CLLfe TIP! A` SID/CA.N' CS/Tr SrANMAD Curb Cut 8' deep rJ • 6 ee • Extrr x. PA✓LmINT7 erg) view: Rho Concrete Corb Inlet Typel Spokane Co.51d. -,cis w 10 DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) 25 le .OnS DETAIL ° C" • ■ 4 2 5 , A SINRLT C•VCRSTE PAVEMENT CGAJS YCDMPACTtD DZITN ASPNAIT CaQTENr E4a7C TD b 70% W.J. D.O. JPEC. CRU.N•D SURMC /N• TOP COUAJC C COMPACTED DIPIN CWS.O.O.T JPLC.) TYPICAL SECTION BOWDISH ROAD INC SCALE) 20 yAHI"S wn' n tel e' • Z ASPNRLT CD IRITC PATEMENT CLRSs 'B COMPACTED DEPT #.'A3PARLT COVTfAT S.h4( ro 6 ye:C C WSDor. SP/c.) • L" [Punta SUPTAC/ND TOP CODA Jr COMP #CTED OEPTN (WJ DOT Stec) • 25 TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of earib berm (3'wide .•i top) coNsc•4 with 9rafl Sod • 1'•1 Slops,mnn. /311 5Iop•,m..a. From to? of bcrm to botto•1 of Swats DETAIL DD "208" POND : SECTION' DETAIL NOT To SCALE 208' Pond Floor Slope Sod toTop of Drywsll or Mastic on Eposed Jolnts MIDILOME 8TH ADD. DRAINAGE DETAILS Sin twu • W S TD/ 0T Soo £ALL !W MAID Ts Ti D. SDD(ND Sr tea worn' E.4 AU /GO[4. Rlw I VARIES /R To 4.5 — i S 1 DE: oriel Line Pond w14\ Grass Sod Back and Sides ei 'Zoe' Pond to be biyber -than f vemewe Slds 10 R/✓ TYPE 'A POI? 11 AND CZAlfd C0NCAt TE Ca, , SPOAAwf COUNTY STANDARD. Soot 4,n4-747,7 .0 3 :1 51ope.,m 3' I Jo' j ?q k eCis-reid 1 fdAL'd'v 9 r 7JF:]I kk' 1)% 51ope,osn DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 10.0 5.5 bS j L e -Pr e•fetI s impson Engineers, Inc. CIVIL CNCIFILERS & LAND SURVEYORS N.900 ,RcornIr ROAO SPfl<AN(, WA 99212 PH 91 -322 • TYPICAL•SECTION: DRAINAGE SWALE AND DRIVEWAY • NO SCALE' • • Cement Concrete Driveway DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS -AND CURB OPENING LOCATIONS -.. Drleeway 4 , Curb open 5 t Swale sotto. l•l Slopt,min. / 9 5lopt,.r.e. . from of driveway to bottom of swots- Trans • To? Curb` -Transition ien - Curb Curb Cut 1 Vw its , e Jll • � � I ' L. Asenatt y Dri [ways G. slope Breaks -f TYPICAL SECTION 10 Gutter Vine— } 12— DETAIL "H" DETAIL I - " . 4 DRAINAGE SWALE, ' WID E Top of Drive 4 — G6lr w?uy�' 0.0%61 ITT — f(. — s - 11R Yr DETAIL "K" TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE I3 Toe of Driveway 00GG1Ft7 t 10 A3 ELECTRICAL TRANSFORMER IN DRAINAGE SWALE p• • lo' I 13 1.5 r f � Dr. aye Swale- • - yo? • — 3 uI / . _ p� „t. ° t / ` it ` Cone-rate � Swde sotto. Curb I - tdoTE Eltetrl co.l flamer Transformers - shsll be O.-Minimum -Minimum of .10 feet - from drywells. STA. 9 +00, BOWDISH RD. , Right to 5TA. 0 +79, 38TH AVE., Lett L07 I , BLOCK 1 STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT I, BLOCK 3 R/w 8.5 0.0141 f 1.5 DETAIL HE„ 9.1w - STA.4 +43 TO STA.5 +05, 38TH AVE., Lett LOT 5, BLOCK I _STA. 0 +44 TO STA. 3 +48, BATES DR., Lett LOTS 8,7,8, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS G deep, curb cut Generate Curl. Contrctc AP^^ 4or length of curb cut (and 3& a 4 tMck)� •,1•111asvr DETAIL "G” DETAIL CURB INLET TYPE 1 DETAIL „ t .r Y 0 Slops 12 a (min) Down from Gutter z N E casement ru1n0,E 1946 • Electrical P ar Tr.naf or mcr 7 - / Canc.Carb /7Puvement • C Swa e� t 1 I l • / tar. Lint -- I . Electrical Power , Aga Tr.nsiormsr Concrete - I L_G0, Curb Curb sr- A._ Street (•sphalt Pavcor.nl) 'impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.009 ARGONNE ROAD spnNANE. WA 99212 911 926 -1327 0 r Trav,sformer D e - to,‘ \"STS \ N e, o � m yo I r p I la ft \S iAV 0 1 �. N \� MIDILOME ETH ADD LOT-G BLOCK -2 13G.29 :: ?IRES 7'17 9r SCALE 1 20' MAY ZS,I ,Wad.) lin, V impson Engineers, Inc. CIVIL CNCinn:RS h LAND SURVEYORS N.909 ARCGNNE ROAD SPI At11 WA 99212 PH 926 -132? Revised Driveway Loea* on 1o/19/9? Cu Mo Crt Er deer • 4--" RAQ CiN T/NG AtvtMCNT END YIEW: +r : sio'W. Pa Concrd. Carb >:nle1 'Typal Spokane. Co, Std. DETAIL "A" TYP'AL ROADWAY 40 /6' _ - _... —_ - 1' 4 PO4TL4w0 Cantor Cowan' Con TrIC SV SAW( AA•C Couvrr STgNMRO .1 0 Loa yLL a ( Drywall` .0218 IT/It � _ _ _. .- 1-- -_�___ Z HSPNALr ConI RCTC Pa VIMCNT CLASS B COMPACTCO OEPTN • ASP/ALT cavrg. - J.Wx ro 6 T.% C AISOor, -inc.) L� C Pus tiro SLagtRCI"O TOr COURSE, COMPACTED OE PTN ( re! 00r 1PfC) NO SCALE Top of bcrm (3' *ids at top) coVSrad with 9rs$a 494 1 Slops, m;n. /311 Slops,mwa. From top of bcrm to bott ow of Swale. DETAIL DD "208" POND : SECTION DETAIL 1401 TO SCALE Varies Drywall • Grata 20 MIDILOME 8TH ADD. DRAINAGE DETAILS (NO SCALE) 15 Line. Pond w;tk ' Grata Sod 25 5' ."208 Pond Floor • OZ Ya ••r A SIRALr C*VCRCTC PATCME•T CLAL "B, S COMPACILO Otfrt ASPHALT CGVTfRT S('w:L Tb 6:41l (ALS. D.O.T. SPCC. CRUSNfO SURMCWO Tap COUtit c Com PRCTC. OCPTN C W. i.O.a SPEC.) DETAIL "8" TYPICAL SECTION BOWDISH ROAD µ/V4 " ( NO SCALE) Slope. Sod to Top of Drywall or Moatic an .posed JolniS SECTION, Ia Io lo o it VARIES 22 c 4.5% DETAIL "C" TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE Bock and Side. es 'Toe Pond to be. klg,ar than (llnanant 5lda TTPf 'A' PORTS ANi Cfnfor CONCt C TT c'MB, SPO.rawC C OVwrr STANO.aRO. SIDE: Swna • ORIW•4LSMALL To. M SOD LwALL AREA Ti 4E S0A2La Jr CAC" NOME OU/LO44. 757 New Rhv 3 t 51opc, ma,a. 11; 9 C Nt Slops,mn. p DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 1 0.0 s.5 f�ory.au f aw N ISA. S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 /.RCOINE ROAD SPOKANE. WA 99712 Pn 92i -1377 Top Curb ` 1 EI W Top of Driveway - -- 0.oael Ft7 -.4, 9 I Troanition l3 DETAIL " E " TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE %L w J — + 0.0Oss re. /et. Causes* Conere.t.. Dritawty DETAIL -' F Varies DETAIL OK" fl 10' -- OETAIL: TRANSITION IN CURB AT DRIVEWAYS AND . CURB OPENING LOCATIONS Drlmwsy i 'Curb Opewiwg 3 Gutter line L : Lt- Dri ewsy5, 6* Curb Dpteings, B DETAIL "H" DETAIL I TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE R r 13' 7' F r Top of Drivewe a X a 10 4 I gI ' E I JO = wnye Swale. t W � yoD o s! WI 0.133 11a10. ` 5weke Sotton Cot NOTE: Electrical Power Transformers chat' be o. minimum of .10 feet from dr LOT I, BLOCK I STA. 9 +00, BOWDISH RD., Right to STA. 0 +79, 38TH AVE., Left STA.3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 TYPICAL SECTION : DRAINAGE SWALE, S' WIDE R/w -7 b of th ft 5wala 6 0110 fn ya ; MIDILOME 8TH ADD. DRAINAGE DETAILS n.e 1 `5 �G deep, ev.rb cut N.rmsl 5tmlc Store 'co - c3161 Caw Curs -- Swett boftem 1:\ 51.ys,mlo- / 3:1 Stopc,mas. from top .f drietwsy to bett.n of awoke Cower ate Curb r • • • STA.4 +43 TO STA. 5 +05, 38111 AVE., Lett LOT 5, BLOCK I STA. 0 +44 TO STA. 3 +48, BATES DR., Lett LOTS 6,7,8, and 9, BLOCK 2 Concrete Arrow for length of curb ca (and 3.14 a 4 t SS Oa eosasv�s Curb Lur' Larie Y I Vs \ � I L I I ' T C- Asphalt -Z� ■So Steals J DETAIL: CURB INLET TYPE 1 13' 113 DETAIL HGI, DETAIL "J" Slope 12:1 (erne) r Down {row. Gutter ..J ..r �...owe-meet d Electrical Power Trans-Tar ,ner Conc.Curb /Troy em t nt C Swale-\ 0. ,1 1 1 SIw Lint • 1 i tAcciric•1 Power LLL��..111llly -o3 Transformer i t w 1 `Cone. Carb �-.- St (Asphalt Partin—JO) -� rw,e• 104e "impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARCONIIC ROAD 5PO4ANr. WA 99212 PH 926 -1327 8 SCAL I °2O MAY 25, 1'F Constrtict Double Barrel Dr Type Metat frame-t 6rute- Type_ 3 St c1,?+ILr,' zs i - f t Top of Grate+ 20 \ \58 DETAIL 9. N. r 0 D ----- / / —c c3P i -Pc, 00'O Cu Sk e JJ ° Zr \ � / � �y`n - e r .G�j / p ET / - / ' /E 1 i 30 E\ � pf2- vox- �- G J ryP Gon ? ea \` C .c." a ae \�4 {G` 6 , ,N.d 6 \D Zo \\ L TA1 F: Z {2 � , 4 / 5ka• r. �\e • ca. S-n't F5� MI 01 LOME 8TR' ADD. LOT=S BLOCK - 2. f c 1 -. :P;RES 7 r + co jj °z b � • S�CJ, J l k v'C Y' o-5 2 o„>> • Revised DrI VeWay Locod % 11:W impson Engineers, Inc. OPAL [NONCE/6 k LAND SuRVC ORS 13.909 ARcc4ur ROAD 5PM1U141. FS 99212 Pn 926 -1327 on (° /1(433 .Curb Cut 5dup LR /a TOOL, PArtolfnT7 END VIEW: Concrett Curbinit1 Tyrol Spohase CO. 5 DETAIL "A" TYPAL ROADWAY SECTION PoRTLAND Cfw+C ✓• C MCAFTf Con TT/F A' am nowt ow Co✓NTr STARMRo DETAIL "8" TYPICAL SECTION— BOWDISH ROAD NO SCALE 2 4SP/0Lr CONCRETE PAYFMCNr CLRSS 'B COMPACT(O DEPT* , RSPJ'RtT COVTtwr $44% To 6Yo% C VSOOT. Inc.) G" CRua NCO SagfAC/NO TOP CDURJ( , COMPRCIto OCPTN (WJ JPfC DETAIL BC" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 'Top of berm (3 61 top) c9Vars4 with @ton foci t 1 5loye /31l Slops f f 9 top d Intro to bottom of *viol.. DETAIL DD • ° . 208" POND 'SECTION' DETAIL OT TO SCALE e. Var1ts s o a Ca S I Drywall L_—.J RSPNAtY CYVCRFT4 PAYCMfNT CLAJI''B; F SLIM Rf PNR(T CaVTAWr sh% TD b %4% ( W.J. O.O. r SOFC.) LIR(/Swt0 SURFACY64 TOP CGURSC . C ComPacrca OfPTN C WS-Aar JPK yAq,rs ,.. 1 ' n el: 2 Drywen Grote t • 2.0 s' Lint Pond w;th "Grass Sod _ Pond Floor Slope Sod to Top of Drywell • or Maetic on e.posed 7oln1/4s MIDILOME BM ADD. DRAINAGE DETAILS 15 VA9)! E.Isb Rrw Z h To 45V 4 ` Bock and Sldes 'zod' Pond to n. higher *bon Pi,vt,nent Slda' Ls' TYPE - A * PORTtAMF Lessem7 CONCRETt CURS, £POaa'C CDuwrr STANDARD. s_... DRAWALLJWA LE 743. Al SOD {WALL ARCA re Fs SO40[F IT (ACM NC•C BU /LOCO. JG:fS ] 1 7• 9C r. 50 ,7 71 6I< �oa 1 10-0 DETAIL " 0 " TYPICAL DRYWELL LOCATION N0 SCALE 6 5 ' impson Enyiileers, Inc. CIVIL. ENGINEERS & LAND SURVFTONS N.909 ARGONNE ROAD SPO.ANE, WA 99212 Po 921 -1372 Top Curb 1 VI 1 • DETAIL ,eF" • .DETAIL TRANSITION IN CURB AT. DRIVEWAYS . AND CURB OPENING LOCATIONS • " Dc:aewt' 4Curb Opcniny . 7 w 3 "Transition _ Transit ion 1 _ TYPICAL SECTION : DRAINAGE SWALE, 4 WIDE K/ lo' • lo' r h l /-- Electrical Peer Transfer 'nee I d D 8.5 IFS e l •- ∎• Cone. Garb W r 4' E Ora:nyt • Swlt / I Top of Dr Wew s.L _.JI yes a � � =20661 �., -- 17�i 71 -- • :1- arm 1377; /. 1 ';'4s %. ., -•.Conce ♦tt W I Swale. Bottom Care I - $4OTE: Electrical Power Transfor.,ers 61,011 be a. .n4.,mum of 10 feet STA. 9 +00, BOWDISH RD. , Right to from drywalls. STA. 0 +79, 38TH AVE., Lott LOT 1, BLOCK 1 STA. 3 +59 TO STA. 4 +21, BOWDISH RD., Rt. LOT 1, BLOCK 3 9 l3 10 . • 'Top 0f Drt.ewoy - - o o44, Fn TYPICAL'SECTION :.DRAINAGE SWALE AND DRIVEWAY NO SCALE 6 Cement Concrete Drr.aw•y Verit6 • . Guticr line- ) 1- Dr'. e ways , 4 . Curb Openlnye, B • DETAIL "H" DETAIL ,IKI, TYPICAL. SECTION DRAINAGE SWALE: 5' WIDE R. *4 L T� I BS mT 0.0141 n/ • to s j � _ d QOIGI f� 13 3 I. DETAIL IIEeI yo ; 4 9-1w 1 B.S Normal t.e t Slope. Concr•te Swale Bottom Cart. PI Slept man. / S't l Store,naa. from top of dri•ewey to bottom of smoke Loner 44 e Curb Curb 514. 4 +43 TO STA. 5 +05 , 38T AVE., Left LOT 5, BLOCK 1 . STA. 0 +44 TO STA. 3+48, BATES DR., Litt LOTS 6,7,0, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS IB G dee p, curb cat DETAIL „GI, Concrete. Apron +or length of cart. cut (end 3 wid..a 4tb:ck) 44,44 a Ia. sawn Gorki C44 Varies \ I L . ••p+ult -Zr\ I -Vi-slore Breaks - DETAIL: CURB INLET TYPE 1 DETAIL "I _ ELECTRICAL TRANSFORMER 1N DRAINAGE DETAIL "J" ■ Slops IZa (Min) Do nn frown Getter 1 k " - --Ease.nent •• swele, T . ■ It/44 Lint • Electrical Pe..er i i tom Transformer f L_Conc. C..rb 51reet (AsyMlt Pavement) - r wnJM 1944 Vimpson Engineers, Inc. CIVIL EtICIIICCIIS ec LAND SURVEYORS 11.909 ARCONNE ROAD SPM1V.n,IC. WA 99212 Pi 976 -1347 SWALE __SCALE I = 20 MAY 2 1 1993 Construct - C Dr kie"J n'i e.rt E \e 'j .2o \2 DETAIL K+ . BO.28 ` r —. _.�r (3011- PIN SETGFGK CohStrucs \ 5 wld� Oraly a e {. curb 6raoz { < ` e ID RAI KAL `fin EA c. e: 4 NT 'ONALe" PARES 717 9s J . , c uPJ Travis -Former Detail "S..-4 3" 'BATE S oR■U� MIDILOME 8TH ADD. .LOT-.8.BLOCK - 2. ti impson Engineers, Inc. Ow. ENGINEERS & LAND SuRvE'ORS t4.909 ;JICCt Nt ROAD SPO(AII. NA y S212 Pn 916-1727 ,Curb Cut 8' deep R/ 4 a .... • BCRTLAMD C(MLNT CaVCRt?! Cali 7r/!es SIo aa/E COIWTs ST44MRD EA/JT /Mai PArtMSNr Cup VIEW : 10' Concrcta Curb Swlet Typel Spokane Co. Std. DETAIL 11 TYPICAL SECTION- BOWDISII ROAD G (NO SCALE) DETAIL "A" TYP., AL • ROADWAY SECTION F1 .. 10. • ' Vor■e 0 to 3I 0 (NO SCALE) T 5 /6 ( Drywall .0176 erin AS /MALI COVCRJTE PAa nnar CLAJI•'B, s'LOMPACTtD DEPTN As/NRIT cONTFNr Rn.% TO fas CW.J. D.a. r se1G. CRUJNE0 SDRA4cm'0 rap Coast C COMPADTLI DEPTN CW.s.O.O.T seer.) YARICS ....'r. ,Cl• Drywall Grote 20 25' 30 r ASPNALT CONCRETE PaVEMENr CLASS 'S COMPACTED OFPTN ,'AJPlRLTCcwrair $h4% TO 6%4% C w/s ar, SPFc.) G CRUJNEO S,A /ACJN6 TOP COURSE, COMPACTED DEPTN (WJDOT nee ) DETAIL "C TIPICA4 SECTION; BERM ACROSS DRAINAGE SWALE •I • 140 SCALE Top of cavTh berm (3' voids e1 top) Conrad with yrosa sod 1 51ops, m■n./ 311 Slops, mew.. F rom to of harm lo bottow of awsla DETAIL DD • "208" POND SECTION DETAIL NOT TO SCALE L 'cg FLL Bock and Slats of 'Zoe Fb,d to be bigbar. tMon Ibvaman- Shit. 5' ' Grass d Grm Sod MIDILOME 6TH ADD. DRAINAGE DETAILS VARIES TZ o I_5 .\ 5 \o ?e ' .. 1\ •...L 1 20 Pond Floor Slope Sod to Top of Drywall or Mastic any F.-posed 7olnts L s /D 10 k.lttln5 K/w 6 R/W TYPE 'A" PORTS PHI CEMENT CONCt5T! C44.11, Si COUNTY STANPAAO. 0 r. /o 3 ;151ope 1'1 Slo nin. ,pct nnr spa a OBAJNALEJIJAIE' TOP 0/ JOO IWALF AIA re 11 SDaa(J Jr EACH Nawtt 8U /Late. 5..+a. Cr- 3 t � z�r y�, • b.t. k £CIS1£1 11 ‘ ) DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE \0.O SS r - Pr C S impson Engineers, Inc. CIVA ENUNCCRS & LAND SuRVCrORS N.909 ARGOIUJC ROAD SP(XANI". wA 99212 Pn 926 -1322 Top Curb) VI DETAIL "F" -I DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS . Drwews a t £ Curb Dpenins . . [Transit IOW Cement Concrete Driveway . Gutter Iine— Varies V LDr; eways Curb Openings, 8'. DETAIL "14" TYPICAL SECTION : DRAINAGE SWALE, 15' I 7. r 10 ' I L_ 8S l Tap of Orivewny_ I 4 •I \ O f Y I - yD r. lnsye Swela .1333 FT at o6 -¢'I £i %si i'mT a.o,c'1 7[ ifn ti .I... ,/ a l' - 2 / -- �u WI _ Y pj ° / Fl. �� °'ef: f�' ` Concrete Swale Bottom Garb 1 - NOTE: Eleetrlcal Power Transformers shod be a minimam of .1D feet from drywells, LOT 1 , BLOCK 1 STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Left STA. 3 +59 TO STA. 4+21, BOWOISH RD., Rt. LOT I, BLOCK 3 TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE RAH v to Top of Driveway DETAIL "K" 5 -. TYPICAL' SECTION: DRAINAGE SWALE AND DRIVEWAY R 77 9 iAft' • 5wale Bolt om 1.5 DETAIL 1,E1, 5weAt Bottom 1 :1 S1•pe,enin. / 3:1 Slop e, mwa. , from top of driveway to bottom of swat/. Transilion i 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Goner ate Curb • Rive . MIDILOME 8TH ADD. DRAINAGE DETAILS Concrete Apron for length of curb cvt (and 3 wide e 4 thick) �vr 10' • Curb 13' STA.4 +43 TO STA.5 +05, 38THAVE., Left LOT 5, BLOCK I STA. 0 +44 TO STA. 3 +48, BATES DR., Lett LOTS 6,7,B, and 9, BLOCK 2 G deep, curb cut C•ncreta Cwt 1B DETAIL „G„ C..rb Cut Aspta t `51upe Breaks DETAIL: _CURB INLET TYPE 1 DETAIL 1 I „ DETAIL "J" s 0 s Slope. 11:1 tmin.1 r Down from Gutter Easement Swale Eira oPower lectrc Transformer / Cons. Curb 7 7-Pavement t R/w Line -- r '',, �--� Electric•\ Power Transformer I Iito3 _t l —Con Cure w �- Stres* (Asphet Pavement) w 1a.v impson Engiileers, Inc. CIVIL ENGINEERS k LAND SURVEYORS 0.909 ARCCUIIC ROAO $PnKANL. WA 99212 PH 925 -1222 0 0 0 u 25 _ I = L 31.32 w to d r 5 9.66 L 'I3 DRP.WA6E PeralL. '‘4" 94.13 30' 3u11-DING Dara%L_ K¢ F .. C.onstrvlct —� c Driveway Invert E ev. ■255 v 72.92 EAT a5 DRIVE 1c11D11.O , E ETIAIDD LOT - BB110CK'2 r 19 cuRrs 1 Li HE C. oast ruCt Drainage Swale 5 w■de 6ro.6.e - co \lows to? of ctirb - DEtAtL "K" 1I I 5 ' J v `l ' 'tiS o c ot ra Sm. 9r 8 SCALE I 70 M i 25 SEtEF.CF: _ "', rar.s or r. P.r Detail - 1. S" S impson Engineers, Inc. CI91L ENGINEERS & LAND SUROEYDRS N.909 ARCG,x.E ROAD SPMenr. WA 99212 Pn 926 -137? }Zd.v15 ad Dr Location 10/1993 u3 Carb Cut • fr deed. PORTLAND cs..,(Nr CaNCAEre Cull Trn ' SASKANE CAY•Tr S7RNMA0 Garai& PA✓EM(R77 chip VIEW : . DETAIL "A" TYP. \JAL ROADWAY (NO SCALE) 2S. (C DETAIL "8" TYPICAL SECTION BOWQISH ROAD ( NO SCALE 2D vA4 _ — _ - _ _ i _ _ _ _ � _ _ _ _ _ — _ Z' ASPNALr CONCRETE PAVEMENT CLASS B COMPACTED DEPTH , A3AE@T carr2NT S4A% TO 634% C wsoor SPEC.) L" CRUSHED SU4EAC/ ✓o TOP COURSE, COMPACTED DEPTH (WSDOT JPEC DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE No SCALE Top of c••lh bcrm (3'wtds at top) con-•d with 9rsio sod • 1 51ops / 3;1 5loys, mar.. From lop of bcrm to bottom of Swo4c DETAIL DD 0 208 1 POND : SECTION DETAIL NOT TO SCALE - 10 yl :I - Drywall Grate ASEHAdr CsVCAOf PAr(M(NT CLAa1 o(PrN AsPMAIT CQMTENf EM.% T6 6:6:L (4/4.0.0.7: SPEC.) CRUSMfD 5✓RnKLN4 rap COUASC - C COMPACTEl O(PTN (W.S.D.O.r SPEC.) 2 30 Back and Slats eh 'Zoe Pond to be higher ikon pavement 51oe 0 M1LL 'ranee 5' 1 Llne Pond adtri c Grass Sod Concrete Curb Inlet ''208 Pond Floor Typal Spokane Co. Std. (Drywall, Slope Sod toTop of Drywall or Masi‘c any tposed Jo\nts MIDILOME 8TH ADD. DRAINAGE DETAILS S \or: SECTION E T /Pf 'A" PORTLANi CEME4er COMC(ETS CURB, SPO,r4NE COUNrr STAKpAAD. SIDE S..0 OBaWA6L SHALE TOP OP SOD LWALE /WA T's B( SOA41 lr EACH MANE BU20Li. DETAIL "OR TYPICAL DRY WELL LOCATION NO SCALE 10.0 5.5 G c � j�Dry�e4 L _ - - -_J '' (00..4,0 1140 impson Engineers, Inc. CIVIL LNCINELHS it LAND SURVEYORS N.909 ARCONNE ROAD SPOdAl1r, WA 09212 Pn 926-1.177 to Curb TYPICAL X d u W DETAIL "F" :DETAIL: TRANSITION IN CURB AT DRIVEWAYS ; AND CURB OPENING LOCATIONS Drlvewe C Curb Dpenln5 ,. . 3 .. T1e.n3 ▪ it ien Get er tineJ. Y L Dr eways , G Curb Opcn1n5s, W DETAIL "H" DETAIL „ I SECTION: DRAINAGE SWALE, 4 WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 3 I T lo' 8.5' Top of Orivewoy_ 4 I ' C ot .a‘1/4 cr ate I - - 5wele Botto,n Caro 1 NDTE: Electrical fewer Transformers shau be a irninioneel of .10 feat fruw dry.,,ells. LOT 1, BLOCK 1 LOT I, BLOCK 3 0 . ' Ft. STA. 9 +00, BOWDISH RD. , Rlpat to STA. 0 +79, 38TH AVE., Lett STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. TYPICAL SECTION : DRAINAGE SWALE; 5' WIDE 13 R A N Cemeat Concrete Driuwsy DETAIL „Kr, RN, TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ID' • : Transition 1 Cu ^ rb L: . I \ Y I � �1 r,c3 \ I s ! A 1 • f.aphelt 'tom I 7 slope Breal.s J DETAIL_ CURB . INLET TYPE 1 DETAIL RER N=rn.e% swsle Slope MIDILOME 8TH ADD. DRAINAGE DETAILS (Cciat corbeat 5w.It Bottom 1:1 Stope,wln. / 31t 5lept,mee. 4row top of dtl.et ay to bottom of •wele. Concrete Apron fur length of curb cst (and 3w41e e4.-thick) innowa OmiYn Curb rl 13 1' Elect £rl t ca - T c e neat ?seer F STA.4 +43 TO STA.5 +05, 36THAVE., Left LOT 5, BLOCK I . STA. 0 +44 TO STA. 3 +48, BATES DR., Left LOTS 8,7,8, and 9, BLOCK L DETAIL RG,r DETAIL "J" 51epc 12:1 (min) Pown from G..tte.r asevecnt ' ro...a.a 19.ti one. Curb /craw £went b a S- S w a e 1 t 1/ - 111./* Line-, 11 11 I 1 Electricel fewer o Trsn.forner tConc. Street (ASphelt Parencnl)� S impson Engineers, Inc. CIVIL ENGINEERS h LAND SURVEYORS F1.909 ARCOIIt :E ROAD SPov.AIIC. WA 99212 PH 976 -1329 0 4 re 20' 25 TYPE B De - AIL DoUUI -E 1EaR1:ELDRY.W El- TIRE . 3 GRATE _.__.. Top uF G.l- } c. 20i z 15 '. 51a. 3+95' .33'. i 5l11- ._... I Covtst uct Q. Curb opening 4' w ide 8' deep Sta.. 3t 89.94, as' Rt Invert E\ ev. 20 \2'a DETAIL_ ° F •, ZS I R =20.00 I T. =20.10 L =31 .57_ 31 t� I w J 9 .16 I; � Z 2.01 ° as CURB u116 k 6l U1 SATES w 2 J J 4 m W 2 3 O J 3 PROPERTY Luy — 11.9-6 13 WIDE DRAINAGE EASEMENT DeTAIL ° ,d, COViS t'ru Lt —� . 0 Q. Driveway a -- — "Invert elev. ZU\Z = DETAIL "E :f F , 30 BUILDII4C SET G'�4 to i ‘N SCALE 1" = 20 MAY ?5 1 199x• .11\4ID1LOME STN ADD. .LOT= I BLOCK — . 9r _. _ _ DRIVE • t • o 4 o , .aa 89 a ✓0 E.St 1 V 1 r Ot V1 lit A r 4, �.�,1 "T O 0 J. i 7 9967 O Aks ite DISTEW 1 E 9 SI ONAL " i1 T'anskor crier 0 15' 9 u1 ro n 4 zvised Drive.vla' Coatltn 40/19/3s iimpson Engineers, Inc. CIv1L [NCH:ECRS & LAND SuRvETORS n.909 TACOrIJJC ROAD SPOAAIII. 922I? P11 5:6 - Ike /0 /3 _se;,::.:74„..72-.; • ft/w 10 PORTLAIIA ‘leAtatT CATICRIT( CO'S Irene SIOACrtaaf Craaven STANIAR:I 1.41ATIA,C. PArtiwitiT7 n 7. O .027d PT/II DETAIL "0" TYPICAL SECTION-' eowoish ROAD NO SCALE ) 2 asnracr CoiscRir( Parente LUIS: ' a COMPACTED DEPTN ,AZAWAST CONTLATI ,344% TO �<.Z C atThar, .$Pec.) CRUarita SCWIWCIPC• TOP COOR4e, CoMPRCTIO DEPT,/ ( wit's) r Jaw ) DETAIL ° C" Typicki. SECTION: BERM ACROSS DRAINAGE SWALE gNp VIEWS ; Curb Cut I /Sat.. I t Si - Pa Conoraie Corbin/NS "cyst% Spokane. Co Sid. NO SCALE Top of calK berm at toy) coura.4 with 3reca foci DETAIL "A TYP 'AL ROADWAY SECTION (NO SCALE) /6' Al3AL9lT CaaNCRATZ PArtwavr CLAJJ'al; a AlAre 44,MAIT CaVTINI Sa% TA ir:Trit: :OAS. skatr aa • CRuSafto Sumasci,va TOP COURSE C ComPACTCO OIPIN Cv.r.s.D.o.r Jeer.) waTaers w r. If: s' • 1;1 51ors Slops , max. from top of lasso 14 bellow oi SWALA DETAIL DD 0 208" POND ' SECTION DETAIL MOT TO SCALE '•• • .; Back and Side* erT • ToEl • Flind t be. higher than fir/ardent Std. ' Var;ea 5 DryweD • Graft Dr ywall 2: 3 4 A \ ••—..•zoti Pond Floor Slope SO4 to o4 Drywall or timel■e. any S.posed Zo MIDILOME 8TH ADD. DRAINAGE DETAILS 30' 25 IA • 02 74 *VA, L./na Pond LaS • Gross Sod Er-It KiV4 1 VAR ICS 2% la • 5'7 TYPE . A." PORT:ANT CZNICNT CONCRE s CuRB,SPOpPlie COUNT r STANA4RO. San SIDE: " 10 1 .4 7 1,;;; ;; ;F 4" % al s tlf frara ORAIII4CASWIALf I IAA CV J.90 WALL ARCA Ti B' sOasuA IT CACTI NAME daw<Dt.e. 15 Sod •.,. Mew kAw 23/5 L w e . 6467 \1 'ketyrstO I 51opA E 3 1 1 51opa,ra;n. DETAIL D TYPICAL DRYWELL LOCATION NO SCALE r- 40 1 0-o 6ww.a. Sr- . I \ V.-4)r vs all wn.f...a i4e ( impson Ell$11 CCTS, Inc.. CIVIL ENCiNELR5 er LAND SuRvEYORS 11.909 ARGONNE ROAD SPDKANI, WA 99212 Ph 926-1372 raaNnansoseassmconewassameall rounded 1946 S impson Engineers, Inc. CIVIL ENCIIEERS & LAND SURVEYORS N.9O9 ARGON NE ROAD SPONANF. WA 99212 PH 97.i -1377 roT o.omt fl 4 r 9 Top Curb 1 1 1 r Translt,en 3' 10 DETAIL _ nEl, / TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE J d 10' 13 00ee5 FT /f Ceweat Concrete DrlveWss DETAIL F DETAIL: TRANSITION IN CURB AT. DRIVEWAYS ANDBUR B OPENING • LOCAT IONS Drivtwt CurbOpanln5 STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 36TH AVE., Lett STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 DETAIL "K ". TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE RAN 13 :;.1 5wole Bottom R/Ve • Norm) Seek Slope + 00181 -J/ MIDILOME 8TH ADD. DRAINAGE DETAILS G desp,curb ca Concrete Curb Swale Fief -Coon ' l : ■ St. / 3` 1 51opt, mas. 4roentoy cf driveedey to befiom of ....le Transition 1 Curb Concrttt Apron f length of curb cut (and 3 wide it tince) rte,. Varle6 14 ... Gutter line Li- Dr% twayg,G' Curb Opcn■nge, 6 0 10' " DETAIL: CURB INLET TYPE 1 DETAIL "H1, DETAIL 11 'I" _ 1 TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE I Y I 4 ' or. • 3 F Top of O rlvtiny_Z yob :Li --- <' �Pa.emant 6'I F1 f Oo1 7f7` d _ —F _ _— — V1339 F T. 0��. �t \Confate w 1 ` Swale Bottom Coro I NOTE: Eltctr; col Power Transformers 6boll be o. u of .10 feet - Croon drywalls, mwm s, LOT 1, BLOCK 1 - -- d Conc. ate Curb 13 STA. 4.43 TO STA. 5+05, 38TN AVE., Leff LOT 5, BLOCK I STA. 0+44 TO STA. 3 +48, BATES DR., Left LOTS 6,7,B, and 9, BLOCK 2 0 r DETAIL „G„ Curb Cut I / Var'es \ 1 Asp Slope Breaks J DETAIL "J" Slope. VZ:t lmin.l Down from Gutter E oscmcnt 1 `-Conc. Curb wr. \-- Streak (Asphalt Pavement) Conc. Curb '• (t SWa4- Elcctrlcol rout. Tr...for mer / t R /vw Lit'tJ tteetricel Power 03 Transiorw.r "'PROPERTY LIKEm I06. o 3 DeTPLL "E T F" Construct Driveway Invert Elev. 2012 ONAL >I 9 SCALE I" = 20 MAY 25 .I99 3 BATES PRl`! Tray Vsiorm Detai '143 , -CURB LANE _N1IDI BTH.ADD. LOT-2...BLO.C.K: devi Dr l Veway Loco:6 o' n, loll I w..1..0 Iv. 5 iinpson Engineers, Inc. CI'1L ENCINELHS & LAND SuidvCYOiS N.909 ;'RCONNE ROAD SP6cu1, VIA 992i2 PR 921.. -1)27 10' 3 RAo PoATLAMD C(MgaT CoAERETf CU(A Tgf:p' SPORANC Comwrr STASAARD .Curb Cwt 6deep EM/Jr/A(. PArLM(N END VIEW Concreie Cor Sdat Typist Sroknnt Co. Std. ° \ DETAIL "A TYPSAL ROADWAY SECTION (NO SCALE) 1 dLL 0 .2 0 25 Anima CpQCRFT( PAT(M(MT CLAJJ'a flAMPACT(D DEFT. AffMR/T CaWTENT 11/4% re 6:4% D.D. SAFC.) CRUSN(O SURMC/N0 TDP Coops: C COMPACTED D[PIN CW.5,0.0.0 JAR'.) DETAIL "B" TYPICAL SECTION- BOWDISH ROAD (NO SCALE) VAM,(f ..n'ry /Ca' r ASPHALT' CD I RETE PAIEMEMY CLASS 'B COMPACTED DEPTH . ASPIA(TCAVrOM' JA4% TO 6 Y.G CwsDa Inc.) C" CAL/ANC SUMTAC/MO TOP COURJt. COMPRCTEa DEPT/ (WSOOT Jest DETAIL "C TTPICMI. SECTION: BERM ACROSS DRAINAGE — SWALE ND SCALE Top of caith bcrm (3'r1■da st top) Conrad with ,grow God 1.■ Slops.min. /3.1 Slops,ma s. From top of bcrm 'tu bottow of ?wait DETAIL DD "208" POND : SECTION DETAIL NOT TO SCALE Var it. Drywall • Grate 2d Bask and Slde• cif '20s Pond to be liI9ber thon revamant Side. dLL 1 5 2 Lone Pond .;Yn "Grass Sod . 2O8 Pond Floor 51ope Sod to Top of Orywell or Mastic nny Eposed Joints MIDILOME 8TH ADD. DRAINAGE DETAILS 30' c, % 2s ' /D Io 1 VARIES 2:: c a.S SIDE: R/W T YPE 'A' PORTLAND CCMfM1' CONC.r<Et Cad, SPOAANC COUNTr GTAN apt) . f.-.A O4ALVA9E4WALE• TOP OT SOO (WALE Aat' re At SD44A 1r CAW NAME BUILDER. 10 3: 51opc .mwa.-� / I• I �! () g YI S1opt,n,n. DETAIL " 0" TYPICAL DRYWELL LOCATION NO SCALE 10.0 5.5 r i •\ _Dr). W f..w,J.4 15.1, S impson Engineers, Inc. CIVIL ENGINEERS At LAND SURVEYORS N.909 ARGONNE ROAD SPOdANf. WA 99212 Pn 926-1322 TYPICAL SECTION: DRAINAGE SWALE • AND DRIVEWAY ■3 1 s - t Q.0GT Pe to. f I. ttl • Sonnet blurAe. Slope • 081s PiTirr. Ceteeof ConcreteDrirewoy Carreto. ' L. Swett Set t•m Curls DETAIL "F" • :DETAIL: TRANSITION IN CURB AT, DRIVEWAYS 1 • ,AND.OURB OPENING LOCATIONS Concrete. Apron 'for lenstb of curb chf • • (ond 3 nat. 4 A • • '3 Trons1tion Vorieb . . Trans et ton L1.12 • Gutter tine- • • LL Dr% eu , e5 5, 6' Curb Opentnss, DETAIL to' Too of 00 7t/ _ _ DETAIL I TYPICAL. SECTION : DRAINAGE SWALE, 4' WIDE ELECTRICAL. TRANSFORMER IN DRAINAGE SWALE t•., t DETAIL "K" 5.vele Bottcnn o;LH 5walt Bottom t.s _DETAIL "E" STA. 9+00, BOWDISH RD. • Right to STA. 0+79, 38T11 AVE., Lett STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT I, BLOCK 3 TYPICAL SECTION : DRAINAGE SWALE,' 5' WIDE 'Top of Dfrieway , ---- - • • 1'4 Stoye,a■n./ 3t 6topt,In.s irontoy of cirlmewny to bottom of •wat.. • Concrete Curb Wa Crb '1/4 ".-Concrete Curb I • NOTE.: - Electr Parser Trans-formers &non be. rnin;onon of .10 feet from swabs. LOT I, BLOCK 1 STA.4+43 TO STA. 5+05, 38+11 AVE., Left • LOT S, 8LOGX I _STA. 0+44 TO STA. 3+48, BATES DR., Lift LOTS 6,7,8, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS o3 r ecieep, cseris est T DETAIL "G" Cols stsr es \ I ff t- nnen..11 fireaS 12 :I loan) Pon,. from Gutter DETAIL: CURB INLET 15 se Z t.5 DETAIL t "-- Cost...newt 1 Conc. tors c Ora:n..54. Swale- 72 .-Povernerrt Etect rico.% ?one. Transformer ' I 1 •hro I etett r ic Poster 'Transformer I". a Th--- St rt.-% 1446 1 / rave.neot) (§impson Engineers, Inc. C11.11. ENGINEERS & LAND SURVEYORS N.909 ARcourtr. ROAD srnkmir. WA 99212 PH 926-1327 Z SCALE I" =.20 HAY 2 -5 - , 1993 ORv'/E,: CUcb GNt �k of -rp,0 L 3 `ate Cor StrN kZ SI B 6ae 5 ta•2 -2-°\ L H� �r�ert cJag O "is � E `KA Y O i SC O L . s2 H pG E .0 f ., - >� NT OEfA1 / _ _ ' _ l 3 MID! 1.10 ADD, LOT -3 BLOCK -3 113.103 a S 0 Ri =v,seq Dr• weway 41 P 25 e498 LOCO. - floe 10 §impson Engineers, Inc. Coa ErSC k LAND 51.41:vt10H5 14.909 ARCC+uuE ROAD SPfMAUf. hA 95':12 Pt, 91 -I3?? ts ' R /.t 4c (vi TJACi PAr[MEN T7 PORTLAND Cants Con/CASTE CANS 71/1 10" SPON AML Cooed Tr STRAMAO TYPICAL DETAIL "A" TYPJAL ROADWAY 25 !e .e21n n/n A STNALT CONCRETE PA ✓L sal MT CLAJJ •' Al; [ Co •IACT[O PEPTN d spwair CaQTLNT Siw%C To 6740% CW[.0.O.r SP[C. • DETAIL "p" SECTION— BOWDISH ROAD ( NO SCALE) 20 y t(4 0.7 75 IC r 4s PNALT' CONCRETE PA✓EMENT CLASS '5 COMPAC DEPTN , RSPYALT CONTENT Sd4, TO 6 Y.% C IVSDOT. %Pic.) A CRUD NIA SJJN!AC INO TOP C0049 SE, COMPACTED OCPTN • (WJ Dor inc) DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE • ! q0 SCALE Top of ca'rih bcrm (3'wids 1 Tup) colored with AI-snood Curb Cut 1r deep END VIEW "208 (NO SCALE) ti It DN. CROSNED SURMCINO TOP COJMSE L CDMPRCTLY D[PTN CW.S.D.O.0 SPE Varies 1 g8 • 25 1'•1 5Iops,min. /3131 Slops, me.a. From top of bcrm To bottom of DWSls DETAIL DD POND • SECTION' DETAIL NOT TO SCALE 5' Line Pond with Grass Sod JO e!)B r /, 2.s' VARIES 2% to 4 .5Y Back and Sides erf 'Zoe Paid to be. higher -than Povement Side Cone-re-1e Curb 3n1et • 9 %Dp .1 0 Drywall Grate . I orywen L_.. 1 t '1o8' Pond Floor Slope Sod to of Drywall er Mastic on ?..posed Joints Type% Spokane Co. Std. MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION 10 R /.J ar .` i.1 I �Li nNr TYPE • A P•RTL Ara CEMENT C 0 NC AC TS CURS, S,M TAwe COUNTY sTRer a D. S IDE SWALE A SMALL' AREA TO r d! 40401 Or .100 DO [ !A TI // CAW NOME H ✓/LOLN New R,f., %o ID 3 :1 51opc,mv.N. 3' '74tyr �.q S n =1i vi�T/k' la Slops,nrn. DETAIL " D" TYPICAL DRYWELL LOCATION NO SCALE 10.0 S.S b. v — Pry.dl S impson Engineers, Inc. CIVIL ENCISELNS et LAND SDRVETORS N.909 ARGONNE ROM) 5r)(ebf. WA 95212 Ph 926 -1327 Top Carla) JI ;DETAIL: TRANSITION' IN CURB AT DRIVEWAYS .AND .CURB OPENING LOCATIONS TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE $ 10' I 8.S' cI 'Top of Drlvews. s> o WI STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Lott STA. 3 +59 TO STA. 4+21, BOWDISH DETAIL °K" TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE R/w TL 3 'Tr ° 10 W Top of Driveway OOGLI F1 STA. 4+43 TO STA.5 +05, . STA. 0+44 TO STA. 3 +48, TYPICAL'SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE Ceme Ce Concrata Drirawsy DETAIL ' F " Vostes Gat er lina V L`Dri cwsy5, Carta Opeeingt 6' . DETAIL "11" 0133 ' irr Itra1 % 5wale Bottom 8.5' M1 ° I RD., Rt. 5wolt Bottom 35TK AVE., Lett BATES DR., Left 5 DETAIL " Transition 1 MIDILOME 8TH ADD. DRAINAGE DETAILS 10' • �G deep, ct. ar cat Corti Sw Bottom - it 1 5bpt .nin. / S't 1 Stops, enae. iroen'Op of drleewey to bettsn of *wale • ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 13 ` T D�a nass Swale. Concrete Cart. I - HOTE: Electrlcst Power Transformers Chan be a minimsm of to feat from drywalls. LOT 1, BLOCK 1 LOT 1, BLOCK 3 Contr at Curb LOT 5, BLOCK 1 LOTS 8,7,8, and 9, BLOCK 2 DETAIL LLGL, Slops 12:1 (min) et Down 'from Gottar Concrete Apron for Len9%i of cart. cat (snd 3' wi &e4Kbic'/ -) :,kk. ANN • 1111S. rvs�zraea CarbG rl Cart. I 1- A *phslt 'Zi .V.-5Wpa 9rmi4-J DETAIL: CURB INLET 1 DETAIL -11 I" - x+. DETAIL ° J H Easement a.- Swalem T -- 1 Rho Lint J . I I Eleatric•l Power I 721 Transformer I �[anC Cart. ��-- Street (Asplult Pavement) -\ rmndM ,5.0 Elect rical fowtr Tranefor Conc. / `Povemant S impson Engineers, Inc. CPAL RIGRIEERS k LAND SURVEYORS N.909 ARGONHE ROAO SPrw,Arir. WA 99212 PH 92'; -1377 3 __SCALE 1 =23 MAY 25, 1993 LIDILOME__8TH. ADD ..:LOT -.4 BACK -3 'Revised Dr\veway Location I �of� impson Engineers, Inc. CIVIL EnCmLLRS t LAND SunvETORS u.909 ARCCmL ROAD `POnnor. 'na 99212 Pn 921 -1317 Varies VAR /T3 2% ___To 4.58 Llne Pond ..1tk •' Grass Sod Y1? 9: .Curb Cut S deep IIG TT/ 13 PORTLAND GLMjw r CONCRETt LOAD TTIE A' SPOKA.V counr STANA.RD Wz ignra END VIEW Concrete Curb/net Typal Spokane Co. Std. R/v r DETAIL CIA.. TYPJAL ROADWAY 5 GN r1NC1 PArtmEN ono T/ DETAIL 11BN — _... TYPICAL SECTION- BOWDISH ROAD ea■s E (NO SCALE) 2' HSPNALT CONCRETE PA✓EMENT CLASS S COMPACTED OEPTN, RSPNA, T Ct1VTENr S44% TO 6 A.% C WSPPT, SPLC.) b" CRUJNEO SaREAC,w6 TOP COURSE, COMPACTED DEPTN (W30O SPEC ) DETAIL "C" TYPIC,gt. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of csiih bcrm (tw1da ..t top) co'ar•d with 9fofa bod I Drywall (NO SCALE) ASTNAtT Ca&CRETE PAYLMC.VT CLAJI'B, A" Co MPACTCO PLPTN RJPNAIT CO✓TENT 54.:G To bYAtL C Iu.J. P.O.r snc.) CRWSNLO SugAAGN4 TOP CDURSC C CDMPACTLS PLPTN C W.5.0.0.E 20 tl1 Stoya,m.n. / 311 Siopa,moa. From toe of •arm to boltow of swolc DETAIL DD' "208" POND : . SECTION' DETAIL NOT TO SCALE • 'tog Pond Floor Slope Sod to Top o4 Drywall or Mast(c tans Epode() 7o1/2nts MIDILOME 8TH ADD. DRAINAGE DETAILS 25 ill SECTION As' Bock and Sides .4'2o ' Pool to be- biyber - noon flow..newt Stdt R/✓ O 10 1 I0 _OC IH I.2 .r : _ T /PE • A' PORT( ANL CEAafNT CONCRETE CURS, SPONANE Cauwrr STRNONNO. SI Sri £WA C 7 l • 1 504014 IT L 50 300 EACil N OME 4. L RCM No ME BU /LPLR. DETAIL TYPICAL DRYWELL LOCATION NO SCALE 10.0 „ _ U 1 i c e-Drys/ 31 ti impson E) Inc. CML CNCINECHS N LAUD SUkvtYOHS N.909 ARCONNE ROAD SPDdAW'. WA 99212 P44 9211 -I]72 Top Curb of 1 DETAIL "H" DETAIL „ I „ . TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE DETAIL "F" DETAIL: TRANSITION IN CURB AT -,AND CURB OPENING LOCATIONS ' Orin-way 4 , Curb Opesia5 "Transit ism 13' a X a I 10 W Top of Driveway_ °.133 Curb ri. ° I • `C cr I Nt � Swa c Borten - NE : Elec frusta- Trensforncrs . shall be. o. minimum of .1D feet STA. 9 +00, BOWDISH RD. , Right, to from dryweils. STA. 0 +79, 38TH AVE., Lift LOT I, BLOCK 1 STA.3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT I, BLOCK 3 DETAIL ,o K 1, TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE STA.4+43 TO STA.5 +05, - STA. 0+44 TO STA. 3 +48, = TYPICAL 'SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ;. Ccmca+ Concrete Driveway Transition Varies IL Gutter liwa L � Dri ewaye G' Curb Opcninys, DETAIL: CURB INLET TYPE 1 1 . 5 38TH AVE., Lett BATES DR., Lott DETAIL "E,I 5walt Bottom 1: \ 5lopa,mio- / 3'. I Slope, twee. _ 4row ef driveway to bettor of .wale Goner the Curb MIDILOME 8TH ADD. DRAINAGE DETAILS I LOT 5, BLOCK : I LOTS 6,7,8, and 9, BLOCK 2 4 dee r, ewrb tat Coscreta Curb DETAIL „G„ Concrete Apron for length of curb cut (ond 3 wilt t 4'thict.) A o,r�sawssaw Curb Cut Va tt \ Mphalt saps breaks Slope a o, town Down'fron. Gutter ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Elect ricol Pones Transfor aver / / e Genc. Curb -- - -- r Taat DETAIL „ J ,I Easement Swelem r � Kivu Unt-J r l 1' �Electrled Power 1 LLL..JJJ tom, Tr•ns forest 1 Con c. C.rb �.- 51 rtat (Asthak* Pa.emer0 -\_ rwnood 1946 ( impson Engineers, Inc. CIVIL ENGINEERS & LAIID SURVEYORS 14.909 ARGONNE ROAD SPOKANE. WA 99212 PH 925 -1377 MAY zs, 1993 I°.II 1._=.2.9. 4-.3 Z"7 Lic B Lye; ` i.-- L w=I I . \Tparc1 4c. zo IG — I t DEEAI D D POND B01701\\ \. q ELEV. 2010 POLIO EASEtlt11 a `�' \ s\ S /ONAL L. ) impson Engineers, Inc. CIVIL ENGNLLHS & LANG SURVEYORS N.909 ARCOIINE ROAO SPfenui. MA 992 PI, 971, -1777 r /O 11 R/„ lo' /D ,1{ • L r & PORTLAND CEMENT CONCRETE CARS TrPE i' SPONAwf CDUl)T STANDARD Curb Cut gdeep Ct1ir /MG PA✓EMENT7 Concrole Curb Inlet Type.% Spokane Co. Sid. DETAIL 9 4" TYPJAL ROADWAY SECTION ,pf OL] rr/•• DETAIL 11 TYPICAL SECTION BOWDISH ROAD £: ( NO SCALE Z � asPNALT CO I ROTC PA✓CMCNT CLASS B � COMPACTED GRATA' , A3PJALT CONTENT S.¼4 TO Ta% C WSDor. SPEC.) L CRUo•to SOAr,C/*O TOP COURJE, COMPACTED DEPTH (W3DO arc ) DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE p0 SCALE Top of csrtl's bcrm (3' wlda st top) covsrs° with 9rs*a cod nip VIEW: 1 5Iops,min./ 311 51oys, msa. From top of bcrw to bottom of Swots DETAIL DD 11 206 1* POND SECTION' DETAIL NOT TO SCALE ••• 510 Pa 0 Y 0 y ASPHALT CaRCROE PAVEMENT CLAJL "B, i" LomMicreD PLATA asp*AIT COYrINr ah% ra 44'.4 (W.3. AO. L SPEC.) • CRiswtb SURMC,ND TOP COURSE G' comeocrce DEN* CW.s.0.0.r inc.) yR 44.1 V 0Ae& Drywall Grote. r Drywell -o 2 G Er wo omosomora Soak and Side• of 'tog Pond to be. blghar than f Side' 5' s5 L1na Pond nicti. Grass Sod 1 ' ZUB . Fond Floor 0IItl•V. Slop& Sod to Top of Orywell or Monte. an Eposed 7a\nis • MIDILOME 8TH ADD. DRAINAGE DETAILS z3 E etat'In h/.+ VARIES 2% re •.56 R/W TYPE " A " PORTLAND CEMENT CONCRETE Cu-a, 3POAARC Country STANDARD. SIDE: Nev RAN 10 10 ]] I 114t 1 ]]rr 3 '- ONALYA4E SWALE TNN 300 £WALE ARIA Ti At SODDED if EACH NAME BURDCR. 3 l Slopc,m.a. 3' 2/ t� F e {67 Q. COISIES1 �� VA iF,/1k7 S 1)-ll rrkYlF — CCC NI Stopa,mn. DETAIL "I)" TYPICAL DRYWELL LOCATION NO SCALE ■0.0 i 5.5 - 1 1.5 1 y od - •CO ( __ -J Iu..JN I,.e irnpson Engineers, Inc. CML ENGINEERS k LAND SUR VCTORS !1.909 ARGONNE ROAD SPhullr. 'AA 99212 PR 924 -1327 Top Curb at TYPICAL SECTION STA. 9 +00, BOWOISH RD. , RI9at to STA. 0 +79, 38111 AVE., Lott STA. 3t59 TO STA. 4+21, BOWDISH RD., Rt. DETAIL "K" TYPICAL SECTION : DRAINAGE SWALE; 5' WIDE R/ - [DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND . CURB OPENING LOCATIONS TrenSieion �- r t u V ca \\ I . r.0 ; ! ' 1 �" ` Asphalt -j, y t Slope Brcaks J Gut ex line/ L� u ri Op e lags, LurbOpcmn5s,8' DETAIL_ CURB INLET YPE 1 DETAIL "H" �� T DETAIL I'" - DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE R/w I lo' 10' 13' 1 7 - 13 Trans l eer I Electrical Power r � lo' 8.5 1.5 c z2 ' q• E Dra na -5.1... ; e ont. Curb Top of Drirewny_ y0'+ wl -- - K -- o. oml Tf]fc ! _ ° WI — - r ....$70- `centre . Swde Bottom Curb • I - NOTE Eltctr■ cat Power Transfor,ners Chalk be aminileum of 10 feat {rem dr bacilli. LOT I , BLOCK I LOT I, BLOCK 3 13 10 Top of Dr TYPICAL' SECTION DRAINAGE SWALE -AND DRIVEWAY - W 0.0833 Cewent Concrete Drl.eway DETAIL " F " 8.5' a Gl T Transit 1.5 DETAIL '"E" NO SCALE Swett Bottom 1:\ 51apc min. / 3:1 Slo e, ma•_ {role top of dNreway tobott.m of awake .3 Concrete Curb STA. 4+43 TO STA. 5 +05, 38TK AVE., Lett LOT 5, BLOCK I - STA. 0.44 TO STA. 3+48, BATES DR., Lott LOTS 8,7,8, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS G dee p, curb cut C•wcreta Curl. DETAIL "G" Concrete Apron for length of curb cut (and 3' wale • 4 -) y as ' t' MEL rer�zres cure DETAIL "J" Slope 1t:I (mind Down from 6uttar 4 5wale-- • t R!• Line -f 1 : I Etc<t ric.1 Power j 2._ e a • - Tran•iorner C tonc Curb w Z- Street (AapbaIt ?neaten) -� rw..eM 19.e Simpson Engineers, Inc. CM_ ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE'. WA 99212 PII 926 -132? MIDILOME 8TH ADD. LOT Co BLOCK 3 Trans -former De_tc s'I i ConstrNCt Driveway Invert elev. 2.011 42 DETAIL E f F LAMES 7n7 7 C ._.SGo LE I = 30 _ 5"/2_ .. mpson Engineers, Inc. CIA ENGNEE115 8 LAND SUNVETCiS N.909 kRCCnN[ ROAD CPI/CMS. to 9571: Pn 516-1377 Curb Cu* B' deep 4 f-0.4 ENp VIEW : R4., 10 EI /3T /A4 PAYLMENT Conerdc Curb Inlet Type Spokane Co. Std. ,0f DETAIL "A' TYP'AL ROADWAY fs3 PORTLAND GC++C ✓T CONCRETE CADS 7TIl b' SAM AAA Cn&wrr STANDARD 2 /8 ASTNALT CANCRFTC PA✓EMCNT CLAii'B 4'CCMPACTCO Mars AIPMAIT CONTENT IA A% TO 6:4% (W.i. O.O. r inc.) DETAIL "B" TYPICAL SECTION- BOWPISH ROAD ( NO SCALE) r ASPHALT CONCRETE PAVEMENT CLASS 6 COMPACTED DEPTH • R5PNRLT CONTENT S445. TO 6 Ta 4 C N./5 DDT SPEC.) f CRLIMEO S.RTAC/NO TOP COUA.C COMPACTED OAP TN ( WSOO r SPEC DETAIL "C" • 20 TYPICAI. SECTION BERM ACROSS DRAINAGE SWAL 110 SCALE Top of cariY' bcrm (3 eT top) cov.fsd with 3rafa God ' L (Drywall\ • • • (NO SCALE) ti CRu3NE0 5VR.TCWO TOP COURSC C CODAPRCTLI OEPTM Ca./5.0.0.r OPO:. ) • MIDILOME 8TH ADD. DRAINAGE DETAILS 25 It 1 51opc, min. / 311 Slops, roar- froth to? d Iota% to botto., Of 9walt DETAIL DD " POND : SECTION DETAIL NOT TO SCALE SECTION /A LS' E . Kit I Back and SIdes 'toff Pond to be hI Sher than povament Sldc � '2DB Pond Floor Slope Sod toTop of Orywell or Maet■c an Epoaca J6\n1S 10 R/y 71PC ' A" PORTL ANI CEMENT CONCRETE CURN, SPONANC COUNTY STANaARD. — A ,1c1 nn •� f�nw ORAW40E SNALE. YAP 0/ DOD £WALE ARCA TI EE 5044ND sr (ACM NoNF BU /LOCH. N a., RAW /0 .11 DETAIL 160 lwws 11 O N TYPICAL DRYWELL LOCATION NO SCALE 1lDry. eo Simpson Engineers, Inc. CIVIL ENGUIEEHS N LAND SURoLTORS r1.909 4RCOIm ROAD SPOKAn(. WA 99212 PH 9'u -1377 Top Curb ` 1 STA. STA. TYPICAL V STA. 4.43 _ST A. 0+44 .DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING :LOCATIONS ' 9 10 Tr 13 Top of Drirtwal . aml °G�i rii v 0.13 3 3 rr /iT. 9 +00, BOWDISH RD., STA. 0 +79, 38TH AVE 3+59 TO STA. 4+21, 13 1y' -'TYPICAL-SECTION: DRAINAGE SWALE AND DRIVEWAY Cewen+ Concrata Drhaway DETAIL F19 6ot%tr tine-) DETAIL "H1' TYPICAL SECTION: DRAINAGE 4• T y , W ?o f Drivewo l Po y 0 T I ¢I 6 ./F T .�1 to' Varies - 13 1 o TAi�. Drl eways, b' Curb openings, B' 3' l e. 7ransilion SWALE, 4' WIDE ELECTRICAL TRANSFORMER 0. O . --Coat. dc Swale Sotto,, Curb - NO SCALE' ft /w 1- I, Normal SWAG Store 0.0167 Right to ., Lott - LOT 1, BLOCK 1 BOWDISH RD., Rt. LOT 1, BLOCK 3 DETAIL ,1K11 SECTION: DRAINAGE SWALE; 5' WIDE R/w T' TO STA.5 +05, 38tNAVE., Left TO STA. 3+48, BATES DR., Loft 5 y Contr ate Curb MIDILOME 8TH ADD. DRAINAGE DETAILS Concrete Swale Bottom Curt, 1 1 5l.ps,.a / 3 51e w,.a. irovatoy of dri.aw.y to bett..' of swot.. 1°' Curb 13' LOT 5, BLOCK 1 LOTS 6,7,8, and 9, BLOCK 2 1E; i s r G deep, eurb cut Goncrele Apron 4or length of curb cut (and 3 w:de a4r-thick)� .....aaoavr . DETAIL CURB DETAIL nGll C,.rb Cut von \\ 1 ri „ Aspn _ 1t Z��y �Sl99e BreatS DETAIL 4, 11 r h E c l - yora;neyc swla NOTE: - .. Electricol fowcr Transfor,ntrs Shall be a m:a:mu of .40 foal iro,n drs..slls. DETAIL "J” 1' Slope 12:1 train.) r Down Crown Gutler INLET TYPE 1 IN DRAINAGE SWALE to - � ^ Tran fo or P er dy Tr.neft / Cone, Curb lc nye...tent `Eos J a ( Swa4n_ ■ i 1. Rho LinmJ • Elcclrlc.l Power 1 1 i to'%' .. - ran.forner I `Conc. Curb a Th— Street (Asphalt ?automat) -� rounds 1940 Simpson Engineers, Inc. COAL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 9921? PH 9P, -137: - Trans - former, Details'IYS' SCALE (=3O._ ....._5� HIDILOME 8TH ADD. LOT 7 BLOCK 3 aWM 14 8 s impson Engineers, Inc. CIVIL ENGINECNS h LAND SURVCTORS N.909 ARGOwIC ROAD $WAUNP,'wA 99217 PH 916 -1377 25 Ea, rises PA✓EMEn T7 Conc.raie Curb 3nlat Typal Spokane. Co. Sid. TYPICAL “—.4 PoRTLRNO 41.1C*7 CONCRETE Cuaa 7rfl :e' SPOnna/E Caw17r S7RNMRD .01IR T //I ASIA/ALT CatCSdTE PATEMLNT CLAY"B: AL" Ca MPAcres OEPTN ASPHALT awns? $4e% no 4:4% (OAS. P.O. seta.) CRUSwf0 SuRa4CrL• TOP COMSC . C COMPACTCO DEPTH CW..5,0.0.1" SPDG) DETAIL l,Brl SECTION- BOWDISH ROAD ( NO SCALE I 20 Z ASPHALT CONCRETE PArtMEnr CLASS 'B COMPACTED DEPT* , ASPJALTCLWT(NT S44L TO 4 Y. C WSOor. Inc.) C CRUJNEO SMTAC /NO TOP COOP-St, COMPACTED DEPTH ( WSDOr 1PEC DETAIL "C" NOT TO SCALE MIDILOME 8TH ADD. DRAINAGE DETAILS 1;1 51ops,min. / 311 Slops, rn .w. ENp yaw : from top of b4 TA bo11e64 of Swsla DETAIL DD • u 208 N POND SECTION DETAIL TYPICAL. SECTION: sERM ACROSS DRAINAGE SWALE • NO SCALE Top of cwitl. bcrm (3' Wide. eT top) • COttr•d with 9rsi2 fed • Llna Pond -w1i "Grass Sod Slope God to Toe of Drgnell or Moatic en.� Eposcd J•olnis TYPE • A - PORTL aN. CL.v1CNT CONCRETE CURB S CJAPteC COUNTY STANDARD. Back and slats ' B' Pond to be. 1. eb.ar then (b.van,ant SVdCC SIDE 31 I ILl r./Ir t� J ORMW4GLSNALE TOP OI 400 SWALC AREA ri 41 50002, Nr CPC-14 NAME AU /LDCR. DETAIL ° D u TYPICAL DRYWELL LOCATION NO SCALE S impson Engineers, Inc. CR1L LNGINCCNS & LAND SURVEYORS N.909 ARCOru +C ROAD SROAAII(, wA 99212 PA 92' -1377 ro,naw 194e Simpson Engineers, Inc. CRIL ENGINEERS k LAND SURVEYORS u.909 ARCONUC ROAD SPnv.ANE WA 99212 Ni 975 -1777 Top Curb? '9 1 DETAIL: TRANSITION IN CURB AT AND CURB OPENING •LOCATIONS DA44w4 4 Carl. Openla5 3 . I Tran5tKon TYPICAL SECTION STA. 9 +00, BOWDISH RD. , Riuht, to STA. 0 +79, 38TH AVE., Lett STA. 3 +59 TO STA. 4+21, BOWDISH RD., Rt. TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE 3' to Top of Or Wewo,�Z 6 � s 0.1333 F[ /a,. 3 a 10 _ W Top of Dr;veway_ , T -- - on,r, F/7 Cement Concrete Drl•avay DETAIL "E" Gutter b liwa� -Dr; eways, ' Curb Openinss, B' "H" DETAIL RH TYPICAL'SECTION' DRAINAGE SWALE ' NO SCALE' K/w •..,. t 8.5 DRAINAGE SWALE, s ' "1'!!/' 9/F_11 o, olG � t � F t l 1 /rr 5' \ t I B.S' is 4• > ors Swnl._ at d 91 g , Yik /iF 1 ei I f. Concrete \- -Swale Bottom Curb I • HOTS: . Electrical Power Tronsforo,crs chop be a mioi.mo, of ,la feat -from drymeps, LOT 1, BLOCK 1 LOT 1, BLOCK 3 DETAIL „K,1 K/w Swale Sol tom Transition DETAIL •• r b Normal Swale slops 5walt Bottom 1 :1 31opa,min. / 3 Slop e, maa. {romtop of drirawos lo bottom o{ •ware Concrete Curb • Curb 13 STA. 4.43 TO STA. 5 +05, 38TH AVE., Lett LOT 5, BLOCK 1 STA. 0 +44 TO STA. 3+48, BATES DR., Left LOTS 6,7,6, and 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS AND DRIVEWAY I ` 5 [[beer, curb cat C•ncrate Curb C.oncr etc Apron for length of curb cot (and 3 wade a4tw;ck) t ,_� a Il le� roams Al a es . DETAIL:_ . CURB INLET 1 DETAIL "I" 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE • r ■B DETAIL NG„ Vomits \\ I store Breaks) 51opa 12:t tm:w Down -from Gutter DETAIL "J" Curb / l Pa.emant J r Easement : c SMaIC� 1 / 1 R/w Lin. I electr;ul Romer LLLJJJ js'toA• Transformer 1 t a-Conc. Curb e l..- Sires.* Uspball Paoeoun)� Electric.% ?oat, Transformer Cons o riv ew ay Invert 61ev. Zoli DETAIL E- ?F" Tronsformer Detaas"It3" MIQILOME 8TN ADD. LOT 8 BLOCK 3 BAT cou _L- E_I'�=3o_ w 7 C{ 9 5 8 yNti N S impson Engineers, Inc. C1HI UICRIEERS h LANO SURVCYORS '11.909 ARGOMHC ROAO • VnicAHC- WA 99212 PH 976 -1177 0 0 co 141 N J3 1 .I- 'r�i -Va•' • Rh) I0 PoRTLRMD CTanner CDMCRETE Cott TTIer SIDR AA/C Count STARMRD Curb est gassy [alarm& PAr &MLN7' END VIEW : Concrete Curb Snlei Type% Spokane. Co. Std. DETAIL "A" TYPAL ROADWAY (NO SCALE) ti .one Or/ II DETAIL "B" TYPICAL SECTION BOWDISH ROAD £: (NO SCALE) 20 Z • RSPNALT CONCRLTC Paetmtnr CLASS '8 COMPACTLO OLPTN , ASR'ALTCOVTENT S.LVX TO b %a% C &SOOT stn.) G CR✓SNLO SLLPTACZMO TOP COURSE COMPRCTLD oCPTN (WSOO r JPeC DETAIL "C" TYPICAI. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of e.rtb. berm (3'wids st Top) covsrad with yrafo God tt Stops,min. /3 Slops,maaL. From top of bcrm To boTio.. of 5walc DETAIL DD "208" POND : SECTION DETAIL NOT TO SCALE .1 0 yLL MI 5 RSTNAL7 C.MCRETE PAYCMf lT CLAJJ DeIrS AseWAJT CONTLNr S(n''h rD 4:4% C 61.3. P07' SILO.) CRUSNCD S✓RAMC/N0 TOP CO✓RJC . L COM PACTCO OLPTN ( &.5.0.0.7 SRC.) y_1i,5 "- 7 V ar1es Drywell ' Grate. (or • S s 25 30' Back and Sides of 'toe Pond to be. %i9 "ar t %on ilew,n.nt S'de 5 ,� Lint Pond nick% Grass Sod Oita •v vAR45 2% To 1.5 It '208 Pond Floor Slops Sock la Tap of [want! or Mastic an 0posca Joints MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION L5' E 1stin5 I+zw a L SIDE: 00 TrPL ' A' PORIIRN, Cfat 'T COwCitre CURB, SPOIRNL CO✓NTr STReekcaO. R/N khv 10 l0 PRRWAUCSNALC' TA. Of 400 S✓ALL AALA TI 41 SDAOLO Br CAW NOMC B✓WLOL.e. 3 : 51apc, maa. Plianifklik I:t 51ops,n,n. DETAIL ..0" TYPICAL DRYWELL LOCATION N O SCALE 10.0 5.5 I 4.•0.1 114a j - Dry -s" S impson Engineers, Inc. CIVIL ENCINELNS k LAND SURVETONS N.909 J.RCDNNE ROAD SPMANf, wA 9G212 Pb 92G -1322 -M Top Curb ul "Transit ken V l0' W Top of Driveway oOCIG) Fq STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 3074 AVE., Lott STA.3 +59 TO STA. 4+21, BOWDISH RD., Rt. TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE Rw I l' l3 • R/w DETAIL "K" 10' DETAIL "F" 13 Varles 1.5 DE "E" - TYPICAL - SECTION DRAINAGE SWALE AND DRIVEWAY NO SCALE R/■ Cement Concrete Driveway _J� Concrete C eh Swale bottom :DETAIL: TRANSITION IN CURB AT.DRIVEWAYS . AND ,CURB OPENING 'LOCATIONS DAreway 4 Curb 0pcwLy �. 7 1 3 1' l Slopt,mkn. / 3'1 Slope, o,e.a. Sron.top d drlrsway to bottom of wile. MIDILOME 8TH ADD. DRAINAGE DETAILS '3 Concrete. Apron for length of curb cut (and 3' wick a 4'tk:ck) mwmetvsros, I Varies \ \ \ \ I Asphalt I v f r Slope areas Gutter llweJ .. - [hi sways,'. Curb Open mgc, B . .- DETAIL _CURB INLET1 TYPE 1 Carlo DETAIL "H" _ DETAIL I . TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAIN RAINAGE SWALE sl j' X to I 8.5' o f 4' k �D = a:na Swale Top o — f Dry_ 1T I ---10.4 s 6 / Fi O.o14 I 7f7 G �_ Y o- f t.1 ` Concrete Swdt Bottom Curt. 1 NOTE: '3 STA. 4 +43 TO STA. 5+05, 38T AVE., Lett LOT 5, BLOCK 1 STA. 0 +44 TO STA. 3 +48, BATES DR., Loft LOTS 8,7,8, and 9, BLOCK E 1B G deep, curb cut DETAIL "G" Electrical Poorer Transformers shell be a mum of .10 feet from drywetls.. LOT 1, BLOCK 1 LOT 1, BLOCK 3 r ) L DETAIL "J" Slope 11 :1 lm1n) Donn from Cutter Easement i to-Conc. Curb Street (Asphali Paremeea)� wndod 1444 Electrical Power Transformer / Gone. Carb / `Portmtnt • / R/w Line ai Elect ricol Power • z te3• Transformer 1 S impson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAO SPI11 ANL. WA 99711 PH 926 -1371 10 Con5truc-t r t C� prlvew - o I ro.Y\S€or met' �_ Inv Elev ➢eko:, \SS • 5 u Zol l�Z DETAIL - E F I - IMIDILOI"IE LOT 9 BLOCK 3 8 _SCALE I=3O 6/1 I yN.1 IIN S impson Engineers, Inc. CIML ENGINEERS & LAND SURVEYORS N.909 ARGONIIE ROAD SRDNANf. WA 99717 P N 9)5 -1327 1Pr25a413 Curb Cut fc deer yr� Pr • Y I n l nr S—'. EAIJrM. PArinme &J7 ENp VIEW Conc.rate Curb Snlei Tyrr.l Spokane Co. Sid. R4) 40' DETAIL ' TYPAL ROADWAY (NO SCALE) PORTLAND CEat(w 7 CONCRETE Cola TWIG' SPOMAA4! COUNTY STARMRD TYPICAL 25' X 05 .o21tl PT/// AS/MAtT CAVCRATI IAYCm[uT— CIAJf ra; CLOMPACTEM XMTM AJ PMAL/ CAVTENT 54P.0 Tb Cw.J. Aar sea.) CRuswCD SURMCLVA TOP COURSE C Coto PACTCD DEITM C DETAIL 11 SECTION- BOWDISH ROAD ( NO SCALEI Y4 "7 r tr ZD r ,SPNALT CONCRETE Pa reMEMr CL RSS 's COMPACTED DEPTH , ASwwrnT CLWTEMT SEA TO Xs% C Wsoor SPEC.) b CRUS HEO SLRTAC LNb TOP COURSE COMPACTEO DtPTM ( WSOO T 1PEC 25 3G DETAIL "C" TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 'fop of co.it■ bcrm (3'wids w1 top) Covaf•d with 9rssn Sod • tt 51ors,m"n. 13151ors,me.s. From top of ycrm 1 belle. of Swale. DETAIL DD 11 208" POND : SECTION DETAIL NOT TO SCALE '208 Pond Floor Slope. Sod to Top of Drywall or rlact■c any F.posed Deln15 MIDILOME BTH ADD. DRAINAGE DETAILS SECTION /D z5 E letin5 Kin VARIE5 2% To LS% Back and Sides d 'Toff Rand to be higher than padamant Slda 6 %61 NT � '_f� � 'ry7~- l�-1 rJ iA AAif i ° .��." �_ 6 OAAWAOE. »'ALE' TAP LV 400 SWALE AACA Ti ME SOaJ Or CALM MOM! Bvaae. T /PE 'A' PORT( ANJ CEMENT C 0w(.12 TS CuRM, SPOAAw! Coati T r STAMOw RD. 10' "'"&7..Fllby( : ,l 10' 3 l 5lopc ,m+a. 3 ' 0-0 u,WN 1140 i r = 7 Wilk? " /TFnk I:l Slopc,n,n. SI DE: ` Dr y -ell S impson Engineers, Inc. CIl1l CNGIULLHS & LAND SURVEYORS N.909 ARGONNE ROM) 9'0dd/if. WA 99212 Po 926 -1772 2-31 y 6167 t ,.�'1 F- DETAIL D TYPICAL DRYWELL LOCATION NO SCALE Top Curb 0 0 Ij Tap of Drivewav WI "Top of Dri vewa y rn rz; 9 P n Gutter tina--i. 9-1 B.S 'TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY 7 ID' t3 0.05e3 rein. Ce•,e.k Concrete Drirewss DETAIL „K„ TYPICAL SECTION: DRAINAGE SWALE 5' WIDE DETAIL "E" Si* • Normal Stele Store �1mQ� j ft. rr Orgemel l DETAIL "F" DETAIL TRANSITION IN CURB AT. DRIVEWAYS AND CURB OPENING LOCATIONS Drirtwty i Curb Dpcnin5 "Tr.nait ion y Tr.nsl) ion • .. Curb 01 Varies ' A AL _ .. L i - Dr; cways,G Curb Opedn5s, 8'.. DETAIL "1 SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE ,., E I - . "...COWL. Dreinyc 5ralt ~' Gonc. Gutb 1 / �_ � POVCmanr °i ' `Conc. eke `Swale Batton Curb I - NOTE: , Ettctr4 Enter Trensforncrs tha11 be o ninuwn of .10 feat STA. 9 +00, BOWDISH RD. , Right to from dtywelta STA. 0 +79, 38TH AVE., Leif - LOT 1, BLOCK I STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT I, BLOCK 3 STA. 4 +43 TO STA. 5 +05, 38TH AVE., Left LOT 5, BLOCK 1 . STA. 0+44 TO STA. 3+48, BATES DR., Lott LOTS 6,7,8, end 9, BLOCK 2 MIDILOME 8TH ADD. DRAINAGE DETAILS 1s C•nerete Curb Sw.le 5011.n 1:\ 5t•pc,w.in. /3' I Stereo...:. 4rom top .f eitireway to b.teon of •wale 1E JZ dtep, tprb cut Concr tit Apron for length of curb cut (and 3 wilt •4 A wna0�a.� DETAIL „G„ Slope. tz:t (•ina r Down from butter • Cur b C F var t .. \ ,/ C� Mpl.elt ^Li \ y Step betas —I Stein. • DETAIL:_CURB INLET 1 DETAIL ,1I r I 13 1' ^ Etcctrics Pons Trani Po DETAIL "J" Eo.aemcnt �t Swde-- R!w Line I I Electrical Power t ko� "transformer I k—Conc. Curb " Th-- Street (A•pbalt Pavenent)� rs 1940 Simpson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS NJ.909 ARCOHrJE ROAD SPOKANE, WA 99212 P11 929 -1.577 Const• uct Driveway Invert � 12y. =014 — Ste- DE TAIL_ ° C '41 F QIAINAGL: Po1-Ip EASEMENT 27 row° 1:77oM 20■0 6 __SCALE 1 = 20 _' HAY 20 OETAII_ S Type_ 13 D/a 0r ywcns Ypc 364-0_4c_- p o G.fo41 A it 25 LcFa- 0 R =20.00 h �.�. �. = 18 13 s r T T, 4 C' Rev'Ised Drwe•.voy N o c o' " O�oA /61$1$ \ 3C 1-o ca t S impson Engineers, Inc. CIAL En eat:ED - 6 ee LAND SuRVETOii. _. ._._.T.. er.909 ARCGtmr ROAD I.D I.LO :EIE- 8_T_N.-AD.D._Larnl _J3LOCK _3 - -. - -- -.- - — - scinkAnr. w- 55 %1: F^ -1"' 1 3' R /r. POR TLAMO Lfssle7 CYNCRLT! Cut! 7r/far SIDRANL Ceamar S7ANMRO G/JTima PArLMLRT TYPICAL DETAIL "A" TYP 'AL ROADWAY (NO SCALE) 25' 4' 25 . R/r s! .one ,, OETAIL. _� g 11 - SECTION- BOWPISH ROAD ( NO SCALEI z0 YARNS un'n /f.t' 1 QSPRALr CORCRCTr Pa✓!M(NT CLASS 'B CO.wPAC TIO D4PTR , AS/lALT CGMTCNT .14.4% TO 6Y4)4 C w Soar , inc L CRUAMEO SU4/ACIM6 TOP COORS!, COMP.acTLO DLPTN C wJOOT SPCC DETAIL "C" 25 A SIRAI1 LAMCRLT! Pargmf Ir CLAJI "B; L COMPACTLY ML/Te AJPMAir CYVTIwr a4W%L To 4,Ms% C W. S. O.O. r .snc.) CRaSN£D SURMC014 rap Coast C Cam PACrca CLPTN C WS.0.0.f se t) 30 TYPICAL. SECTION BERM ACROSS DRAINAGE SWALE NO SCALE Top of berm (3'vrida st top) c r srad with grow L "d END VIEW «J Cut 'I 4:4 iD'4 Pe Concrete Curbinitt Typal Spokane. Co. Std. (Drywall) 1:1 Slops. m.n. / 3:1 Slops, msa. ?Fool to of bcrm to bottom of 5wela DETAIL DD "208" POND SECTION DETAIL 140T TO SCALE Drywell o . 'Start a So Varies 78 tut SECTION E , etin5 R/w VAR,(S 2% To f.s Back and Sides 04 'Tod Pond -to be %,1 ,ar thon eAvt.nent Sidir 5' L1 na Pand tW T/ Grass Sod �sLLP� o \ap 'zoe' Pond Floor Slope Sod to Top of Drywall or Mastic an Spored Joints MIDILOME 8TH ADD. DRAINAGE DETAILS TTP! 'A PORTI ANf remit ea CONC4 f If CURB, SPOAAw( COUNTY STA.gsAAO. f. Sven. f E S t., ri Toe 01 100 E4C41 wane TI I'! SOG(!Lf lr tour MOML BU /cML, . 167 CCIST OP 1 c�C' 3 :l 51opc, DETAIL "0" TYPICAL DRYWELL LOCATION NO SCALE 10.0 ' l — t)ry.ell tVimpson Engineers, Inc. CIVIL INGiNEERS & LAND SURVEYORS 14.909 ARCONNE ROAD 5PDLAnr. WA 99212 Po 926 -1377 Top Costa • EI 0 W DETAIL „F„ ;DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS - Drlvew. 4 Curb Openioy ... . - ..... Top of Driveway - o oGc1 Fr Transition F 6.:1 lima ' •?YPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY • _„ o 08ss FT /FT • Ceme.t Concrete Drlv DETAIL Rh Varies 8.5' mT 0.o,41 , sl_ j ,I o w Top F Drives 1 Zf�- F1LEt. / mi ol I717�. - e o + (t O Swale 0ottom DETAIL H r Transition L 136 "44S5)4. ays,b' Curb Openings, 8 1.5 STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Litt STA. 3t59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 DETAIL ° K ° TYPICAL SECTION : DRAINAGE SWALE; 5' WIDE KAN 13 l 1.5 Con'r at Co b MIDILOME 8TH ADD. DRAINAGE DETAILS 11 NO SCALE • redoes", curb eat � C to 5wda Bottom 1:1 5t.pe,min / E:l 51opt,m..t. irom top of driveway to bottom of welc a I y I o ° - 7.•VrainS 5la I / te r STA. 4+43 TO STA. 5 +05, 38TH AVE., Lett LOT 5, BLOCK . I _STA. 0 +44 TO STA. 3+46, BATES DR., Left LOTS 6,7,0, and 9, BLOCK 2 Concrete Apron for length of curb cot (and 3 wide t4'tb■ck)A a�a �aavr `�COncr tee Cure I • NOTE: '/- Electrical Power Transformers shall be o. mleimos of .lo feat ' -from Or ywalts, LOT I , BLOCK I DETAIL „G„ slops'; n•■;na Down from Gottcr TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER 1N DRAINAGE SWALE • I 13 � V .r as \ I � ' L- Oa th_It -1� \y slope Braoks J T DETAIL: CURB INLE TYPE 1 DETAIL I „ DETAIL „J„ • .. _ .. a rdnJ.p 944 a/ E 0. d . O Swolem ION. w t r ' t r LinaJ Etect ri c.l Power LLL..JJJ��JJJ 0 3 -fronsiormer I . � Conc. C-rb H m Stre.i (Asph. Pavcc.0)-- Etectricsl ?soar Trans C enc. Curb /claw Vimpson Engineers, Inc. CIVIL CNCINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPO4.AII1. WA 99212 PH 926-1322 Cconst rp ct. g SnV e\ ev. 20\454. SEE PrrAII_- Eil F "' ... 10 I 1 1 1 1 L LDI'12:5 E 8TH ,4Q� :,LQTTi 1 1: BLOCK -:3 __ SCALE 1 MAY 25;1943 ReAsed Dr \vewa oca'i 10 31.33 S impson lnyineers, Inc. GNP CnCu CCHS t LAND SuHwt,G+S n.909 MCGU +C ROAD SP(MMJ. wA 99717 Pn 976-1377 Sru • PORTLAND CIN Eetr CONCRETE Conn T!/f it SIONA•f CDIwrr STARMRD Curb Cut 6 d tep C+IJTIA4 Rayt.»CNT7 END VIEW Concrete Curb Inlet "'noel Spokane Co. Sid. DETAIL 11 A " TYR,` AL ROADWAY (NO SCALE) ti 4S /4ALT CM'CRSTf PortmtoT CLAJJ`B CLOMPACTLD AEI/N ASPNAIT caQrgw/ soh% TO 6:6% C W.S.D.O.r inc./ CRuswta SURMCao TOP Coast . CONIPACTCD 01/Ta Cw.s.0.0.1 J /Br.) DETAIL ° TYPICAL SECTION BOWDISH ROAD £ NO SCALE 1. 20 YAR'CS u, 7' 7-7 K!' V aSPNALr CONCRETE Pan CLASS 'B CONIPACTED DIRER . 12Sf4Q1r CONTENT S41-7% TO 6 AA.Y. C WSOor. SP(C.) 4 CRUSMEO SUwtQCINO TOP COORSI, COMPRCTLO DePTN (wJ DOT JPlc DETAIL "C" TyPICAI. SECTION: BERM ACROSS _DRAINAGE SWAL NO SCALE Top of catch. berm (3'•(ds et top) covar•4 with Arson sod • 1'•1 Slops /311 Sloys .. From toy of bcrm to botion of iwdc DETAIL DD "208" POND : SECTION' DETAIL • MOT_ TO SCALE or i Ei sn omosses Beck and Slats e4'toff' Pond to be. higher -then Pavement Skit MIDILOME 8TH ADD. DRAINAGE DETAILS 25 vARICS Z% o 4.5 ' '208' Pond Floor Slope Sod to Top of Orswell or Moetle an "'posed 7o1nt5 SECTION EJotin9 t1/w 1 TYPE • A' PORT[ANI CENTER!' COWL -etTA CURE. SPOAAWE COUNTY STANDARD. s . • OEAWALASNAIr• TN Ol 400 S WAIL AREA AEC SOLOED E! Eno NONE BUROCR. 10' 311 51Opa 1 11 Stopt, m.n. 31 DE DETAIL "D" TYPICAL DRYWELL LOCATION NO SCALE 160 i i /31 u.v« I ..a S impson Engineers, Inc. OM ENGINEERS At LAND SUNVEYONS N.909 ARGONNE ROAD SPOKANE. WA 99212 Ph 9211-1372 Sea Top Curb 1 ul 1 YI� W I DETAIL "F" -DETAIL: TRANSITION IN CURB AT DRIVEWAYS . -. AND CURB OPENING LOCATIONS to r Trsm;t;en 13' TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE' Cement Concrete Drleeway 9./w 0 . 051, ' War ;es Tap o9 D ri v ewo 1 �ft(F _ . 0.0(4'1 17t/ DETAIL "K" 8.5 10 Top of Driveway - 0 0447 F17 _ to 0.0141 MM me� . / 9 ,s pert I 3 ' °�ryt f t. Swale Bottom 13 STA. 4+43 TO STA. 5 +05, 38TH AVE., Left STA. 0 +44 TO STA. 3+48, BATES DR., Lett 1. 5 DETAIL HEH L Swett Bottom 1:% Stope,min. / 3:1 Slop.,.,.... • 4 ova top of dr,reway to batten of sw+4 Tr•nAl ion R/w Neems% s41Ale Slope 0.0141 t STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 38tH AVE., Lift STA. 3+59 TO STA. 4 +21, BOWDISH RD., Rt. LOT I, BLOCK 3 TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE Concr.ic Curb MIDILOME 8TH ADD. DRAINAGE DETAILS 0 LOT 5, BLOCK 'I LOTS 6,7,8, and 9, BLOCK 2 1 6' • rG deep cwrb cat Concrat. Curb DETAIL „G„ Slope 12:1 lmin.) o Down from Gutter Concrete Apron 4or length of curb cut (and 3wide '4'thke.) aommzte�aee C Gut er l;ne /. LLDri e41455,C." Curbopenlnyc, DETAIL: CURB INLET TYPE 1 auk 4114 DETAIL H 11 'DETAIL I TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SW W.ALE ID' . la' 13' • E Ora:nay. 54..1. I .. ^ Cone. Curb yo aI f r � Poremant tdt.1 `Laments - . 5we Bottom Curb • 1 : NOTE: ' Electrical Power Transformers shall be a 4nin/m of .lo feet 4ro44 drywalls. LOT 1, BLOCK 1 Curb C..t L Ae - U " y �SWF. BreavaJ DETAIL "J" 1 �LOnc. C•.rb r \-- Street (Asp'r•alt Pevemrnt) - �� 'S/ � easement i 0 o . 4 S *.lea \ T t / IA/44 Lin. -J • r I E4etr;c.1 Power to '' Tram former ro,naas 19,e Eleetricot Power Transformer V impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOHANE WA 99212 PH 976 1 °racer- , DetaAls"Itr • Constrv.C.t pr 'tnert Elev. 2.015d SEE pemx L." F" ••• r Co 0 12 . MI DI I:0Th 8M LOT 12 CIA S c L". - Di2Ai4ACE EASEMENT SCW 0E.TA.11_11,4: sETE!..e‘c.s_ EXPIRES ?old cir 1 3 E1D 502..1-e I" = 30 5/ 25/93 14p2,5card Revised orNt..m Locick-r6, teils/s3 IC impson Engineers, Inc. CIVIL ENGINEERS & LAJ1O SUIIVEIORS N.009 ARGOtaX ROAD timitudi. OA 99212 PrI 926-1322 mommummessweemisma .Curb Cut. 6 deep I0 c> E Po47L4N0 'LMia'T co.NCRlr! COIL 7r/!'R' SAiAANL Cscswrr STAsaso Celanese. PA✓tatt *T � ENp view: «A St op Concraie. Curb intact T 1 Spokane. Co. 51d. au' DETAIL "A" TYP ROADWAY 2? /6 La J ° .02 la nnr (NO SCALE) ti One •v.r ASTNRLr Ca&CROt PA✓(M(ter CLAJf a; a"La MPACrtD DLPrS AJPNA/P Ca.'TFwr s6C.0 To 6:4% CW.J. D.O.r JP(C.1 • CRuSNto SuRMCwa roP Coast . C CDMPACTCA PIPTN (W.S.D.O.£ atte) DETAIL NBN TYPICAL SECTION BOWDISH ROAD £: ( NO SCALE) DETAIL "C" ✓AR•C un rf. I t0 2� .4sPNALT CONCRET£ PAE(M(Nr CLASS B COMPACTED DEPTN , RSPERLTCaVflWr S44% TO 6.474 C M/SDor, SPEC C CRC/EWE SLNtACING TOP COURSE, coenewcna D(PTN !WS DOT art) TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE q0 SCALE 'Top of c..rih barm (3'wLda at to covar•4 with Arses $94 1 51ops,mIn. / 31 Slum TWA. From top et ycrm to bottom of 5wsla D E T A I L D D "208" POND : 'SECTION' DETAIL NOT TO SCALE [ o y Li. 0 Varies Drywall Graft 1 Drywall L • '28 1 MIDILOME 8TH ADD. DRAINAGE DETAILS SECTION 10 2. 4(.t i.4 E.ro14 Klu 5 VaRlCS 1% a 4.5 Back. and 5ldes of '2o"' Pond to be nigher than pavement 51Ae Line. Pond •;tk Grass Sod 5 • • \--1-.'Z0S' Pond Floor 51ova Sod. to Top of Orywell or Mastic an a posed Joints Tgir SIDE s u DRAINAGC SWACU' Tap oe .1.00 44/AL( A4(4 re St SPEata tr (ACM Norte BU /LO[R. - 5 O TYPE ' A' PORTLANI CfMCNT CO.cag Et c'48 , SPOANwt CDUNrr S7RNAAAO. 10 3 1 Slope.,me.J. 3 5.,.a • ti z71 F �Qr. kfC)s .ms r ,; 7 ill Slops,a n.l DETAIL " 0" TYPICAL DRYWELL LOCATION NO SCALE 10-0 5.5 r 1 j �Ory. a" —1 "Ma S r,..m.a "•e Ar impson Engineers, Inc. GNL UIGIHCCNS N LAND SURVEYORS u.909 ARCOnNC ROAD SPO.Anr. NA 95212 PH 926-1322 Top Curb ul TYPICAL SECTION 1• I 'IronalNon 13' Top of Drive wai� 0.' 0 .1) 33 1j "Top of Dr ;•eway o 044 F17 la E W aoes aRr TiFT. I „y5• �G deep, curb cut _Nerm.; 5w.1e shpt c oach. Swale BOtQm tt Slept ,min. /3:t Slope- ,mca. {rove top of driveway to bottom of swaIa Gutter lint F DETAIL ,IK11 V ..P TAIL "E” TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W ID Cement Concrete Drivaway--- Varies' 13 DETAIL "F" DETAIL: TRANSITION IN CURB AT DRIVEWAYS. ..AND CURB OPENING LOCATIONS 1)6 444,4 4 � Crb 01. .s3 7 3 .. 4' o _. 4:70' Swale Bottom Swale Bottom 1.5 Transition 1 L Dr% cway5, Curb Opcnin5s, B' DETAIL "H" DRAINAGE SWALE, 4' WIDE 14/w TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE Concr ate Curb anal t STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 36tH AVE., Lett STA. 3t59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 STA.4+43 TO STA.5 +05, 38TR AVE., Left LOT 5, BLOCK I STA. 0 +44 TO STA. 3 +48, BATES DR., Left LOTS 8,7,8, and 9, BLOCK 2 MIDILOME 6TH ADD. DRAINAGE DETAILS 1B Contracc Apron for length of curb cut (na 3 wile e-4 thick) DETAIL IIG„ Cab Cut Vsr ca \ \ 1 SI I Asphslt `2\ I r 1/4_5 \tr. BreaYsJ DETAIL "J" Slope- t2:1 (mink Down -from Gutter • DETAIL: CURB INLET TYPE 1 DETAIL n 1 . " - ELECTRICAL TRANSFORMER IN DRAINAGE SWALE I to ' to 13 Electrical P ar Transformer C 209 F • /Oralnye Swale / Coot. Curb _ a l / v h ! lPavemani - `Co. rate Curb NOTE: Electrical Power Transformers chalk be o. an;n;mum of 10 fast from drywalls, LOT 1, BLOCK 1 - \--- -Eucmcnt a - C Swale 0. / • / fibs Lint .. effete-4 l rmar --ttl i te`s' 1 C.Conc. Curb Street ( Asphalt ravement)� rm.aw 1946 Vimpson Engineers, Inc. C9 V1L ENGINEERS At LAND SURVEYORS N.909 ARCONNC ROAD SPOKANE. WA 99212 P11 92fi -1122 ` Consiruct Q Dr■vewa Snvert Elev. 2-016 sEE ❑ETNIt: Fi F .A ?IRES 7117i 9s- IL 13 MIDI 8T1-4 ADO LOT 13 BLOCK 3 13 RAI 44 •—_. l p C N S 11- 6/LcK UR.{3 LINE BATES pRIVE 6` 01 -o 14- D SCALE I =.20 5/ZS/93 4P 25i Revised Dr;ve.vo Locaiwn ■0/1993 ti impson Engineers, Inc.. CIh1L E4ONEER5 k LAND SURVEYORS N.909 ARC,IIC ROAD S G WhA,If. OA 99212 Pn 92211 -1372 /0 l3 R/, O DETAIL "A" TYPAL ROADWAY SECTION (NO SCALE) zs 4 /C O JO Curb Cut EC deep 4444 • w P0.QTLA160 <latl ✓T CONCRErt C/K6 TrPlb' SACK ANE COM✓TT STAwMAO EAH T /ML P4 YLMLNT END VIEW: " �lL J o s TYPICAL Concrete CurbInlat Typal SpoKant Co. Std. (Drywall, 0278 rI /O RS/NA[T C*JCRLTL PAYEMCNT LIAJf'B� a'CANIPACT(P 01PTA' AstiAlt ccn'rteer Sh,% To 6:4% C6.J. O.O.T 3/cc.) CRUSHED SvnmCirea ray COURSE C' Com PACTLO DIPrw C »at) DETAIL "8" SECTION BOWDISH ROAD ( NO SCALE ) YARIEf lrt rf.a' Zr f)SPXAtr ConCRETE PaVem(Nr CLASS 'B COmPacTEO DEPTH , A3Pl4STCLWTCNr $44% To 6 r.% Cwsoor. Inc.) G" CRLL,NEO SJ4f4C1✓0 TOP COURS( , COMPRcres DEPTH (w OOT 1/CC) DETAIL "C" TrPIC44 SECTION: BERM ACROSS DRAINAGE SWALE No SCALE Top of eaflh bcrm (3'vrlda at lop) Co'ar•4 w11h 9rcaa 6e4 • 2 tl % Slops,mO . / 311 Slops, mo.s.. From top of bcrm To Bolton of a•cic DETAIL D D POND SECTION DETAIL • NOT TO SCALE MIDILOME 8TH ADD. DRAINAGE DETAILS _O 1 ltlf4 -r _� 3O' VARICS T% To 4.5% Lnt n lt1, . L nr Pod w % Po ew S\a po �'ZOB Pond Floor Slope Sod to T Or 04 Drywall er Mastka any Eposcd Jaln is' R /,./ • • or.t\ E /et;ny (L /w Sack and S',dts .4 'za( Pond to be- 1,0914r -than (lava.nent S■ot 5 TTPE A PoemANA CLMENT CONCRETL CURB , SPOAANE Cau•rr STR,GAAO. SIDE: re... ONIIwA4E swing TAP 00 JOO !WALE AREA Ti BT SOJOrJ ET LACK NOMt BU /Lott. Ne wA,. 10 /O 3 :t Slop& 13 l 51ops,nln. prow N DETAIL TYPICAL DRYWELL LOCATION NO SCALE 140 S.S ' 1.5 — r — I __ =y ■ r 1 ; I�Dr Sell 1 ' r,ww i..o impson Engineers, Inc. CIVIL ENCINEEHS & LAND SUI(VEYOHS N.909 ARCONNE ROAO SPOM1AN[ WA 99212 Pi, 926 -1377 P .r 3 i Top Curb [ ransition "7 it f d I 13 to Top of Drivewat v 9 y , to - W Top of DRrtway -- - 00447 F17 9 0 , , R + u u a .4 • — - 0.0e ss Cement Concrete Drit4•y DETAIL ,1 .DETAIL TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS - • Garter 1inaJ . DA.nwa34 Curb Opening ,, ' DETAIL "H" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE R / w 8.5 Is [ - 0 �Druna.5e Srlt 4• 1 'm� 0,ow 7TH _:uv2 d' �- W 0 X333 Fi /, i. 0yfrtc ----Concrete � 5wole Bottom Curb 1 • NOTE: STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 313TK AVE., Le ?t STA.3+59 TO STA. 4+21, BOWDISH RD., Rt. DETAIL "K" TYPICAL SECTION: DRAINAGE SWALE; 5' WIDE R/w 8 „ 0 0 0 1 n ,/ 5 watt Bottom STA.4+43 TO STA. 5+05, 30TKAVE., Left _STA. 0+44 TO STA. 3 +48, BATES DR., Leit DETAIL "E" TYPICAL' SECTION:. DRAINAGE SWALE AND DRIVEWAY NO SCALE ( ns I 1 ' 0 • �G deep, curb cut Narmsl sw \e 5lopc le 00141 f t, et / -!/ Int C Swale Bottom C....-4 1 Transi4 ion :.4 :1 Lt -• ...Jays, 4 Carb Openings,B', Rl I MIDILOME 8TH ADD. DRAINAGE DETAILS 1:1 Stoot,m:n. / 3:1 Stopt slot. 44 too Top of dr:rtwa tobeaten, of ovate LOT 5, BLOCK . I LOTS 8,7 and 9, BLOCK 2 C.oncrtte Apron for tonsil. of curb cut (and 3' wale t 4 4h:ch) Curb 13' Electrical Povcr Tranefermcrs shs11 be a •mum of .10 feet from drywalls,. LOT 1, BLOCK 1 LOT 1, BLOCK 3 - 0 0 - r DETAIL „G„ DETAIL I n - DETAIL "J" 5101• 12-:t (mml I ( Vo..n -Iron G•.ttar Curb Cut I / Vit4 I - � - Aephalt - lam \ � st. 8ruks -J DETAIL_ CURB 1NLET YPE t `Easc.ncnt ra.w.o ,von 1 t CConc. C rb e — Strctt (Asphalt Paremu.t) -� Electrical Power Transf mar Conc.Curb /Tray on on* J • d 1 • Swde� t 1 r R/w Lint - I Electrical P 1tto� Tran•formtr Simpson Engii(eers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PN 924 IA CU 112 (3ATE Dry1V6 MIDILOME 8TH ADD. LOT 14 BLOCK 3 see Detcn‘"E=i-f' Construct Driveway Snve.rt t \ev. zolSsa "[ransormer Dec0.11e 1 r 2 SCALE 1 ' 1 = 20 ��SEE DETAIL E• F 5/ z5/ R3 Revised Dr'lveway Locwt; /93 • S impson Engineers, Inca CINL LNCIf1EC15 k LAND SuRvETOI S 19.909 ARCCrud ROAD POnAHf. roA 9)217 Pn §20 -1127 • Curb Cut B' deep ENP VIEW: PORTLAND CEMENT CoNCAETC CARS TA7 q ` SAattase CoI.wrr STRNMRo EIIErIAG PArLmgn77 Concrete Cur b2nlat Typal Spokane Co. Sid. ID • DETAIL "A" TYP'AL ROADWAY SECTION (NO SCALE) ti p .one row DETAIL "a" TYPICAL SECTION BOWDISH ROAD ( NO SCALE) I. 2d r AsPNALr CONCRETE PAVEMENT CLR55 'B COMPACTED OfPTN -j ASPEACT $44% TO 6 ( IVSODr. Inc.) 4 CRUi NE4 SDATACIMO TOP COURSE, COMPACTED 01P TA ( wsDO r JPEc) 1 1 51ops0min. / 311 51ops I rnaa. From top of berm to bottom of owole DETAIL DD, "208" POND : SECTION' DETAIL NOT TO SCALE [ ID ASTNT( CA mP rio D E ra ASP/MIT CONTENT E!. % 1 TD 6:4.0 (w.S. P.a. SPED.) CRUSwfo SOROK4V(' TOP COURSE C CoM PACTCD DEPTN C w.5.D.0.T 3/4C) y4RNS n7 Tr,' MIDILOME 8TH ADD. DRAINAGE DETAILS 25 • Or"any.' 30' DETAIL "C" TYPICAL. SECTION 5ERM ACROSS DRAINAGE SWALE • I q0 SCALE Top of cwrth bcrm (3 st tap) covar•4 with 9rs*a sod ID (Drywell‘, L'ZO8 Fond floor • • Slope sod to Top o4 Vrywell or Mastic an Epesed Jolnis AE EKFw B/w 5 VARIES 2:( e •.5', ' _ n Back and 51des e4 'toe Pond to be. bigbar than fkwamant 5168' 5' I TIRE 'A" PORTI ANI CEMENT CONCRETE CURS, SPO49NE CDUNTr STANZVRD. s. -u MoOLI A RCAIfn A TI R OT SO SOD 1Ac.Q ,IL tD YILJ l! LRCN 'IDEAL BU /COCA. 10' 10 L y �0.4ki • e + k 6 O 6167 £C7s'T43Lf) ,f , 9: • j all DETAIL TYPICAL DRYWELL LOCATION NO SCALE 1D D r . 5 5 1.5 i = Sod raa,as 1940 Simpson Engineers, Inc. CNN. ENCiNEERS & LAND SURVEYORS 8.909 ARCONNE ROAD SP@(ANT. WA 99212 Pn 926 -1327 ,4 • DETAIL: TRANSITION IN CURB AT DRIVEWAYS . AND .CURB OPENING • LOCATIONS Top Garb) r Transit ion uI o' B.S w Tap of Drlvewat 4 069 -1f1211._11 - Top of Driveway O OGGI fr7 9 13 • STA.4+43 TO STA.5 +05, .STA. 0 +44 TO STA. 3 +48, DETAIL 14 TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY ID' �- 0.0813 F T. /P w Cetat Concrete DrleeWay DETAIL H F 11 DAvewa t Curb Openiay' Varies B.5' 'µarm.% 544$t 610?.) .m d 0.0161 f Transit I . • Gatier \iwe 1 L , eway5, 4 • Carl Openings, 6 DETAIL "H" DETAIL 11I1, _ w ELECTRICAL TRANSFORMER IN DRAINAGE SWALE 9 k 1 ' lo, .lo' - T 13 et 1.5 el ---.1 a TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE DETAIL "K" TYPICAL SECTION % DRAINAGE SWALE; 5' WIDE R/w l .0 0.o - i v Swale Soltoen 38TH AVE., Left BATES DR., Left 1.5 1 MIDILOME 8TH ADD. DRAINAGE DETAILS 11 \B n J - 4 rb deep, eut .2J C.n Garb Swale Bottom 1:1 St.pe win. f 3: \ Stern, won. Se-ow .• dr..cway to bottom .f swat. Concr ate Carb Care LOT 5, BLOCK I LOTS 8,7,8, and 9, BLOCK 2 Concrete Aron for length of curb cot (and 3 wide.4 woS143 DETAIL HG11 Slope ¢:I (win) Down 'Crow Gattcr Garb Cat Yes as V - A.p\..lt I. —. Stein. Brea DETAIL: CURB INLET TYPE 1 G, 711FT ° N—Can rcte — Swale Batton ears 1- NOTE: Electrical Power Transformers shall be s nimm a of .10 feat STA. 9 +00, BOWDISH RD. , Right to 'Cron. drywall., STA. 0 +79, 30TH AVE., Leff LOT 1, BLOCK 1 STA.3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 DETAIL "J" O in Electrical rower Ele on.iul Po ctrica l ro xt.9' .1 C ono, Carb `Pa.en.at Easement . 4 Swale, T • / I Rlw Lin✓ Electr{c.t Power 03 Transformer 1 '-Cone. Care r t.— Street (Asphalt Pw.emetel) ti wntun 19.e impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 APCONNC RAID SPrv,ANE, WA 9924 PN 9?' -I3?? S P O K A N E xar �° k}+ am- C O U N T OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Kevin McMulkin, P.E. Simpson Engineers, Inc. SUBJECT: P1168H - Midilome 8th Addition 2nd Review Gentlemen: A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. In addition, please provide an information copy of any utility plans for this project. If you have any questions about this review, please contact us at 456 -3600. Thank you. encls: Plans (1 set) Calculations (1 copy) 208 lot plans (1 set) Comments (6 pages) cc:- roject file reviewer (comments only) W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director June 17, 1993 Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer Ed�cJ. -ra rryy, Jr., P.E. Plans Review Engineer Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 PROJECT #: P1168H PROJECT NAME: Midilome 8th Add. PREVIOUS COMMENTS: PLANS: CALCULATIONS: REVIEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES REVIEWER: Ed Parry DATE: 16 Jun 93 REVIEW #: 2 PAGE # 1 of General: 1. Plans must be stamped, signed, and dated by a Washington State- licensed P.E. (future submittals without P.E. stamp, signature and date will not be accepted for review) 2. Developer's signature will be need for final approvals 3. Provide 2 copies of plans and calculations on next submittal Sheet 1: 15. Indicate BCR, MCR, ECR elevations at Bates Court cul -de -sac on plan (indicate MCR elevations at Bates Court cul -de -sac curb returns on plan view) General: 1. Calcs must be stamped, signed, and dated by a Washington State- licensed P.E. 3. Indicate Tc paths, slopes, lengths on Basin map (revised Basin Map was not received with this submittal - please include 2 copies with next submittal) Basin A: 3. Provide calcs for required 208 swale area (existing Bowdish pavement area must be considered in 208 requirement calculations) 4. Provide calcs for 208 swale area provided (existing Bowdish pavement area must be considered in 208 requirement calculations) Basin B: 2. Basin B1 doesn't count for swale volume - no flow gets there (if no street flows reach swale Bl, then swale B1 does not contribute to available 208 swale volume or to storm volume) Page 2 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 Basin C: 3. Provide calcs showing required, provided 208 swale area (existing Bowdish pavement area must be considered in 208 requirement calculations) NEW COMMENTS: PLANS: Sheet 1: 1. Bates Court profile: Length of vertical curve should be = 65 ft based on road type & terrain; due to configuration on this project (short cul -de -sac), 50 -ft curve will be acceptable 2. Indicate power poles to be relocated, & new location. Will a utility easement be required? 3. Coordinate 5' curb opening (at 38th /Bowdish) with 3' dimension in calcs 4. Provide an analysis of the horizontal clear sight distance at Bates Dr. and 38th intersections with Bowdish. Sight distance easements may be needed on lots bordering Bowdish 5. Indicate invert elevations at all curb openings 6. Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans Sheet 2: 1. Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans 2. Indicate invert elevations at all curb openings 3. Coordinate 16' curb opening at Block 2 Lot 9 with Sheets 1 & 3, and with 208 Lot Plans 4. Indicate 4' wide swale at Block 1, Lot 5 5. Coordinate 3' curb opening at Block 3 Lot 3 with 208 Lot Plan Page 3 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 Sheet 3: 1. Provide dimensions to locate berm on Block 2 Lot 5; coordinate with plans 2. Indicate invert elevations at all curb openings 3. Coordinate 3' curb opening at Block 3 Lot 3 with 208 Lot Plan 4. Indicate 4' wide swale at Block 1, Lot 5 CALCULATIONS: Basin Map: 1. Coordinate curb opening location on Bates Drive with 208 lot plans. Indicate station /offset /invert elevation 2. Indicate station /offset /invert elevation of 16' curb opening on Bowdish 3. What purpose do the 16' curb cuts along Bowdish serve? These should only be wide enough for storm flow inlet requirements Basin A: 1. Coordinate 3' curb opening calcs (at 38th / Bowdish) with 5' dimension on plans 208 LOT PLANS: 'Please refer to the attached guidelines General: 1. All lot plan /section pages must be stamped, signed, and dated by a Washington State- licensed P.E. Future submittals without P.E. stamp, signature, and date will not be accepted for review 2. 2 copies of the plans must be included in each submittal 3. Indicate date drawn 4. Clarify section details. Dimension from top of curb to swale invert is hard to read (detail " 5. Tie lot plans to section details with cut lines - indicate where details apply 6. Indicate inverts at driveways Page 4 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 7. Indicate drywells as "Type "A"" or "Type "B "" 8. Indicate drywell grate type 1. Block 1: a. Lot 1 b. Lot 5: 2. Block 2: a. Lot 5: (1) Indicate station, offset for drywell (2) Indicate length of property line along curb return (3) Provide curb return curve data (4) Indicate station /offset /invert for the 5' curb opening on 38th (5) Indicate station /offset /invert for the 16' curb opening on Bowdish (6) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (1) Indicate station, offset for drywell (2) Indicate length of property line along curb return (3) Provide curb return curve data (4) Indicate station /offset /invert for the 4' curb opening on 38th (5) Indicate swale floor elevation (1) Indicate length of property line along curb return, tangents (2) Provide curb return curve data (3) Indicate station /offset /invert for the 16' curb opening on 38th (4) What purpose does the 16' curb cut along Bates serve? This should only be wide enough for storm flow inlet requirements (5) Provide dimensions to locate berm; coordinate with plans b. Lot 6: Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper c. Lot 7: (1) Indicate station, offset for drywell (2) Indicate station /offset /invert for the 3' curb opening on Bates d. Lot 8: (1) Clarify 5' dimension at SW corner Page 5 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 e. Lot 9: 3. Block 3: a. Lot 1: c. Lot 5: (1) Indicate station /offset /invert for the 16' curb opening on Bowdish (2) What purpose does the 16' curb cut along Bowdish serve? This should only be wide enough for storm flow inlet requirements (3) Indicate length of property line along curb return (4) Provide curb return curve data (1) Indicate station, offset for drywell (2) Indicate length of property line along curb return (3) Provide curb return curve data (4) Indicate station /offset /invert for the 4' curb opening on Bowdish b. Lot 4: (1) Indicate adjacent Lot #'s to the northeast and southwest (1) Indicate station, offset for drywell (2) Indicate length of property line along curb return (3) Provide curb return curve data (4) Indicate station /offset /invert for the 4' curb opening on Bates Court (5) Tie easement to easterly property corner along the property line (6) Indicate adjacent Lot #'s to the west and south (7) Provide section cut at pond d. Lot 6: (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper e. Lot 7: (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper (2) Indicate adjacent Lot #'s f. Lot 8: (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper (2) Clarify 55' dimension at driveway g. Lot 9: (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper Page 6 of 6 REVIEW COMMENTS PROJECT #: P1168H REVIEW #: 2 DATE: 16 Jun 93 h. Lot 10: (1) Coordinate curb opening location with plans (2) Clarify 25' dimension between drywells (3) Indicate station, offset for drywell (4) Indicate length of property line along curb returns (5) Provide curb return curve data (6) Indicate station /offset /invert for the 4' curb opening on Bates Court (7) Tie easement to southeasterly property corner along the property line (8) Provide section cut at pond i. Lot 11: (1) Indicate adjacent Lot #'s j. Lot 12: (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper k. Lot 13: (1) Indicate adjacent Lot #'s (2) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper 1. Lot 14: (1) Draw to a scale which allows the entire lot to be shown on 81/2" x 11" paper AA. l6T 3: M04416 tan AftaIN4 - avatar its/ iUi 5 TO: ED PARRY SPOKANE cotiniTY ENGINEERINrG D&PT. SUBJECT: WI IDit -omE `E3 1 H A DPI T /oW 51 DRAINAGE DATE: 5/25/g3 2±5' 5us MVrTAL 3- nelude.d - for tour review are pri■-ks o+ - Fii-e revised street gild ctrotivlc%39 PlgKS for thicli (osae 6 TH Addi ov,. Also incikded are copies of the revised drq;na3e cakcu1a Fi "b hs. ,41 so in c.ludad are copies of ±-c i■diuidkal tot plans and dra■via3e details )cii "). I Pr !WED MAY 2 6 1993 th-tiMrre.morniY 06GI11EN CP ( .411 ..: /Wit 1 ALC 1 EXP DATE 10/4/73 S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed K VIN W_ mcmuciciN IRE. DATE: 9jaer43 PROJECT: YES NO N/A 1 µr0 rcoM4E -Adel. SUBMITTAL CHECKLIST PROJECT SPONSOR: EDUkt NA€` -AP5 - 046 LuwE 1f4C. PROJECT # H REVIEW # 1- REVIEWER: Woll PROJECT ENGINEER (Road & Drainage Plans) eaVV A4IGa4*J (.Sim'f%*J ed4. ) GENERAL ITEMS and drainage plans. 1 TEL # "(322 TEL # PROJECT SURVEYOR (Plat) TEL # 1. The $100.00 fee for plans review has been paid to Spokane County for this submittal. 2. An agreement to pay fees has been submitted to Development Engineering Services. 3. I have noted the plans in, plans out dates on the pink sheet in the file. 4. The plans and calculations are stamped and signed a Professional Engineer? 5. The developer has signed and approved the road 6. There are no conflicts between the proposed drainfields and any drainage ditches on the plat. 7. Bowstring calculations by developer are in the file for this review. 8. Vertical curve stopping sight distance calculations by developer are in file for this / review. 9. Horizontal & vertical alignment sight distance calculations by developer are in file for this review. 10a. The file contains a Spokane County Section Map. lOb. The file contains a Spokane County Assessors's Map z /- - f lft!) 10c. The file contains an aerial photo of the proposed project area. lla. Project is located in urban boundary area. lib. Project is located out of urban boundary area. 12. List any design deviation requests and their status: 13. Locate the Findings and Order for the project and list any unusual conditions: 2 ROAD NAME CLASSIFICATION WIDTH DESIGN MAXIMUM STOPPING SIGHT REQ'D SPEED GRADE DISTANCE ROAD PLAN SUBMITTAL 1. List any roads that must be designed and constructed on the project. 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolation test HO ( fa luse fiel Ala request to the Construction Section with soils information and a layout of the project. "R" wit A47749 W4 urn° value text request to engineers est &. (date). I6 . re ex sting utilities shown on the plans? 7. Are proposed utilities shown on the plans? 8. Does the note "Any conflicting utilities shall be relocated prior to construction." appear on the plans? 9. Are curb design sheets provided for existing streets? 10. Does the curb design conform to Spokane County Standards of section cross slope (Between 2% and 4.5 %)? 11. Is there a street cross section shown for widening existing streets? 12. Does the proposed vertical and horizontal alignment meet Spokane County Standards? 13. Do the plans show the typical cross section for streets? 14. Do the street widths match the Findings and Order? 15. Does the typical section on the Spokane County Road Standards? 16. Is the cross slope shown, standards, and is it correct? 17. Is the type of curb shown? plans meet is it within our 18. Is the type of curb shown the proper type of curb for the road classification? 19. Does the curb shown meet Spokane County Road Standards for curbs within the public right -of- way? / 20. 0 ' } /c1c 21. b �Da"v (�t 'g fr / 3� 44`fJ��22 Do the vertical curves meet or exceed the required length for stopping sight distance? 23. Are the low points of the vertical curves at locations where water is designed to flow through an inlet or curb cut? Is the curb type consistent with the curb in the general area? Has an "R" value test been performed for each soil group? 4 25. Has the intersection sight distance analysis been provided for all intersections with arterial or higher classification streets? l 27. Is there a need for barriers at the end of dead 1 24. Are stop signs shown for all streets which intersect arterial? (Check with County Traffic Engineer if there is a question) 26. Are street name signs shown at all intersecting streets? end streets? 28. Is there a need for other special signing? {Check with the County Traffic Engineer) 29. Is the bench mark shown on the plans? y l� ,/ 30. Has the Fire District approved the proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 31. Are BCR, MCR, and ECR elevations shown on all curb returns? _ 32. Are cul -de -sac grades shown for the top of curb? U 33. Are curb returns shown in the profile? 34. Are the curb return elevations correct? 35. Do the cul -de -sac grades meet county cul -de -sac. / standards? 36. Do the intersections meet the 2 grade requirements? 37. Does the curb return radius meet the county standard of 20 feet? 38. Transitions from end of curb to existing paving shown? i 39. Is there a need for slope easements? / 40. Is there a need for erosion protection? 41. Are the curb grades below the county minimum of 0.8°96? 42. If curb grades are below 0.80, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 5 FIELD REVIEfr 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. County roads cut off drainage as per drainage calculations? 8. If culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 1/ 2. Was a contour map submitted or a map with adequate spot elevations on it to properly determine drainage basins? 3. Was a "best available" contour map submitted? 4. Were all existing drainage courses shown? 5. Were all the proposed drainage courses shown? 6. Were Hydrologic calculations submitted for each basin? DRAINAGE AND PLAN REVIEW CHECKLIST 7. Were culvert calculations submitted? 8. Are percolation tests required for soils in this area ?5pa.u.4r01.4 $4cS 9. Were grate calculations submitted? 10. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 11. Are ditch capacity calculations submitted for all ditches that are proposed to be used in the drainage plan? 12. For 208 design concepts, were swale floor sizing calculations made? / 13. For 208 design concepts, were swale volume calculations made? V 14. If a detention concept is being used, were calculations submitted? / 15. The drainage design does not propose to divert water from a natural watercourse. 16. The drainage design does not concentrate water flow where sheet flow previously existed. 17. No part of the plat lies within a designated 100 - year Flood Plain Area. l 18. The drainage concept is compatible with planning commission requirements. r 19. The 50 year frequency was used for off -site areas. J 20. The difference between present and future flows is retained on the site. 7 1. The inlets shown are within the stream flow. _L 2. Curb type inlets are shown at sags and are properly sized. Perimeter is divided by 2 for calculations where no curb opening is provided. 3. There are no long curves with flat grades which pose a problem. 4. The centerline road stations for all inlets are shown on the plans. 5. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specified) / 6. A detail drawing of the grate /curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW. INLETS 7. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW. 8. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. 9. If inlets are in a gravel road or a dirt ditch a 6'x 6' A.C. apron is shown around the inlet. 10. There are no inlets shown on the high side of a road where they will do little or no good. 11. Catch basin or special manhole details are shown or a standard drawing is specified. 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS l 1. The swale bottom and sides have sod or grass turf specified. 2. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) J / 3. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 4. Drywell is located within 8 feet of the curb line. 5. Soil type is appropriate for drywells. 6. Drywell location does not conflict with underground utilities. 7. Drywell type is specified. 8. Drywell grate type is specified. 9. Sw ar t. elevation is specified and is correct. 10. Bottom dimensions are shown and the area matches the required area from the 208 calculation for impervious areas. 11. Easements for the 208 are shown on the drainage plans and on the subdivision plat and are of adequate size to contain the 208 swale and are tied to the lot corners. 12. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. / 13. If filter fabric is specified for the drywell its installation specification is adequate. , J 14. If 208 lot plans are required they were submitted on 1-roWal13 15. The 208 lot plans, dimensioned to lot corners, have shown - drainage easements, - setback requirements, - bottom of swale elevation, - rim elevation if drywell are present, - _curb cut lengths, -_any drainage ditches, - an attached cross section of the swale or ditch, - has.left the lot area clear of writing, - _shows grass sod, - shows depth from the top of the curb, - has been stamped by a professional engineer on all pages, - and is of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 16. The 208 lot plans show the lot number, block number, subdivision name, date drawn, and scale. 9 17. The swale is not located inside a future set aside area. See Findings and Order for where setasides are required. 18. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS 1 1. The road culverts are at the low points of stream flow. / 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". / 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes. 4. The minimum velocity within the pipe system is 4 feet per second at design flow. (Note: The County Engineer may permit lower velocities) 5. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 6. The minimum culvert and pipe slope is 0.56- and all pipes meet or exceed this standard. / 7. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. 8. At locations where two different pipe sizes inter the,same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 9. There is no downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 7- 10. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that are 18" and larger in size. 11. All pipes in the pipe system are 12" and larger as per Spokane County Standards except for 10" pipe that is allowed for connection of inlets to catch basins or drywells. 12. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 1 0 13. The maximum distances between inlets on the same slope should not exceed approximately 500 feet. 14. The plans show all culvert pipe types and they meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be a specified by the design engineer) 15. The plans show all culvert invert elevations and lengths. 16. The culverts shown are properly stationed from centerline stationing. (ADG$►d✓ 4 p41 17. There are no conflicts with underground utilities. 7 18. There is no need for energy dissipation on any of the culverts outlets shown on the plans. 19. There is no need for rip rap around the culvert outlet for some or all of the culverts as proposed on the drainage plans. 1/1 20. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. /21. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. i 22. Culverts are shown on the road plan and profile / sheets. / 23. Pipe anchors are shown for pipe grades greater than i5o. 24. There are no instances where water is trapped against a fill with no culvert shown. / 25. Profiles and cross sections are shown on the / plans for all proposed channels and ditches. / 26. Ditches with eroding velocities have a proper lining for erosion protection. ✓ 27. There are easements proposed or existing for natural channels which cross the property. 28. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. / 29. Where the ditch profile passes from cut to fill the flow has been properly disposed of. 11 k w'nuaMna 30. An easement was provided where street drainage was diverted onto private property. 1 31. The perpetual maintenance of private systems has properly been provided for. 32. The maintenance of drainage systems within Spokane County ROW has been properly provided for. 33. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. 6d>7 B „ ,, m aet„,. f4-1 ail zr -In R4✓ 12 ACIN DRAINAGE PLANS (cont'd) ckli"tv2.0 /Jun93 18. 208 LOT PLANS 18a. Lot plans are required; submitted on 18b. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. 2 dimensions to lot corners 3 drainage easements ¢ setback requirements 5 swale floor elevation G swale floor dimensions 1 rim elevation if drywells are present 5 curb cut station, offset, invert and length q any drainage ditches n shows depth from the top of the curb n an attached cross section of the swale or ditch 18c. tL Lot plans have been stamped by a professional engineer on all pages ,3 2 18d. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 18e. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS 1. The road culverts are at the low points of stream flow. 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". 3 There is a minimum of 12" of cover for all culverts and storm sewer. pipes 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HDPE /ADS) 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 14 LS L (-u tR Cl3 Pt 6R 2 tr Rua- 3 q%ln�✓J� [f: SC Mt ' 1G A Prz 3 44-0e, tit g L2- ?QOM 208, ' PLATIt Ad 51 Sr «G)- tri -co, 51P1 Cefat- t-ottc44 cut star 4 04 N j 56,74 e itatS=Str l- Le& eta- 0 -,gai( AVittezt 4 - caAttrv c alo r 4L fe 1 1 - c , sa- w ""g t dirt %aaM Z ado d Wok- 2 GZ lea 4 G5 LAD L? ?c1.b2 i-1 70 8 tor Mit cin:foot /4` 9• 4 tot- 476—f 4yo citidelt) Ajar, atb , g— A at i v h r(n 16' awv4 ? — 5 411isel/ie f 1{L° Je 4 4. rillogc dat e5(s A lto n 62 . t &' (u�M e-{ a1,4 -6 CA) w /4f l i a itz a te v (,3 elf G5 (G c-7 bait- 3 awG on w * /t /,39 G7a 54/1 efiv‘ tin a ti zft ,k l to t sr t 4S-rev rig J o Ili he 5 1,E W g ;xu 449 44,1 z le 1 I. Summary STORMWATER DRAINAGE CALCULATIONS FOR MIDILOME 8TH ADDITION May 21, 1993 Prepared Joy By: Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washingtori 99212 TABLE OF CONTENTS III. a. Bowdish Road curb grade calculation sheet. b. Midilome Addition Typical Road Section: Basis for Bowdish Road surfacing depths. (fir aa) Cowtutrn5 raw t &vtEW RECEIVED MAY 2 6 1993 SPOKANE WIQNt1 ENGINEER II.: a. Stormwater Drainage Calculations for Midilome 8th Addition: Basins A,B,C,D,E,F, and G. b. Calculation of flow depths in swale, and over driveways in Basin D. Calculation of flow depth over berm in Basin C. IV: Attachments: * Topographic Map * S.C.S. Soils Map * Previous street plans and profiles for Bowdish Road and 37th Avenue in Midilome Addition and Midilome 1st Addition * Previous drainage calculations for Basin A of Midilome 7th Addition =a d Drainage Map for Midilome 7th Addition. SUMMARY: Pit % The development is divided into seven (7) basins; A,B,C,D,E,F and G. See Drainage Map for Midilome 8th Addition. Each basin is composed of two subareas; 1) grass lawns and swales, and 2) impervious roofs, driveways, and asphalt paved streets. Stormwater flows overland across roofs, grass lawns, and driveways and into grass swales behind the street curbs. Stormwater from asphalt streets flows along the curb gutters and into the grass swales through driveway curb cuts and curb openings located at low points in the curb profile. As specified in the "Guidelines for Stormwater Management ", page 5 -4; where a sloping swale is less than 100 feet long, and slopes 1% or less, the swale may be considered flat. Driveways along the road will obstruct the swales, creating a series of individual swales that are less than 100 feet long and less than 1.0 %, and 6 inches deep between the driveways. Therefore, each swale will be considered as flat. Stormwater will fill each swale to a 6 inch depth and then overflow across each driveway until the water reaches the final swale and drywell(s). The grass swales were calculated to hold the first 1/2" of rainfall runoff over the asphalt street areas. The Rational Method was used to calculate the type and number of drywalls needed to discharge the peak stormwater runoff for each basin. In some cases, the Bowstring Method was used to calculate the type and number of drywalls needed for each basin based on the storage capacity of the swale. Calculations were made for the depth of flow in the Basin D swale. The calculations indicate that the swale is of sufficient depth to carry the peak basin runoff for a 10-year storm. Since, Basin D has the greatest peak runoff, the other swale depths should also be sufficient. Calculations also indicate that the driveways and berm have sufficient depth (freeboard) to carry the runoff. KtiA __z___2.3 L Soo, = 85 t1P CofAl' PANT. PANT .Y......._. z . 8 1 . 25 . ($O W1,1.5( -1 D. $ov �-- �� DTE JDI )z N D 15 v a EXI`ST AND ND } o� Zo .- _4 -.. 8 � RAD uS F ■1��ET • 348.4i 0.54 1‘411J1LoMf; STt� KDDrilDN U'(ZAINf 6C CALt.uLKttoNs % I of @ (2000 f T� r LOTS : g•'ADIUS poo .— Fit.�ES oRrvE 165 e 050 160wo ts tt Rv 122 @. 0 , 6,0% SON/DUH RD 31.42 j 0.5 I `iO CuRS Rnoius ZoS SSsliz_A >;EQUIR : (itbo-r B6 f /�_ to q1 t..3o_o;o.t_ -loo:o t1 Z _ 14,o 1'c 1'c .. 6,- -c ,t . , � r::_ ._...:... _...... _ . . • 33,425 FT . �o..7:1_.cR.E.... 2.00D ett 1000 Pt. Lot Doc F' 1 000. f 1),.- Roof VS, 4- 1.4_FT - No. 1 ?'7 kits/93 tit) 5/l4/ 5/14/ ! .. 0, 3 2 AcF$ 1 1 1 • ; MtptLomEr B .TH ADDITION DRAIN/t1/46E Ckl.c.ui_A • . 1 • • ; . SAS IN p, I C4 AREA oF SwALC o . i Imam .r.us r./../ I 1 2_05 5 7 9 Fl. . .1., -.: r.r., • s•sr.1,11:1:..... ....,:..., :...::r,.: v., • cr ...:,....., .a. .. sr oar r. rat .. —ss....; 1 rr. sr ..31/- 1 • -. •■•••' ••• ••th : SWAL.g@ LOW / 3 -1r-0+1-4-711—,•—cftQi;.-f.1--) z,o, IP , iot ' G - 1 - :) - (1: 9 s' lf -r:ty 19'0• . g. et L • • i Li t • i /1 1 , A/ • /4 s.. 4 / . , • . • . NO, 121S. /93 5/14193 • . . A I "* 1 s ‘ l i3 u. 15iveV4e 155 - 1. 3 5 - rogp,E. A As A... - +An ... A " 'AAA- A •A i; . • . • • • • , To? of p ?■■EwAY 1 1 NOR Q. 116 M A`...S.r` �.4E Stop \0 M \QCLOME ep PDT) vrtoN tiVA1t1/41 CPLCULP"CitNS 6hsEMSST I= EPS EMEN'T erisif o,Ol61 Et. n7/17r9i, f Ijj p, t3� r10RMh... / f t. flulftnjff LrSoh 601' CRoSS- SECttQNAL hgEA OF SWALS Czrip5$421) t.RV t-Cz 1. o.Rl r,. RIW eg o. 0 F rtrs� �YP�,gi . � j7.`T�j.YU" 5 N o R r n t_ S yy � r .. v.- 5WA1.4 BOTTOM • NO. 127&5 ■/tc /93 CKWI-$ conc. • C.NFB — .,3 „ ( 2)( 45) ( 1 ) . t( Q a)(4") 7 - 3,55 oti... ..........::....... ►.01...... o.4a .. ... 2.00 GRoS` •EC"ttoNM AtzEA Of SWAIt Co NC. CutZB 1 1 1 DATE = 5/1R/93 I PROJECT NAME = MIDILOME 8TH ADDITION � DESCRIPTION = STORMWATER DRAINAGE SUBAREA • 1 = ,32 ACRES � SUBAREA • 2 = ^45 ACRES TOTAL AREA = .77 ACRES I OVERLAND FLOW VALUES � -- CHANNEL FLOW VALUES L = 318 ww 71 = .172 Z2 - 27"8 N� N = .016 �� B = 0 G = ^005 TD = .2304 -1 COMPUTED VALUES DUR = 5^O0 I10 = 3.18 010 = ^l • QA = 1.13 / / Ct = .15 • L = 0 N - "01b S = .01 RATIONAL FORMULA HYDROLOGY DESIGNER = K W HCMULKIM BASIN A SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = "461688311688 1 1 I PROJECT NAME = MIPILOrlE OTH ADDITION DESCRIPTION = STORMWATER DRAINAGE t t Intensity Qdev. Vin Vout Storage � (min.) (sec.) (in./hr.) (c.f^s.) (cu. ft.) (cu. ft.) (cu. ft.) �� N� � 5.0 * 300 3.18 1.13 454 ....1.00 154 / 10^0 600 ' 2.24 ' � .O0 ��9 600 -41 1 �� 15.0 900 / ' 1.77 b30 900 -270 20.0 1200 ' 1.45 .52 671 1200 -529 I 25^0 . 1500 1.21 .43 689 1500 -811 30.0 1800 1"04 703 1800 -1077 I 35.0 2100 •.91 .32 712 2100 -1388 40^0 2400 .O2 • .29 729 2400 -1671 � . ' 45"0 2700 .74 .26 737 2700 -1963 n� 50.0 3000 .6R "24 750 1000 -22�0 ' 55.0 3300 .64 774 3.300 -2526 � � 60.0 3600 .61 .22 803 3600 -2797 65^0 3900 ^60 ^21 847 3900 -�053 �� 70.0 4200 .58 .21 087 4200 -3313 I 75"0 4500 "56 .20 908 4500 -3592 I 80^() 4800 .53 .19 724 • 4800 -3276 85^0 5100 .52 .18 952 5100 -4148 90.0 5400 .50 "18 978 ��00 -4422 � 95.0 5700 .49 .17 1011 5700 -4699 N� .. 100.0 60O0 ^48 .l7 1041 6000 -4959 1 THE MAXIMUM STORAGE IS 154.45698 CU. FT. * The time of concentration is 5 minutes. II The Undeveloped 'flow out is 1 c.f.s. TEN YEAR STORM CALC _ 1 DATE = 5/18/93 BOWSTRING CALCULATIONS DESIGNER = K W MCMU|EIH BASIN A t ' DATE = 5(18/93 1 1 1 Ct. = .15 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L 127 21 = .172 22 = 27.8 P•I = .016 B = 0 5 = .008 TD D = .1424 ' COMPUTED VALUES RATIONAL FORMULA HYDROLOGY DESIGNER = K W "ICMULh;1: 1 BASIN A (PA'V T.) I PROJECT NAME' = = MIDILOME 9TH ADDITION CACCt Fog CURE °PENlNG AT Low ?oirMT DESCRIPTION = STORMWATER DRAINAGE .SUBAREA 1 = .12 ACRES SUBAREA 1 RUNOFF COEFFICIENT __ ,9 ' TOTAL AREA = ..1.2 ACRES COMPOSITE RUNOFF COEF=FICIENT.= .9 OVERLAND FLOW VALUES INCt. ?Awl- 0 ZoWD1511 ?DAD, • ST A. 8{52.1(0 - to q-t 86; AND 38TH AV STA. 0i'Z5 TD t }ZS (SOwU%SU 034)(25)- 335o ('ATES (loo) (1s) . 1500 GU(�?. 0 ?ENIt4G AT Lovq pot NT DUR = 5.00 ' G! ii0 = 1F3 E• • 0745 38TH /�vE. 10 34 . OA = .34 h - _ °.S }{E(HT OF CtJ ' N = o.14Z4‘ t-PTH of wi,TE. Qt 0..34 C 5 flow giaTE ' N o.14z4 0.29 c I N 0.5 Sz36 FT? 0.17. Acg• I Q Z 3. °81 (t-)(H) F°� i c I ' Q L z 3 .08 - 4 (H0 ' 0 0,34 L z w z 2, D5 FS. 3.031 ( °.14zij .1 DS ' 3 FT. W19C ; G• IN. REEF MtiptLotAE. S' AUDITION VgAiNfie LKV 'DNS No. v2.1 ta Ls /tie, (Kw m) ss - ID 33. 0 - -■-zs 7- S6 1e-trEs- .Fapii.k.s FILLET - 5,112.15 P'• tt 1 - t" l7-,0 zt 4092 = 2(9,1-3o 0.61 I Gfe-pss z 02 -1 12 -3 - 2 -6 1 430 - 16 193 rr 1,15 tcc-E- . it•NT• leow yota ti4 c,\A ' i914:30 t a - 1/4 - 8/.42_ (300)(6) 54o0 T (--) 5030 _ • 36 . Kooff. _II i (t000 -3/4- woo )f-t z. .1" OoD LOT 1 13A.SiN tots \ 4 2. . 13 - ■..0c.v.--1- -1— 1 0 1- s -Lk 3 H_ E t. !Airs 3 44- ; M\DtLOME. S APpr PF.A(NtaGe CAL-CuLATIoNt 5 ( I • 0 .cc o t.rt - • 1 '` 208 FAVcoleNT SioRAGE— Icep. 50\2 ?1• 209 fl. NO . SWALE STOIZAGS. i■V A I LAB-1...E-- 36TH AV a o•cl 6 q. e 0.95° . (61) (IA 3 J. e o•ci 6, v. -4. _1_91. „ 3 C._ /3 ftL 3 Co- I • . t-k-Z-SN/Fiv. 2- ) k r p?.. t 0 7.-:• 0 • 1 1 1 1 1 i Top of Dg‘/ wt"( - fof of v'Lv nk M1D \DOME �t+ ■DD rrtoN DgA10AG l'ONS ';ASEMEKT J. I6-,.. FT: /fT Mq ` ... 5 y "AF F . S'_oPE ......F��. ■0°- 10 �� CRoSS-SECT1oNP1. i.flP• of Swm-a 3 EPSE■EN NORMAL �` 7orG97 �l h`Tj4�YIT Sw^L.E .SLOPE... 0.0141 Ft. /ft. 0..11 ./. R Iw fz /w 3 7 L., tvg1 Soft f" P 5v -.4 BoTtoM t 5q3 NO. 12185 1/16 X93 (Kw r\) CoNc• Cu RS Co NC. C u FB 1 1 "DATE = 5/ PROJECT NAME = MIDILOME STH ADDITION IIDSSCRIPTION' = STORMWATER DRAINAGE IISUBAREA 1 = .61 ACRES • SUBARU; 1 RUNOFF COEFFICIENT = .9 II SUBAREA 2 = 1.75 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 II TOTAL AREA = 2.36 ACRES COMPOSITE RUNOFF COEFFICIENT = .341055912201 ' I OVERLAND FLOW VALUES • Ct =. .15 • L = 227 • N = .4 = .004 CHANNEL FLOW VALUES 1 1 1 1 1 1 1 1 L = 175 Z1 = 8.6 Z2 = 7.3 N = .3 = 0 .01 TD = .613 COMPUTED VALUES DUR 39.67 I10 .03 010 = 1 7, -- 67 - r \ THA '67) RATIONAL FORMULA . HYDROLOGY DESIGNER = K W MCM1JI_I(IN BASIN L°1- Z 3 m‘viLome. ADD. Z E.L.oc,■=. 1 tnkplt...otAS Si" MP. L-015 z_ 1 3,4 1 S E.F.• S1 Ik2S 3•5' 1 DATE = 1/16/93 ' PROJECT NAME = MIDILOME UTH ADDITION DESCRIPTION = STORMWATER DRAINAGE "SUBAREA 1 = .12 ACRES TOTAL AREA = .12 ACRES • 1 O'VERLAND FLOW VALUES 1 CHANNEL FLOW VALUES L = 165 I1 = .172 Z2 = 36 N = .016 F3 = 0 5 = .029 TD = -096 "COMPUTED VALUES DUR •= 5.00 ' I10 _ .18 O A � \ 1 1 1 1 1 1 1 1 1 Ct = .1'5 L = 0 N = .016 • S = .01 RATIONAL FORMULA HYDROLOGY DESIGNER = R' W MCMULKIN BASIN 8 PiAVT_ GPL CULi' Irr1 Ft . cu F-5 OPENIN6 AT Low PoiNT SUBAREA 1 RUNOFF•COEI=FICIENT = .9 COMPOiITE RUNOFF COEFFICIENT = .9 1NCLo.oCC ?S' t. oN gPTES D'Rv€ qN0 ia AVE (To Dg'vEWFY of LOT 5) 5012 FT?" - °At. kcRE StS1.4z 1 t S.13 148.49 z.93 15.11 @ 244g / " 3 gP.1 DR1vE LAS ¢, DV ?.Mu4G AT LOW lo•NT Mlv?o(NT of CURL° 1ZAgluS 144.4° C 2 •'59 61/4TTER- i In z ( = 0,5 1-16 \6 HT of C.ulzB 1-■ z O . o cv ' 1> 6 F "C N of- Wt<Th g. a z 0. ?...`{- C.fS FL N - 0.096 r 0,tg2_ c 1 In 0.5 Q z 3.08"1 (1.)0 -0 Fog kk c 1 h L Q 3,081 (H ) 542 0•34 3.0 . 61 (o.o96) z 3.11 et. SAY : 4 FT• \ • 6 IM, veP 1 1' 1 u. 13/%51N1 C INA0p 5 PDDrtioiNA D?-t1/41NtA6E CPO- cuLATIoNS A./REA bg * ici413 f1-t R0 . V2-193 VI 5 icf3 F — A 0 -st - 3s Ave 3+7— i (2,S) .= 85(00 3600 130v11)\= e _ 14- 137- 1103.49 z -7/2 38 HE 41 9 . BAT e. s E3) 12-4..plus € „A 5, 13,3 - ft QX1sING MAD MDT Vtle.L.UDED inl 7_ • --2 $65 Ft — 8560 = 1. 2-000 1000) ei 1 "7-.1" 2-1 fel _ Dc-1Vg.5 LOT $ , - _ _ _1,3 f.■c?,e .51 rs7. _ . 31t me. H.P. siz 43/4-536.05 : Sv./AL t.36,1.o5 e 0,98 svimes, L... 15.59 e ;.two 7._tz5 To E.R. 61-53.38 SviALE., L. t- 399 A3 e 0 .80 7 ° 115.•1 E 0.99 to 2.10 1 1 1 .5 INF.LE M‘DIL0N\ 5 1.1-1 /COD T101•1 DF-f-\INI AGE.. Ckl.-c.LILK11914S LOTS 2 Lo TS 3 UoT S 4s or 5 otS 6 t r 3 i . . . „ 1 ........ . , ., ..,— ,. ,, . . • • • , 1 s Qt.sw..ep • • • , •-• • 3 • 4 L) -- C`CY4 Pr-Iv/ELL- + 0 fr. sTogkc (1.0 No.. 12-193 B /93 KNO - 59 f f ere,N&rkT : ., ■1 2013 g , si" Diz,,Ge i?.eautizeD 5. WAL-e STor-4.52 I • 3 41. ,-,....-,, 5 -------- ,..... G - . .... A. ......_, 7 1 . 5 12 , I —.44-0..1 8 , - 4.. - _.!., .......„....3 ,.. s -------C.4..- , ,, ...c... 4 ...,,......._.. C 1— ..c,g..... . . co .., _,. 2 7 -(8 5) 0 8) .;., A 5, ..T-.,., 2. ..-(8 _AS 3 0 Fr, .(6, a) ( g)....„ .....71 -5 .0.00,Af Sr . 1 ..( 171 71 )( 1 $) -Y . \ 8 4 - 2, . (.: ■ eb) . ,....if,'A t.7. 0.0 isc-F-e C 0 B)_ .z 16 o , .fT 2. 6.P.P)0.5) 7, -1.85G .F.T. 436 f 1- 3 2.4-.7-„ 60 ft , a ,,,.... 4 4 r.7:- -, 3 ‘+ F T. 11.r.1: ....., _7:9_5._ -F. "S.,..- 3 . \ 33 f.T. 2,1 .4 .. ).t. 5.5. f.. (... 3 3 . 7/ 0 f _. , 79. FT. . .... @ 0 9sri. 3 09)(.I.98) t \ 3 1 rt 3 (61) (.1.3.8) tri.321,..f . .. .N.0)(\'`. ...]?-.. rt , 3 US2)( I .9.8)..h.. fT.•.. o 0 Bo% ( = 65 FT, 3 (149.)(1.98,= "2-11 eT. , ( IPS Fl. 1 1 1 .5 INF.LE M‘DIL0N\ 5 1.1-1 /COD T101•1 DF-f-\INI AGE.. Ckl.-c.LILK11914S LOTS 2 Lo TS 3 UoT S 4s or 5 otS 6 t r 3 i . . . „ 1 ........ . , ., ..,— ,. ,, . . • • • , 1 s Qt.sw..ep • • • , •-• • 3 • 4 L) -- C`CY4 Pr-Iv/ELL- + 0 fr. sTogkc (1.0 No.. 12-193 B /93 KNO - 59 f 1 1 P. 11( � � nfnrr?nlia tart �oPE R MAC 7 .. Ft %FT , .... ... , I rrrr�� 0. \3 13 : 5v{ Au . S w4{ -E Lop � �..... r loFs - l to= t0- b • CROS:- 5$CTIONAL hKEP OF SWAL6 . S • 5; ...... .. _ 3G4 / (2)(oij(4�9.) (zl(R)(36 1 . 0.q1 10 to? of pi-AvevIM Top of - 9 , g1V e wrY NoR M^�Lc7 Frv Sw A . - SLOPE _. M \D \L.OM - V p.DV 1"rlbN htN CPL- CU LPC(tMS E t3 BPSBMENT 1 . =r I t 5Wm -E BOTTOM 1 �` L9 1 �1 : 5 0 b y .. . i �� t (2�(A ).t (o - )�4') z 3,55 1 .01 .. .. . 0.4■ ... .. 2..00. R/w r S 5 N0. 1276= VIG /9s (Kw M) Como. euRB t. E1. Co NG. cur-5 C ROSS-SSC"ttoNAL ,' ,.- of SWALe 1 1 DATE = 1/18/93 PROJECT NAME = MIDILOME 8TU ADDITION DESCRIPTION = STORMWATER DRAINAGE I SV8HREA 1 = 1^31 ACRES SUBAREA 2 = 2,1 ACRES TOTAL AREA �� 3-41 ACRES � I bVFR|AND FLOW VALUES 1 1 1 1 1 1 1 Ct = .15 L = O N = .4 .01 CHANNEL FLOW VALUES L = 775 Z1 = 8.6 Z2 = 7.3 N = .3 8 = O S = .01 TD = .7092 COMPUTED VALUES DUR = 52.34 I10 = .66 010 = .9Y OA = .99 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN C S Nti ALS. \~ o15. /34 /S/‘/1 SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = ^438123167155 1 1 1 1 1 1 1 1 1 1 1 1 1 - 4- - L = - 21 = Z2 = B • = TD I DATE = .1/1E3/93 PROJECT NAME = MIDILOME BTH ADDITION II DESCRIPTION = STORMWATER DRAINAGE SUBAREA . 1 = .1 ACRES TOTAL AREA = .1 ACRES I I OVERLAND FLOW VALUES • = .15 L = N = .016 • = .01 I CHANNEL FLOW VALUES B3 . 172 36 . 016 0 . 008 . 1144 I COMPUTED •ALUEE3 DUR = 5.00 110 = 3.1E3 010= % 29 OA = .29 Ct4F-3 t pc o.5 z 0.V14-4 Q 0-2-9 t-fY 34 Q Q 3.0131 ATIONAL FORMULA 1-11/D101_0(3Y DESIGNER = K W VICNULK11‘.1 BASIN C (PAVT. ?oIrfl S1f¼. 2-t BATES V-l'ElCi&T of c■Ar-s DE..? ti of No Kr f s_ w oct for- z. h 0. 3. Ct1/4■-CALA C■Aga 0?Erin4G AT L.-DV 70 INT SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 0 ?ton os BATES DRn.ve. 1)1 Lai" 9 1 DRIVEWAY LOT 7 ft -'.-- o. o6 DFtvE H 0.1144 0/2-3 0.5 2.443 3 ft. • 6 IN, tE.er le:>AS IN D MUD1 LoM S F.DDI VR-PINAGe CAL-C4LATEONIS RD, 1 1/t5/13 (I<WM) 111 - — 2. T . 0 1 1 9 t 21.47. 2. (42.o,1-2)0g) = 7566 8-K T EC i. - 4 ?Mit S6 e\LL?.-1 li •:._17 CE175)7- m _3_12,..1..___ - _____, \ . - IN Ft r (E!cl 8 T - COI::: ---- I 0 2- ■ I. •"2_ I 14 . 2. 000 -i loot)) f T. 2- ... 11._-- z \:3 t 2.t 7 - 3+,13 9 Ft I. 0.19 kc..... - ------------ -- - - trAt"v■otks ks_ 13.17 -- 34 c 95,6s VT. __ z&p_ Mg 4 2 0 9 STORAGE 1 13 9 fT /2 = 545 12 t htt 5 51 @ Cs 1> R 6+13.99 To ... SWA.L BATES DR. E...R.• 5+01.82- ip 1 1- 2.5 : S 23s,5 0.5e. - F-A. - 1)“45- - to swAL-. \- __E S. 0 10_.1-.:F.J-V_3f1-.66 L 9ti e 0 A SIN1 1111 ------ . - 1 "0.1 S tvl RI' wkLE sTogkGE STORAGe-----4----fonm-LkaLe. Iza.Quti.t.t) . . ___ .■..2.cy,_3.________2_1_-___ I . . _.(..1.5A)Cts)_a_2.7_118_.el,.._. 2:-.:_z*._..t-___t i_3_ _V.I._ E. 0 . Bo 3 (.4.9 • 3 - ce ( ': 'to a t.oD'It• 3 t # 7... _ (2. 2)(2.2(0 5) n F T . lo Ro tiS a. - It 2 ._( 3.5_9 !L 56 .f..."5.! I o-rs tt to 3 ._.______' f I.:._ 35 f 3 I l ois to 1 1 ' ■ \___, , .. - t.:(71 .- -: 9 - _ISL.a.c.K._a i • 1 P ___p_ r (1 t ..._6.1 7 „__fi l l... II_ fl :1:2_1 F T. 2 ey 13, t 39 (i) 59-5 .:___________._5_44_9 _ft" 0.13 ACIF...E. 2.2.9 ft. 3 1 MIDILoma 5 114 AD A.: CFNLCUL-KflOAS , - : 51 Se- AGE. RE DU ■?. ED : :' ) " 205 51012. z. V3 t3c1 fi. t 7. • 4 IN l = 54 --- . (2.0 cfs No 12153 '/t 6/93 otklrvibd U nrrrary lot' of vizvvewAY— • 1o'' t0 B5. 3'± 2 IWO M\DII-OME STN f•DD LT1oN pgi+tt4 CAI- cutPCt NS G.■sEMENT • 11 P N 0RMAt W F /F-r, To? o DRAvE R/w m„n;rnulg i l.If 51,o?E p.1313 si M L 1 4» �o CRoS:- S$c11oNAL (. Gzn( Z tzrw AF&E■ of S No. It 16 qtG /q3 (Kw r\) 0 GROSS- .CZIONm- f C6fs Of SWALE Co NC. euiLB Ci N., .... ,� ................ (2')( ( 3,55 T - sg mrrnAygh F r........:.,.oti ....:.. ......:..:. tool • o.4a 2,.00 DATE = 5/19/93 , ' . PROJECT NAME = MIDTLOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .79 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .7 SUBAREA 2.= 2.2 ACRES . SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 2.99 ACRES COMPOSITE RUNOFF COEFFICIENT = .340160515117 OVERLAND FLOW VALUES Ct = .15 L = 0 N - .4 S = .01 CHANNEL FLOW VALUES L = 532 Z1 = 8.6 Z2 = 7.3 ' SVvkLE N � .3 / LoIS\4r\�� " ` 0 v / �/ B — .02 TD = .674 COMPUTED VALUES DUR = 26.28 Il0 = 1 010 = DA =( 1.22 RATIONAL FORMULA HYDROLOGY DESIGNER = K N hCMULKIN BASIN 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 RATIONAL FORMULA HYDROLOGY DATE = 1/19/93 DESIGNER = K W MCMULKIN BASIN D (F(-VT.) PROJECT NAME = MIDILOME 8TH ADDITION CALc‘Auf.:TioNS To?.. cu.?.$ DPEmiNG AT Low PoiNT DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 - .13 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA .13 ACRES- • COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct ri .15 L = 0 N = 4 LOT 9 To pclAvemAY LOT ID - ol CHANNEL FLOW VALUES L 177 Z1 = .172 Z2 = 36 N = .016 9 = 0 .02? TD = ..1044 COMPUTED VALUES DLJR = 5.00 I10 = 3.18 010 ?: ) OA = ( .37 I /. (3), 3.081 3. (kit WC.Luves Fe/4.9T, D g,cr C..OUf AND SAT C5 -01‘f■ '2V--Ave-VifsY sic S P,S. izaum5 ' M S S 011.- VC. - Stac c1/4Ave-e o?S.NuAG AT LOW ? QINT STA. 1-k 34.66 BATES cocklaT ha 6" - 4 as' \-A a 0.1044 GI= 0.31 c-Fs Fog- 0,31 3.081 (6004 s : 4- ft 1t4mS (BB)(.'8) \584 = 86 (W6)(19) t 7.304. .L ■scio HEIGHT of 17SPTH OF WKTE.g fLowg.p...ce. x 0.21 0.6 3.55 FT. 6 ti. .Deer 5564 fl!" cM3 hc-tts 1 1 -. z z43+ - n. g G RAD14S 1'' 5 1 5 1 r T z uK 3. i N. -z 2.4 p..F.1. _ l2 tN• " 20$ " STORAGE • Roo fs 3 L9Ts C2ciao r Iovv FT.� 2 D DD ,FT._ vRwfiS t,eT P�rhY.e,KVtoHS. - 5/51 -t 9PDD i 751 ft D•34- Ac1=E 13A1/4s 1 N k "Z2S STORAGE RERUIRED : s-sl FT2 yK � 2 "IJ. _ 14 : FT•S _ ._ _ ... T Vf A 1. GRASS M11)11 -01 NT NDDI•TION DRAINAGE CALCULA'J"IoNS fT• N0,12183 1/t6/93 (KwM) 2 50, 1 04 - ti- z 33, 3.53 ft, 0.2 I AcKe. 1 1 _ I It o - CS146 \- 3 tot 5 . Lo.c.K..3_ . • : c.3 • 1 14111i)n...ome %tH /4,1),p■-c■onl 1 CALCUL-PCIONS NO. ral k/I9 /93 PAVS kl1/4 e 20g" --S7-OR - STORAGE ? at> : 1— D P-1 WE L. L. st D f-r S Po-e- 5to?-PsGe 13tv't 5 coup- Czo) 0.9 , i.o0 0)0 = 181 s ?ono 3 tt1.41. 1 tQ 1 :".A∎ OMB €. hDD ITIDN . bV-A1414.6E CALCuL4.1 topic.; 1.o-1 RIw l.o1 nog e). FT. /F .... .. .. i Sw A�.E SL OPE FE E 10 � CRo ::- 5?c oNPL hTtE• of SWkLE CiA0 )(429) t Cz0(Q= )( 0.91 No t216s k /IG /9s CKWrw%) CRo5=- 5ECt IDNhL M t' of SwkLE (2)(41.)(4Z7) * (1)(9:)(.C9j)'.1 (QS)(4t) Z 3.55. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 1/19/93 PROJECT NAME = MIDILOME: UTH ADDITION DESCRIPTION = STORMWAiTER DRAINAGE SUBAREA 1 = .34 ACRES SUBAREA 1 RUNOFF COEFFICIENT =_ .9 SUBAREA 2 = .81 ACRES SUBAREA 2.RUNOFF= COEFFICIENT = .15 TOTAL AREA = 1.15 ACRES CONFOSITE RUNOFF COEFFICIENT = .371739130435 OVERLAND FLOW VALUES Ct = .1`i L = 203 N = .4 9 _ .005 CHANNEL. FLOW VALUES L = 130 Z1 = 0.6 Z2 = 7.3 N = _ B = 0 Ei = .01 TD = .5946 COMPUTED VALUES DU; = 2.0.16 I10 = 1.44 010 = 0A RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMU_KIN BASIN E S LOTS - 7, 4,5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE= 1/19/9:' PROJECT NAME = MIDILOME OTH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .09 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .09 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES LL .15 L = N = = .01 CHANNEL FLOW VALUES L = 120 71 = 172 Z2 16 N = .016 0 • 9 = 023 TD .0901 COMPUTED VALUES DUR = 5.00 110 = 1.13 010 OA CLiV-5 OPENING Kt Low ?DINT h p.5 = 0.09oC = 0.26 Cf5 3, 3.0s1 (L.)0-k) fog 308 ( IONAL FORMULA HYDROLOGY—• DESIGNER = E( W MCMULKIN BASIN E (PAVT.) FtelGHI Of CURB De.?-rki of F L O W L o v4 R.Ale eoK Cv,F- 0?€NI f■T o W PT. ?hVT. ON if cottf f?-ory% Dgtv. -co pgivemihY 1...0T 6 zp,Ts c-t. (tts)(8) = 23o4 F-fautvis 86 cuL-De-5.-Ac 1 .-tht)(45i t z_ 15`10 STA. t-t-3+ 66 i 13A CoLkg.1" FA 0.090 o. t D.5 G2 0.2.61 L z 3 fl. 3,051(0.09ot) SAY : 4- fl". \nitys j 6 IN. b5SF) 398o Fi. 0.0c1 Acizs t Sfr.siN F tyy S eirk ADDriloki DRAINAGE c..AL.c..w.-A a NO. r2g k/16/9 (1<wm) -okts ticcrt JT r 6 L z 7956 t DDO zt 19 c/.5 z 044 AcTia ...Y....-. +MY. _ - p, cizi1/4ss 62_ — 9 50 - 4 3 1 r . :ft :t - 2- 3 3 z I IJIITTIIII 111 - • - • • •- •,- e N -s izeQ‘4\iz-e- 5A s pito" 1 LOT Slockc- f 1 .01 - 3 ti* f, f to-rs # 5 ' f5 Im 1 I F LocK 3 Mkv S m) t)og ANA CALCULATIONS 0 (93 )08) 16)41-__F (110)(03) t 3060 fl 0.01 ACRE. Cis)(1` 004)08) t 03 f 0 0 ±24a3 1z6 ft ... • ‘1/2.054 svikts s-rogAse . _ 3 - 19 5 6 FT III 3 4.: _____ ... _ .. 111 I z 332 T• I . . 2 - ) I - - n1 :3 E- 5 Ditivi ELL- -V o ¶1: S . NV, l2.153. k/161 0- So an 0 . 0 010 e 0.60 0.%09. 1 1 1 1 1 R .. O, ! 16� FT, /f T M ... ALS wA L • \3 E PS E•EN"f 10°^ To? of pRwEWPY TILNiya� - mogiviAL _. .. _.. WALE.. SLOPE ..... 10 M \p\I.OME ��N t.vv 1"1 tS PdtJ CALCULA'CItNS * R/w R 7y /7/77l7 0.0141 Ft/ft Tr o t p.\ �F DPE ...r m p. \3� 5L Co N � N Mf CuRS ‘04,t; . Q7� CROSS - SECTIONPL AFzEF OF SWALE (4.)(Q 1 a ll 5Whk.E BOTTOM 5 C12.o55— SEC1tDNPL FIE of S wALE S \ 5 q_ 5 C.:k;, �q� ................ (. )(0., .)(4. 7 .) t (2'(P )(.1.. ).t (.0')(4 0 ) oA!. z:oo NO. I.t 7 VtG /93 (Kw r\) t,cr fi 3.55 1 DATE = 1/18/91 PROJECT NAME = MIDILOME 8TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .f6 ACRES SUBAREA 2 = .98 ACRES TOTAL AREA = 1.44 ACRES COMPOSITE RUNOFF COEFFICIENT = .389583733137 OVERLAND FLOW VALUES Ct = .l5 L = 225 N = .4 � - .007 CHANNEL FLOW VALUES ::= = = = = = 137 2.6 7.3 .3 0 . 008 . 6B35 COMPUTED VALUES DUR = 20.49 I10 = 1.41 0.10 = QA = RATIONAL FORMULA HYDROLOGY wALS L 3k49 4 1- DESIGNER = K W RChULKIN BASIN F SUBAREA 1 RUNOFF COEFFICIENT SUBAREA 2 RUNOFF COEFFICIENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RATIONAL FORMULA HYDROLOGY DATE = 1/18/9 DESIGNER = K W MCIIULKIN BASIN F ' PROJECT NAME = MIDILOME BTH ADDITION I DESCRIPTION = STORMWATER DRAINAGE I SUBAREA 1 .07 ACRES SUBAREA 1 RUNUFF COEFFICIENT = ,9 TOTAL AREA = .07 ACRES---- COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES iNcLuVLS: ?FT. ou SATES pSt(J‘ fgom 4 C.), Ct = .15 DitwcmiKY Lota To t w rgNy L = 0 (lic l-IDT 3. N = . .0.1 016 L c c „st (105)(1'6)7- \ ScID f1: -,.. 0.05 pcp. . CHANNEL. FLOW VALUES' L = 107 Z1 = .177 Z2 = 36 N = .016 B = 0 .008 TD = .1 COMPUTED VALUES DUR = 5.00 110 = 3.10 0 OA c 20 ) Q z 3.1)81 0..)0-0 1 3.061 SAY cstz " 0.2.0 o .os k 0.10 z z 0.20 4 1 n 2,05 r'f. OPe..RING f■T L0V4 fsbINT STP... EA PRtNi = 6" =. (9.5. 1-1?-16i-l" of GuRILS 1 0.1 t/SFTH Of \tikt ET< a 7. 0.20 C-FS FLoWgFCCE. 3 -3s ,o-a( o.io) /.„ 3 fi Nni CD 6 IN, D‘EP CAL-CkAL.NT EON Fog CAA R45 Ca N G Low ?C:11111- 1 1— .3 4 6 H • . , • . • • • . . . .. ,. . • • 6 6 -3 " 'ET. 1 OT . . -A- - • t. (at 0)-(2 s) sago ET . • 7. t Lo t 0 20 5" 1 2_000 12.50 FT?' -- ■nwegviott 5 61til■SS M\PLo. EC P\VDIT ioN.1 tgfttt4fte C At- ■Q cgs , 83 067/3 \ Ac.Fte.. \ 6, 74.:712,5.2a....91 1....._ft. 9ToigAGE. FEQu\get) cxis ‘) ---N‘ 2 0 `6 "-- . STORAGE z 0 f INCLUDED tri 2,0s 3 met 1 1 1 .. 1- 1 1 1 .... r ■ 0 ■ 0 °- t0 MlD\L -OM• S p 10 rnoN 1DV. Alt1 & E CALCUt_Kt PONS -C o' Of p -\vewAY-m . O. 116 .. � rrc�T t :. NoR .. �.. FT. ........... F MqL SwA .4,E /S�'oPE O \3 l tom_ . 11014MPL ..._.. .. 1 Q .. . 1p% e _ . . 0 - - - -5tiC'ttONNL AREA of SWtiLE .. „iiWmitYIVn }::.. EPSEMENT D �Trrrtirt NORM .A.1 7 .... FT vFr .,...._...'��` �L S w., q3 l _ _ L .. a M. C{)(92 t (Z./(t - ( ) 5 .�4 ` � ( )( ( (Q )(� �• la. F( z • 1.01 ..... p,:ql • • • 5 W.L.E BOTTOM NO. 12163 l /lG /93 (Kwrl) Cla0 5s = 5ECt IDNAL AKEA of S WALE co NG. G. HF6 3.55 1 ' DATE = 1/19/93 DESIGNER = K: W MCPIULKIN PROJECT NAME: = 1111)1LOME. BTH ADDITION ' DESCRIPTION = STORMWATER DRAINAGE • SUBAREA 1 = .17 ACRES ' SUBAREA 2 = .22 ACHES TOTAL AREA = .39 ACRES I OVERLAND FLOW VALUES Ct =_ .15 L 48 } LoiS Z I N = .4 J\ = .005 ' CHANNEL FLOW VALUES 1 1 1 L = 40 —� N = .3 Z 1 = EL E, Z2 7.3 SW r�E B = — 01 S =_ . TD = .4255 S 1 COMPUTED VALUES DUR = 13.12 1 1 1 1 �1 1 1 1 110 =. 1.92 010 GA :_ 36 `—■T1ONAL FORMULA HYDROLOGY' _BASIN G SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .476923076923 DATE = 1/19/93 DESIGNER = K W MCNULK I N B AS IN G (F-(VT. ) PROJECT NAME = MIDI LOME STH ADD I T I ON CL C..‘A GfCt 0r4 Fo.. CLAWe 1 111 DESCR I PT I ON = STORMWATER DRA I NA•E • SUBAREA 1 = . 12 ACRES III TOTAL AREA = . 12 ACRES OVERLAND FLOW VALUES Ct = . 15 L = 0 N = .016 = .01 • 1 I CHANNEL FLOW VALUES L = 120 • Z1 = .172 Z2 = 50 • N 016 B = = .011 TD = .1017 1 • COMPUTED VALUES DUR = 5.00 110 = 3.10 • 010 = • OA 1 1 1 1 1 1 oPatittAG tsT Poit•IT; STA. 3 i - S c 1.91 - 1 BoWOtsH izokl) c$ 0.5' o.iotil z 0.34 c..f5 3i05 ( 0( h) 3•031 Fkr - -KAT I ONAL FORMULA HYDMDLOM g. DIEN ING AT Low fro/NT SUBAREA 1 RUNOFF COEFFICIENT = 9 COMPOSITE RUNOFF COEFF IC I ENT = . 9 • ttAcL■loes: ?ion. 00 c)\ ve 5 VI:" \kE\GIA of C..uf 0.10C/ '1:)? of ?LOW 0.20 ‘In O. s f L04.41,..Kce fop- o.34- _ • 3,1-v fl. S PY : 1- f T. wtt ; c IN. Pe.p 1 1 1 1 - 13Asusl fi \„..i Q (cs) f 0.S0 6 0 muvri....owe 31H (21/41)Dk-rior-4 DRAtNA CAL-C-ULINTIONS • A 1. B 0, 61 0,9 9 -44 Low ov Esc t2-13 542o (9±.1 1,22- 1 VAS t N D kriks CL-PAICET F-UNIOf F _ 0.62_ CAAEc-i= 1 --C3‘4 1 IN EVIALe ANt OVel?.1)?-\\IEW1.1.1.- - Depik -43vw .s_wal.e_ was .co,lcu,l0,-te_a k r_cates±. r_VOr■ off. Li Vey,/ i-ce . ov er d.r;v was coLle_vack-3/4 - gor basin swa(.-e._ provided wgs sAnct e 7b", _ -- tIne.re.ftre swate dep-i-k s -S fft'ci-evci basih avIci all otke.r bots;hs.. LiVtvvist, *t' Q. 8--e-ettel o dr v provided 8 WckS _ 1 -it/ y. kke , ove. _ bas ;in "D e-r a Yoi-e-waS 4 Q-P-±k- 's— — - swf-Ficie.h+ for >0\-S " h v■ a AM otker F? O C ■-s ±ke bas ;Pet vqi4k a bervhi Lfl _ Rs -3 , therefore khc de_p+In o +tow over \-- beirm was calcutafed ad -Fre_eboard Worksheet Name: midilome 8th Comment: Basin 'D' swale Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge Computed Results: Depth Velocity Flow Area Flow Top Width Wetted Perimeter Critical Depth Critical Slope Froude Number Triangular Channel Analysis & Design Open Channel - Uniform flow 8.54:1 (H:V) 7.27:1 (H:V) 0.030 0.0200 ft /ft 1.22 cfs 0.28 ft — 3.3G N. 1.90 fps 0.64 sf 4.51 ft 4.54 ft 0.27 ft 0.0258 ft /ft 0.89 (flow is Subcritical) 5 wa—E "DEPTH fgom - coy of 1)12\vvJf.Y ro BotTor-1 of SwALE = (0.0 INCHES CO INCN65 j 3.36 INCHES rgovrDEu REGthigeD ; I .e TREK-EFogEj OrA1 v, t ° rnetbari ,', (°' dipiiN al- Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: midilome 8th Comment: Basin 'D driveway Solve For Depth Given Input Data: Left Side Slope 14.93:1 (H:V) Right Side Slope 60.00:1 (H:V) Manning's n 0.016 Channel Slope 0.0200 ft /ft Discharge 1.22 cfs Computed Results: Depth 0.13 ft = 1.56 N. Velocity 2.07 fps Flow Area 0.59 sf Flow Top Width 9.39 ft Wetted Perimeter 9.40 ft Critical Depth 0.15 ft Critical Slope 0.0089 ft /ft Froude Number 1.46 (flow is Supercritical) t V1B ?itom To? of roR■vwKY To Cu TTE - RLINE = 2.0 INCHES TI DER- Efog., 2.0 INCHES > t.56 INCHES ?ROVIDEP ReQU■KE t,5&. K1,5 - Z,D3■Pi l Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 1 Trapezoidal Channel Analysis & Design Open Channel - Uniform flow ' Worksheet Name: midilome 8th ' Comment: Basin 'C' berm Solve For Depth 1 Given Input Data: Bottom Width 10.59 ft I Left Side Slope (H:V) Right Side Slope 8.54:1 (H:V) Manning's n 0.030 Channel Slope 0.0080 ft /ft ' Discharge 0.99 cfs Computed Results: 1 Depth 0.10 ft z L2o tNCN¢5 Velocity 0.90 fps Flow Area 1.10 sf I Flow Top Width ft Wetted Perimeter 12.14 ft Critical Depth 0.06 ft ' Critical Slope ft /ft Froude Number 0.52 (flow is Subcritical) i ' bS;PTH ?SZOV\ 'io? or ?. gv To To? of cu�g a 6,0 1NCt{c: ' "f lv•0 INCHES 7 1.20 INCHES O�Fy PRoviDED �€QUt>=P 1 Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 me tin 1111111 11•1 I • 0 I � s ortok SWALE SWALE $oTTO -- 4.14 -- 8. 5 1 1D 0 1.5 5 S v • r Z O 0 0 ▪ 3 w m w n • • = w 3 d 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Simpson Engineers. Inc. H 909 Argonne koad 926.1322 Spokane. WA 99212 TYPICAL SECTION DATA Roadway half width ENTER- -> '25 Road Name ENTER--; BONDISH ROAD Left or Right ENTER--> Right Curb Tvoe TYPE A COUNTY Station Interval ENTER--> 50 Proiect: auditoria 8th addition job ho.: 12781 . Oisc.Ho.: File Name: midi 14-Nav-93 07:24 AM MINIMUM MAXIMUM Curb EL, Curb EL. Edge Pave. CENTER t SLOPE EDGE DIST. % SLOPE EDGE DIST FROM 1-4.5% l-2% to Gutter LINE CENTER- PAVEMENT C/L 10 C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Design loo Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE % SLOPE TO CURB CURB HGTI CURB HGTI ED ELEV % GRADE % Grade 250.00 2013.45 2013.22 15.00 -1.53 0.00 10.00 2013.27 2013.52 2013.50 -2.20 o 300.00 2014.13 1.36 2013.90 15.20 -1.51 1.36 9.80 2013.96 2014.20 2014.00 -4.08 1.00 r D-- 350.00 2013.28 -1.70 2012.86 14.10 -2.98 -2.08 10.90 2012.87 2013.14 2013.10 -2.39 -1.80 3E60 400.00 2013.18 -0.20 2012.87 12.50 -2.48 0.02 12.50 2012.81 2013.12 2012.87 -4.00 -0.46 cu Re 450.00 2013.55 0.74 2013.37 12.40 -1.45 1.00 12.60 2013.30 2013.62 2013.31 -4.44 0.88 500.00 2014.15 1.20 2013.95 12.40 -1.61 1.16 12.60 2013.88 2014.20 2013.90 -4.37 1.18 550.00 2014.91 1.52 2014.80 12.10 -0.91 1.70 12.90 2014.72 2015.04 2014.81 -3.80 1.82 600.00 2015.87 1.92 2015.75 .11.70 -1.03 1.90 13.30 2015.65 2015.98 2015.76 -3.68 1.90 650.00 2016.91 2.08 2016.63 11.90 -2.35 1.76 13.10 2016.54 2016.87 2016.71 -3.21 1.90 700.00 2017.68 1.54 2017.44 12.20 . -1.97 1.62 12.80 2017.36 2011.68 2017.66. -2.19 1.80 750.00 2018.41 1.46 2018.31 12.10 -0.83 1.74 12.90 2018.23 2018.55 2018.45 -2.79 1.58 800.00 2019.17 1.52 2018.91 12.50 -2.08 1.20 12.50 2018.85 2019.16 2018.91 -4.00 0.92 850.00 2019.56 0.78 2019.26 12.60 -2.38 0.70 12.40 2019.20 2019.51 2019.2! -4.44 0.60 900.00 2019.81 0.50 2019.54 12.50 -2.16 0.56 12.50 2019.48 2019.79 2019.51 -4.24 0.60 950.00 2019.98 0.34 2019.69 12.90 -2.25 040 12.10 2019.65 2019.95 2019.81 -3.14 0.60 1000.00 2020.11 0.2o 2020.11 ERR 0.60 1012.16 2020.19 0.66 2020.18 ERR 0.58 - Eno CURB =.7152i. 7, Wu= MMMM EMEIE EMINAMENEWIMEMEN■M=EntaffEEME: - lailanagEnffi lila reas.. =n -t ntr_ aMa Tn. MEET .a '17MTE=4=IL Th ?w ______EILMFORWeatagiMEWBELEMMLNWreret smigisa —a= gassatim mcsagals - -=rtinrsark-ramm====== =am fflEara gaffialanli e tog WSWA --AST42 wsa =L.' at =4=1= = _ MM PaCiliaMEM min . - =2EMICEMErrEME zaWMEWSWEE MI - E • 'M.r Mr. r rinaS= • 111110611flSMOMII I /SNOB as NEENFMEMINE 4- • - ,. T •7.17-_".17 • . :cert'ECKED:, a _ ri d '"' • ‘"' • ••• Sc CY?: • , I t‘ ": v - • • ' St 7t. - -L-8,17,c0 cr= 23 --s•i 20 - LC> S *LS I: • • 3O 347 • 5 2 • _n 7 E-4 :s • 0 • : zr: , - • • , Sw Atp Cro 5 vr-Ca_cwc-3 • 7 ' -‘C-):0,01 -7(3.001.;-.1.7.1 • 1:1 1 • ' ci - • • • , •• . 0 C. las 1=2 -o ■ • 4-= ,•' S po \C-clukcz*., • • • - 7 - ••• " •-•. ; ' a *2-5 FZET: 1 _IT -Tr NOTE C0 cA.) 1 a A - • T TZ.:;•c • a s2 az 2 •: • • 2022 "" •,44, t it • • • t • , 1 *--• - - 2022, : 0 ..cs • . t , !•-• n C. • —V) '2023 • : • t* • ••• •••-' • • , • , '2•:•••,„ •••: - E., . . • • , • • .. • T i:_ 7 . , • - . - • --..• 4 ';;^ • • . 2022 20/3 : • ' •, "" .1 -5 . Er ...,-- ./. ::; .. - . ' --: - 4 . :5. .5 '.' 5 t ' 4 . - -- 'la ‘?, 5. ..e - 7 : 1 '' 5 1 '' ‘ '7 -; '':' ' 0.if :... . Z4 - - 5. • 5. I/ 20/J4 : '../..: . .;„ — — — — - >' • n ;J: 2026 '2627 '11,7 • eze.. • II? -- 4114":". , _ • • - , • 2028 • 4 7 .• • • • •■ 4 % • . m• Cultivatect, X 1! t •?! 2026 • • • .. 2009; 9 9 a 9 9 0 a 9 9 9 D 9 9 0 Z N 0 SPOKANE COUNTY, WASHINGTON — SHEET NUMBER 75 44 E. Joins sheet 66) t. °t3�. .rives h'r GniB ;�� 1 Mlle Scale 1:20000 t 0 5000 Feet Joins sheet 84) 0 0 N 1 1 ;': ;. r:�� Fpan� e; iP( iYlj 't'.j`�u } >t: ^.av`Su; ^g;a +•� �1 ri-f O 9� Z9 r� �\ lC > m l� Cvrb'.' , L' ;.. � I � -Lll MEI • / 1 ina!r /; /..t\ . _. i 1 1 i • • 7 ,0n :. ELEVATION ::.VIEW S.wALE....JMETAL . . M \Ply -OME l An Sr . +: e 3 ,) G t0 1 • I "" ' "' `r`' I / -�ivl IVLt v J wK IC SFw�c o • b , ELEVATION . V I E.W SWALE _ S:nsie 2' 8drrt'l•'.Drj 'ciI - 5p: C 'n.ir - Sid '.7. 4- -- - .'ev. ZCai-..S,0 • l -"r.C4 • L t O t t + -- YJouule ;Bert : pry.. ✓e /I _ ; 0 85 r:• ;� . . \ 5� - S . r6. • 1 e_ r iwr IIMPAMISMIN asi - rt Z - - nana: Eflin mi anwei 444 ft morn Sum IMO k7 — • A 1111_�' ® 1 w _ 1 � N a aai_ 6 ;. 01111r1 fs ' "�` Ia -t- PLATE PLAN -, . Malt 48 . #.4/40 111 • 1 1 1 • 1 1 1 1 1 I . .--:.:."..-':..,:.: ii:: -;"? , . .7C: '''' ' ;-n - r t: ...., 1 -. -? -:: • • : I • • • ..-. ; ,.,.,!.......,„.„ ...„„ .,,., „..„,„ :,. ‘......,..: ,.7c., r7-1:-j; .:;''''-'•'F.'...-:: -. - '''•• ". - .: ? F r I'Lli ' ..:,.. 7..“1 ._ .4 .i . -• ■ • • • . 5 '0'. I'. . '--- , .2 1. - -,:: .:1,4 1 • • • ' • • • 0 :- % : '; 7 t '; ••• c", • •"; l■ trCe Co . - . - • ....... „ ft. " • ,'- ) co - • 1 • • • ' • N , 1 " V: ;77 I Lt _*: C +77 _7+ .7".• 77= - n1C-Cr"-■. 1. r,"=„747=1, rt - tr, — 1 7 - .77.17 , r7t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , A 31 :03 rJ •AJ9 3.1099 I 4 23999 TWIA49 a3 • .A.2,U 141 3CA. - -- 1 - --'`—' r._: -# __ t- # � .. - }- . "- • :_ 1. _ _} ,... .._ - 1 _ {: - J : ' t 1- _i._ -1 __ _ (. __ i — _- _ t l _ 1 i + ` "Tirrt i 1 TiTI■ HI t i 1 11 ffl Thr TET II I c. I. _- ._ ++ . -, _'r -, ITH .. r - r C _ r = = .. t 17.-___4_.=2.1.29.:::-.. .. '222.=—_ 1 PH: j - rif • ` 7 J. t. _ ; - - t 1 1 i I ; !! + Wit! WIWiL F f ::1 !1;• •::: L! !. er I t!I! - } 4 LL :: it —11 7:1;11 •1.1 [Jfj1H.: 111 v.7 1 1 : • • r V j y I, 717,71 : .; '. ;Ili I, H11 . I ; ; ; , 1 11.4] [II I 1 �--. • _ It L' lir; IL w -HI. i t„ !•• i !;1:1,H •;!: w --y-r-nr---.--;,-,-----.- ... Hp !!1- tt.-,}i -i.- . z,..- . ‘i, -- • J.! ::,.. j I :!: HS' - F FI ' 1.0 .. iti4q LUJJ InU i i I T . TI 11 Kit-)IT iW I.II !I.! . 1 , " : 11IIILIIII i; is , i s! •! : !• ! , J 1 ill 1, ' III; i II ! iw i 1 ,!, ,, H h iht !I 1 H II III! WI Ili , ,-; 4 , I 171 IT,ITIT III / LI :s !, , P: i. ir r' c - •::7 1 , — ifIl - i• • 1: LI w ITFTiTJEL i iri I li: trr -Ptr rrr 1 t- 'I - I iii 1' 1! „i.:: ..,.. _ I ',II,Tri.: i HI 1;1 III: i! I 7- Qr 'il i 'SI: • ssi: ',41 Hs Ism Hi 'bI II! 'pH ,.,...,...,• ...._,, .,...: .:.._•..; ;4,, ; 4 ;:,: ,,:• 11 FT 11- 1Ti r LJiTt1 ...---„ J.) .,itt, 'I'r4. t 1 [ •Ts !;•: •14:: rpritt• 1;11 I L-• F� T_ IsT I i ' H71 17111 idh l � 1 l I C .. . LH! t , LLI TL J.4.4 { � 4-_ hill • s•S: T - 1: 1.1 11:1 ._ •111: { ',nth 17diclir,m _ F" _ z �._ . i,. �- t -- , .__ flTPTPIi iJLULIILI 1• 1 I I 11 11; i i l l_j r 1 'I , , 11. i s I 1 ,ii■ i s . :•; hss : i I 11 : 1 1 1 :1; ll'i 1t41 t;T: ;III, ijj 'fl 1V T itt sri ,11L',31!: —.;—. iT LI I,I; Hi; i l -ft, I i T f FI ,. ,.. •;:i III: IIII WI II-I • L 1 +if! filit 1111j 1.:Is 1111.1 1 441-I1 ,.1 t 1t I IT hill j?',111r [El [i Li •– ‘4 • • i ss; ;.! ; 1,7 ' 1 11.;—;._1.:-;4--1-.2.;—‘. ii... 1_ I III WI Hi IL ;IL III:; F pr-m: TT' ril , 711 IL': ;:i ' "! ilL H: j i _. j Iii i i ii Me .M H : Hi T 7 . 1 - Ii lliHi i i in ; i• 1 11 ;— 1 1 H. , HI III WI 1 : • 4- T:: , iII :TIT . i IL LW HI. rtrt 1[Illl_l Ili H1;11;1! - H -4.44 , ;:.• :Jil 11,! .1: •s, 'S: 'cr 7 41 :; . IlL11:4 ijji. : • ini :1 :! Hi L;1 1 . 4 'EssIs I ,.4 y i I III III ff II 1 ,1 1 ,11711 11 : 1 11 II II :_;.-I!IIIi. TV ju s, „1::1 srin y t om 1 i!il ill, illi WI - ;t, , il l I II •!1!:: 1 • —4 ..1: . J ' HI WI h,7-F j_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , A 31 :03 rJ •AJ9 3.1099 I 4 23999 TWIA49 a3 • .A.2,U 141 3CA. 1 1 1 1 1 1 1 • 1 .0 N i 1 1 _ '' SO' E ye a N Y 3S5 31 T= ,LN ./E N 0 f s DOU h\e rre i D rywcI l Spokane. wl �ti , c..vr" ��c Int + f o� I E . 0 Q 0 m 1 Q 3 0 0 Lc 3 1T~ 1AYE 0.00' SIr1 le Bar `raI k curb i Spo kahe. H. 0 �L)•0o` Dryweil t}Qr I r\ 1 t S +cL 4 0 0 N. _Stn Barrel Dry welI ll� wall Curb 4 j . +cr Ihle* Spol::fine_ Co. S4J- c 47 fl L Sccxtc . \'_ So' M1DILQ1v1E ADDITION. 57REE PROFILES DRAINAGE MAID: CLA.Rt I INC: t. N 935, r. i_'.0, . 1322 SPOKANE, \AcHIN 1ON DF+wN PY M.c. ✓ 1 , � I 1z � , l�. l `6'.5,` '.. 1.0. D?h \YlthG lcO. i MM =1 MMEMEWMMMMIMWEIMMIEN=MMOMMIMMOMMWAMMMM=InEMEMaan Ma ME M MO : M M m oi _ m_ m mmi � ► 6 ti mer ' �"" _"- ""ma _1' . -� ''_ MOM MAM wM. r 1MIMM MMMNM — - I MAM z i notilMORMMM mIllmm sar— - S-rda EM - _ate �' — S-_ - •-- -�� En narcraamt-firafffizantw -gam "ammon - -_ _ _.. C .tea t - ��.i.�`:L - tea =� 1T.'�•��YT.9 _ - -' �. -w. rv.��' - --. as= I q ; j mw n ' — m' -- sue' � 2. ancsrEstnikat EffinaeLI 63 -- mom �� - oe _ e T - g m mum _ _ 4..... Erw,§ EN Km ffe.Ea - _ + _ . w i r r e tieffigAmmampiima zga is mom 0 3TAJ5 4A19 347O59: `(61I519AA2J5 '0D 5I39A9 0 ?511A9AA3J07 • ". A.2 Ai Pit BoAM , MM tea _ - - - _ � - _ _ TE E LI is - - •__ .– ___. �. — _. -_.._. i .. � � _ - A 3TAJ9 NAJ9 :3111019 :o5. :23 lA95 TNt999- .A.2.11 "H!.9QAK RATIONAL FORMULA HYDROLOGY / DATE = 5/7/92 DESIGNER = K W MCMULKIN BASIN "A4- 44t4- i,='i:'.1" •PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE •SUBAREA' 1 = .96 ACRES SUBAREA ''2•= 2• ACRES •TOTAL AREA = 31 ACRES OVERLAND'FLOW VALUES 111 . Ct = It .= 600 • S = ..012 CHANNEL FLOW VALUES = C ,;TD = :0 COMPUTED VALUES DUR = 15.15 • I10 = 1.76 010 ' 14i OA = 1.0.122 SUBAREA 1 RUNOFF COEFFICIENT = 9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .36752265561 113.41 (°, 0. 01° R s" _ c 153. .35 ca l 81' — 3-too Et 049°4 1 o1. 6I a L041-90 ; 4159.8 3143.51 t6.35 0.60 tzs.5' @.I.tS „ 6f siN At P2 A3 69- WAID1LOfl\ 1 1"H FDpITION 51 DSAINAGE CAL- C.UL- A"CIONS ty0. ItSoo /92 (KWM) 1-07AL. _. 61,2.21 + 15 -i- 12 ,.92 .t 46,19P = 143 841 F?. • 32x9 I6, 109 ,I 4.4.0, t 1440.E - 6 7_ I F c• Z . -t 6X. 317_ 1 =i I`tz %o ••• 0.44 AEf=E -5 -1'...2 -.1 -co D . = ..I a., DOD FT•? Pizt , 300 r_loot" k 1000 t 3000 - 800 ff2 tmP>zv I : l y 160,_-t•_4440 t.41 1 1 = 43,236 FTt D•q9 nct E 1.1 �57_z t29,6o0 = 1 2: 2:3 - 5 AcgE 2.31 4 -7-o-g.... ( oRA66.g Q1A1iz61)_ 1 F t". — $01 FT3 \2 51 21 @ o.`16`4 BASIN - f''1-1 A7- - t A3 -t A Cg.o55-;6c TI NAC- AR EA . SWALE 4 )(o:s) ) 1.01 GF AND LENCaTH. of =WALE IF 6 FT. ANP L;Ovo) THEN SWALP t%i ..y I E TH UNION CT. Ave..! ,.07475 �oT A � . (-t•) A 1 . = LOT ( .,.. -. • STORAGE g QuIRED: YY111)I1,CmE ..1TH p N0. 1 Soo S•TO L%4WA'CES DIZAINAGE CAL-Cu LAT!DNS 5/ /9Z (I`vim) BPS IN A 1 BPS IN AI 0!- t 1.9 S F f •Z 0.9 1 CONSI FLAT OFWE= 90 F7• @ o. �O` - ■ C = 1 4 0 7 7 5 e T • @ 0. 8 0 `70 - ‘G, = 6z_ 110 FT• @ D.So`io_ t (0 , . l 4 1 00 FT• 0.6D`70 = 1,00 100 • i OD ') 208" STORAGE - 4 60 +( 0 -r 2G6, At A2 , A4 2 TYPE. "S ".D1-YWELLS + - TYF•a "P" (2.ocrS ouT) '.- (0.3 CFS sTOsAGti F\VAtLACjLE 0 ouT 30 FT. % 1.9B ft _ 5 f1 7c 928 F'L. > 80( . GI4 FT. , :3.55 F13 2 334 FT. S . FT? t.31 Cf5 (■f) •- 0.3 CfS (OuT)z 1.01 CE S CBYPASS) ®•9l CF: (IN) t 1-01 CF s (iu) z 2-.°+ cFs (N)• :. (0,1) • ...:73 1 :* " ear EN r7 ''''' ", SDP.,oF. pl�wE WA' • re NPIZMA L FT/FT w. 60STOM:: _._ _._.__ ............._.....:...yam BASEwIENT ;. 1 • • MIDI 01\6g.'. . t DPITION "20$" gt∎iNP.GE.. tp — GLII_ATIDr1S '.... CR.oSS -. SECTIDNAL FREA OP SWAGE • • — +I - : 0 x 3 6 - 11 )' I,yf FT. tool 00161F LLSOO 0 S N 0 - j:V r t-i - Lr { 2 1- , 5 /11/92- / 'poop - Ba1rom II�Y /� ,c'itll ,mum:_.l'ptft2LENG F.T. ( NTEryDF ON @ f 9 .9 0/ - tom" L' ..A D Z / E c u� r r J s. � • ■• CROSS-SECTIoNFL AREA DF swm. - : 1. i 5 93 l x o . (D -4. ) 0.48 2•DD' G c 1 1 1 RATIONAL. FORMULA HYDROLOGY 'DATE = 6/29/92 DESIGNER = K W MCMULK:IN BASIN "A" PAVT. PROJECT NAME = MIDILOME 7TH ADDITION 'DESCRIPTION = STORMWATER DRAINAGE 'SUBAREA 1 = .44 ACRES SUBAREA 1 RUNOFF COEFFICIENT =- TOTAL AREA = .44 ACRES -. COMPOSITE RUNOFF COEFFICIENT =- .9 'OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 6 = .01 'CHANNEL FLOW VALUES 1 i L = 708 71 = .172 7' = _6 N = .016 B = 0 S = .01 TD = .1838 "'COMPUTED VALUES „OUR = 6.34 I10 =- 2.87 ' Q10 = 1.14 .QA = 1.14 1 1 1 . 1 1 1 � 1 QZ L- - INCLUVSS PAV'i. ON 40TH f•04 'T. opt UNIO .9 I.YE./ 31 AV E. "IG UNION C"t_ CT. CvR� OP /aT LoW ?01NT 1 E..1. 4 +59.86 j LINIDri CT. h t - " = 0.5 VtEIGH"i of Cu R F1.=, D,1835 DEPTH I:� of wFT K 0.1S:6 0.s Q z l.l'f C F5 f LOW (ZATE 3.081 (1 -:)(N) If h Q 1,14' - 4.6c1 FT fo« 0 DrKES�tor.l 3.081 (NU�' 307 (0j 3g) /t SAY'. 5 FT- 4JIDS 6 IN, DEEP L 1 • AREA �oTal_ <O`I 2-2-1 F-r 2 l A ?M _. (.17-1,5t t 14) (V6) = 3 1 -- I (15`.49 - IS ty8)(1?,) z 2,9`!6 tit I �I$o Cugg RADIUS Fi-t-n @ 40 AVE. — 88.98 cuRB KADIus FILL -ET e cuL -SAC = 65, 08 8369' 04)65) = 133 1 (It)(45) = _I- rS- 1-0-, J z o.vo sc.F4 " D3 T. 7 0,1 0 1 A c_ 1 1 1 1 ASIN "flu A R cm ‘0 j A \vnF�RVloys z $ 1' 5 020 t 3000 i 20$ 5T0KACaE .REQutfcEP = 99 it MtPLLoN E — j"1"H AoplTl0t4 JToRtv∎v4 TE.FF. Cp,1.C1■L•TlCN1S L • oR1vES = 3 �01s c°_ Z000 ?1s ` LoT l ODD FT. - • LoT O N a 5000 et"- LI`I59,4C 7o,2: -- 3000 FT. 11 1 '14. 0 ve FTz 11,960_ 51,221 • aRA55 = . 69 --.y4, ac9_ 52;856 Fz, 0.4.1 1,-7_1 f,CF-a_ 1.18 % IN, i 8° 5.7.4.1- E PVAILABLE z 110 - 16 = `I9 Ft- ►•3.55 FT" = 334 FT. c Rw E 4 r 15 fT - hy , 100 FT. 1c. 1. zr 198 FT" x\01 CC. 532. FT' 532 415. /or. 1 1 to 1 • BAsiN V\A‘PU-OVIne - p.1. -210E-WIWA1eic pfaAlrit.6e Cm_Cut-kTioNs 0 r't t 2.0D0 fli - (o00 l - t -r- _1000 VI A Vic-NS \PAP”-v.io A_ *Cot. 41-er0 11,0 FT. 0.25 t t.c.e in• 3 "ZoS SIDIZAGa g -CZCLIF "" -1+4.° ---- 0. FT- - ZoS" SToizi\Ge-- POIA\ LAER-C._ 7/.5 .622p Lc' f t,FWE. Nt o. 1 2 .5 Co 5I5/9? Cr-w Aic ■z3 > 6 0 -OK 1 1 1 1 1 1 1 1 1 . 1 l 1 1 1 . 1 1 ADDITION S Pgf•INIF6E BeNst N "Ps' - - co - cht. z 17- 530)(1b) 11-1-0 .t c)CD eT:A. ( sha/c17_ /7\ - _ F.T.` .0 el A 614. jt9fl try i t ?MB S tsVA1_ _A_-e. E31 c- SO I ‘6 •=1- VIE FT z- . t2 , 1 FT' 3 - Pv-wc 60 ay.. • ' • 1 1 165. -42 1211(20)- $ a. LS 1 z i5C.02 - Nl. 'al ° I° 0-4:30-qc 113.41 1 153. , 1 - 1 t I yvl ■DtLo 1 irc o 1.1 No. L7_530 Fe- w KTe.s. p gAIN h6 c_p. 0 Ns E. /.5 /c1- (icw en) t\ 46 t 70 _ aczt;Bs 2 c l LS 11W 7-oo X f I 7 . 1-27 2- 0 - r_e.ovo /1/4 ‘Th jou: _ 7. c)...2 , 22_9 o 7- 4 E 6 z ca, 2 Do ft o,(05 kc fc.t A. I • ' ". a 0 9 4 Sio .F..0W.F,.1:)..=.... 6:3.9.P. FT . it . /z. ii . _ . _. - . 26 6 ..r T.. 4. 1 .. I . . _ .A_.Y.INi .._fs:g4-.5- c- 9_2 I_C2 i --:. :1 4 ii< .`1/5 fk ;- 4_1 12. twi , , . ,. vg\VE. • . . • I . e_xc.5..s wih_t_3E, 5:Toitep ini ar-cc.:11 Al, Ka 33 @ 0.6 ` DY CFCLAND ‘4 e 0-90 N _ _ of of 589'47'00 "E 85.00' Curb `I Open\ 5 tG'wide, CD ° d -ep St... G +84 99.41' 85.00' 80.28' 127.69' Dry \Type P` Grate ,Type 3 }�`Standord Rig Bowdish Rd. Elev. 2+ 12 Drainage. S8613'14 "E 533.7 91.29' 85.00'''`` 5+33 S89'47'00 "E 198.50' Sodded Earth Berm / across Swo.1e, Sta. 5+53 1 �( / / 61.67' L �- Driveway Do •i• :arrel D tat Frame # Gr 5• 0 kar\e. Count ta. 1-1 ■5? - co? of Grate, i El , . atm. t +t$,:25' Sta. 14'43,25' c6 To of Grate v p � Drainage Pon 9 � vh�S' DETAIL ELECTRICAL TRANSFORMER IN i t I NOTE Ele.ctrico.\ Power Trans 6\\0,11: be o, rnir\imum of _10 •Feet -From drywetts. 95.00' �■ 10 MIDILOME 85.00' 1 "Drywel ,Type 8 e T Grate, T 3 uv\ty Standard 25' Left, 38 Ave. e, E \ev: 20 \43 85.00' Driveways GRAPHIC SCALE 25 50 100 �• FEET ) 1 inch V ADDITION DRAINAGE SWALE 85.00' -- o -D... e :arre• C e. al Frame Spokane_. Cozen Sta. 2-t 15 25' \ Sta.' Z t5 , 25' r Dou.\e Barrel Drywell, Tc l3 Met .1 Frame c Grate, Type 3 Spo a a a Y\e. County SkAd�d 5ta. 5tO5, 25' LeFt 38 Aver To of Grate -, Elev. 2015 q± p w. o o0 co � q. T , 0 t — Existin Barrel BLOCK 8 180.06' Easement Swale• Concrete 'Apron ' length of "curb cvrt . (and 3' w ide x 4 th;ck) END VIEW : 734.95' TYPICAL SECTION: BERM ACROSS DR NO SCALE Top' f ear-th berm (3'vvide at t Covered with grass. sod 228.35' \' \ Slope, min. / 3: I Slope, ma.x. from 'top of berm to bottom of Swale '. ywells,Type B •te.,T\yPe 3 Standard g t, Bates C+ ev. 2o\0 Bates C. L ft Bates C. EI ev. 2010 ds, ottom E „ev. 20103 Curb Openings 4 wide, G deep Sta.. 1+34.66, low pt. 1e..-it and ri9ht m Top Curb DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 1 Varies Developer Transition TYPICAL DRYWELL LOCATION NO SCALE 5.5 1.5 LEGEND = Ora Bo -.s Boundar = RvnofF Flow OireCt�on = Drywe.\\ = Earth Berm in Swale Drivewa TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE R/w , 1s 10' B.S 33 FT /Ft DRAWN BY 0.01C0 CHECKED BY Swale Bottom TYPICAL SECTION DRAINAGE SWALE, 4' WIDE Concrete Curb Swale Bottom 1. 1 S \ope,m\n• / 3'1 Sto?e., max. r trorn top of driveway - to bottom of swate Concrete Curb STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left LOT 5, BLOCK DRAINAGE MAP FOR .. DRAWING NO. A PLAT IN A PORTION OF THE NE 1/4 OF SE C. 33, T25N, R44 E WM SPOKANE COUNTY, WASHINGTON Founded 1946 1§`i m son E ine ers Inc. CIVIL ENGINEERS & . LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 RECEIVED' FEB 01 1993 U ��; Euzinsortz PROJECT NO. 3 OF 3 ; , 12 783 FEB 01 '19 TOP LEFT 6 Q CURVE DATA a= 95 ° 5341" R = 410.00' L = 686.21' T = 454.51' Sodded across 9e Easement - 2 5' • 180.73' Ear*h Berm Swale, Sta. 5-153 0 VROF /LE ; 2 Si :le Ba, et DrywellType A MD a F -avne. Grm ?e. 3 Spoko.r\" County 5konclorct S 3-i- 9 , 28 Righ d. To? of Gra Eiev. zoiz GRAPHIC SCAT,E (INFEET) 1 inch = 50 ft o,o0 /.too 2. +00 4 ref Drywel\s,Type- S b YYte r Grate , Type 3 a( Coun - t_y 5- tondard i , 25' \e-F Drive' t5 25' rig'nt, BQ'tes Drive - Grate Etev. 2o1\�t 3 +00 4O / /4 / x i3 / / 7 +00 8 +00 HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE WTELEDYNE PRINTED IN U.S.A. i O \ Double Sar1 ' Dryweit,T3?e B Me-to.l Frame# Grate, T� 3 SPoko ne. County Sto ndo.rd i i es �t 5 25 Le t, 3B f'\ve. / e "'K o Grocte.� Elev. 2ot5�6 o- CURB LINE CURVE 0 A = 85 0803" R = 20.00 L= 29.72' T= 18.37 A 0 85 °25' 25'' R= 20.00 L= 29.82' T 18.46 /4\ /x=106 °3016 R = 20.00 L= 37. 18' T= 26.79' 80.00' \� sR= 20.00' T = 20.11' L = 31.53' 99.41' 94.13' 115.64' Doubt Barret Dryriett,T -13 M-t Frames r Grx.te,`T 3 Spot<arie CoUYItv 5 t -d s 0 25 Left', 38 ?N P Top of Gra E1ev. 2016'? JJ 1 0 2 co v o O o 2 ` o o rn M O _ 0 ! h: /J z z 9+00 0100 1#o0 38TH S89 "1 85.00' to 13' 85.00' 85.00' Dra'enage. - -- 85.00' brainage. 85.00' 85.00' 85.00' 74.36' Double Barret Drywell,Type 8- Me Frame ' Caraate, TyQe 3 Spoko.ne County Standard 5 S-to5 25' Le Top o 6ra Zot5 w w 0 ro o i2 4 6 M AVENUE r 3 eo'sement 85.00' 85.00' 80.28' 43.17' S89 47'00 E 198.50; Sodcte.d Earth Berm across Swale, Sta. 5 +53 533.75' 4 GRAPHIC SCALE (IN FEET ) 1 inch = 50 ft. 61.67' 93.92' 91.29' ' ' ?` = 107'58'5 5 \ R = 20.00' T = 27.52' / L = 37.69' 1 5T ° M ATF -f- ?ONb o��m Jl'IDE owS / gus Ta 'DiaYu�6t.t� / o A l.0 W 5 (�01 N`r ' 0 / f '1[ i1I' :i a ..T7!!.�� /�� f_i■ #■i' .I1 -----k ' _____ i ;iit� ��Ul1�i�t'��I sftZ1�.:Ti�j!•T�JIl.2" ■__■ - .J� �- = ©r.:�.�c:��a� �ifrri�n��s� MENNEN .1ft -'Jri�� i� \/'MME �i1!!q<�r1�1 ►� _______9C�JIi8.1� 4 .. r11tiiU ■ilirtailt� -' ` 9l'�� f/ I1 ��J i J l■s: L - hi j r . 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" c• �J.'��lir:� • ��G.l�.�_� ��l�O�T 1. '1 1 1�� ---- Q>l�- �r'r - -- _ !■fly • h��ill��l►� L+� i . I -=.- � /�� a��sM • 4_Il��.7i�i1�1l� ■L��L��11l.'til• 11ri: . il ■1_f ��1fEiN�rl� IS�3.cir:7�s17 . ,Tii<.TZT:l/ ��il71.111%1 l�� 7�Jfl•� Y__________ -ice - --� -------.fl ii r ■ -!-_y .e \ i) �■ -. �.__. -te &a - - -�� iiilii�i��■ ■��rJ�-_ �� 1 __________________ ■ v%- ��■ ��•I �..�. /_1 ►q�!/�/_S:<:�rjV�■:/:�!l1:�Rtrr - ■ F / �i�fii��lt/Jt/h' c�6T7� ..�[?7i1t13.Tii■�Ti''• _�� -� - r_.�r.. i.�.r tvar�icarr.r.' �r�ii-■ =f lv i I isa�� :��lzrr��■ 95.00' I E)clstin9 Singte Barr +l Drywall rainage. v IDILOME — 85.00' I Drywall, T g e T Grate, T 3 unty Stondo.rd 25' L e 38 Ave. e, Elev. Zo\8 L twE ADDITION ,85 85.00' Dou Met Sp? Sta. To \e Barrel Drywe\ \, T B \ Frame c Grate, T y pe 3 one Co\Anty S tandatd 5+o5, 25' Le-ft,38TI Ave. o-f Grate -, E \ev. 2015 �6 99.41' 80.00' +25 S89'47'00'E 85.00' 127.69' Drivewa ar l Frame ne Cock 3 +95, 2 oi Grate S89 "E 198.50' Sodded Earth Berm across Swale, Sta. 5 +53 .61.67' 80.28' 11.69 361. d5c. • p . 533.7 85.00' Drainage O _ b O Z -D... e Zarre_1 Drwelis e \ F rame # Grate Spokane. Cour\ Sta Sta. 2+ \S, 25' \ •Vt E3 Sta. 2_+15 , 25' r :c o To . a e, E tev. 2 201 co_ 3 II rn E Easement 0 S8613'1 4"E 5+ 33.15 S� 3 '36'25 "E(R) 180.06' N 85 55 29 E N 85 51'21"E (R) Driveway ` . m NI __ IN ism mu 734.95' arre.l D fiat Frame Gr okav\e. Cov,Y\ty -ta. 1 +3o,z5' Rif i 30 z5' Rig Top of Grate, 1✓lev cb* sta. 1+ Is , 2 S' S I 4 To o Grate, E\ Dra\nage Ponds, /S y T g - te ,Ty pe 3 •E Standard t, Bates C+ 2 0\o L t },Bates C- ft Bates ev Zoto$O ott om EIeV. 2010 228.35' 01 01 rl r +I N m v 0 a d (0 o 0 m DETAIL: ELECTRICAL TRANSFORMER IN 50 10' I O' DRAINAGE gl'3U LDING SST 13' Dra.no.9e Swale_ Electrical over Transformers shall be a vninimum o \O feet from drywalls. r Curb OPenir\. - a.3+8 4 fit. w1- , G \nc.\-es deep GRAPHIC SCALE 25 50 100 1 inch = SWALE E \ectr■ca\ Power Trans Cone. Curb Pavement 37TH---, -�� 200 Con c. Curb Stree-t (P.spha\ Pavement) E ____ n9 le. -✓ Il _ --- -'I II o1 v; - N Op I t l 1 TYPICAL SECTION: END VIEW : E osement Eiectrica\ Power Trans-Vormer '53 Concrete Apron -For length o'f curb cut (and 3 ' wide x 4' thick) S \oPe Breaks` - 1 BERM ACROSS DR NO SCALE Top o'f earth berm (3 at t,p covered wi sod E SWA L \.\ stope,vnrn /3; Slope,max. from *op of berm to', bottom of swo.\e Curb Cut \10,ries Slope- iZ : l (min.) Down from Gutte:r L Curb ---jf T I i I As ph a \ L v — —� DETAIL: CURB INLET, TYPE 1 SIDE : 3 9 2014 Top Curb \ 7 10 ti \ DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS tW\FAc.T, Transition ,A 3' v\i` Sod TYPICAL DRYWELL LOCATION NO SCALE 10.0 Deve toper L Or\ s i ewas) 6" 5.5 _ LEGEND Drivew Date o Eosr-t Berm in wake. TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' Ce.rne.nt Concrete TYPICAL SECTION : DRAINAGE SWALE, 4 WIDE DRAWN BY CHECKED BY -crow\ to? driveway to bottom oc swale Swale 5ottom DRAINAGE MAP FOR Concrete Cchrb LOT 5, Founded 1946 DATE DRAWING NO. DAIL 3 OF 3 RECEIVED FT GI 19:9'3 C17,0,3, FgErrifigg MIDILOME 8TH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SEC.33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON 'impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.9 09 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 PROJECT NO. 12 783 1 41 vs 111 Street DE AI CURB STA. 't ; tiyi g DryWe11 c.avate opening under -ence, 13' wide C `+ntrwc.-t Curb Ope.'11"5 \v1 e:Xlsking curb 13' Wide., ta deep ; s ta. t +l5 -tD 1 +28, 4o1" Aver LOCATION 0 : Ave , 'L+ Ution 5*., L*. Uniovt St. 4o!- Ave., L1 40 Ave. Lt 40TH : Ct. , Lt. 4oTt C 4 0T vk CA- R+. 4o_H Ct. j get 40 C-1-. , 461'H Ave.., UvCioiet cA•. ,(fit• Union C-t. , Lt. 401 Ave.,R + 40 Ave., Rt. 40m. Ave..., R+• 4-oT Ave., Rt. 4 0 - rH lye; 40TH Ave. , Rt. Ave., Rt. 40TH Ave., R-t. U nion "Ct., Rt: ETAI PLAN .' VIEW` (i nee OF DRIVEWAYS ( c. 16 DRIVEWAY ) Sta.. 3+2.8 Sta. 1+05 Sta. 1 + OS - Sta. 1+72 Sta. 8 +91 Sta. 1 +25 -- - Curb Sta. 2. -Fos - - Curb 5 2+21 -- Sta. 1+33 - - - - -- Sta.. 0 +95 - - -- Sta. 8+07 - - -- St 3 +81 - - -- - Sta..3 +77 Sta. 4 +77 Sta. 3.-1.98 -- - - -- St a. '3 + IS - - -- - Sta. 8* 84 -- - -- Sta. 9 +6,1 30' S0.n\tar =»gross/ Egress 1 2' +o 3' . ELECTRICAL Easemen • Developer Swale R/w Electrical Power Transformer Cone. Curb Asphalt Pavement) i1 : OPENiNG 1a' TO 1 +28, 40TH: AVE. Io' 7'_ Ground Sta. 11 + 8G Sta. 12+6,2 Sta. 13+0$ Sta.: 3+01 0 N 61 Sewer o Easement 15' Asphalt Concrete Pavement Cto,ss "S " , 2. Covnpac Depth Asphalt Content 531 to G 4% Spec.) Crushed Surfacing ,Top 'Course 4" Covrpacte_d Depth {W:S.D.o.T. Spee_) TRANSFORMER IN DRAINAGE ..,SWALE Date NOTE.: E.tectricoal Power Tro.ns-Forrners shall _be. o, minimum o-F 10 - feet "rom drywetls. 2 \ \ Lot 3, Block 1 Lot 4 Block 1 Lot 9, Block 2. Lot S, Block 2. Lot 7 , Block 2 L o 6 Block. 2. Lot 5 , Block 2 Lot 3, BlockZ Lot 2_, Block Lot '1 , Block 2 Lot 13, Block 3 Lot IZ Bloc k 3 Lot G , Block 3 Lot 5 , Block 3 Lot 4, Block 3 Lot 3 ;Block 3 Lot 14, Block 3 Lot 15, Block 3 Lot I - 1, Block 3 Lot 18, Block 3 Lot 19, Block3 Lot 11 ) Block TYPICAL SECTION : ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 - ►rt•p,, -- - Drainage Swale q / w 4 wide Drainage Swo/e See 'Sheet 3 of 3 for - t" pical Section / Sodded Earth Berm sta G +00 Z - Double' .•o.rret Drywelts,Type B Me-to \ F • me. Grate,Tee 3 Spokane. our\t;y Stand&. -d 1 4 Stoo. G-t. 35, 2S' Left 40TH d Sta. G tG5, 25' Le , 4. Top of Grote Elev. Z Single Barrel Dr.gwetl , pe A Metal game T Gra +e, -( Spok. ne Cour�t Stand Sta. 0+50, 25' Le.ft,�10 To of Grate , E tev. 2.0 Double Barret Drywetl,-i t3 s-tp.. - 1+S5, 25' Left ,40 \ve.. • -co - of Grate. , lev. 2 iogs rat Curb Cut wide, G' deer - 13 59, righ >and left - I1 Ste Barret Drwl,Ty pe A at Fravne 4 Grate_ „Type. 3 okane County Standard a. 13 -1 , Z5' Right,4o Ave p Grate., Elev. 2010 / 10' 13` SIDE VIEW I 5` 0 ; w F- 1- Q' 0 z Sod \ END VIEW: N ?I' \ N \ \ fa r N \ \ a \ \ t% �o \ _ar+h Berm - ta.4 +15 C Curb Cu*, Sta, +2.3 160' wide, G "deep N4' 0 N Per- 3- • 2to3' Electrical Power Transformer j Conc. Curb c- Pa.v em e. nt Constru 13' .e 1ST N ,\ Curb Openn S \ G' wide , a' deep @ E.R. 0 +38 5 10 %,� \ \ ' \ \ � \ / \ Single Barret Drywett,T - tat frame 4 Groat Type Tpe 3 S y \ Me Spokane Coun tan dard s . 5+5 o6 rate, Right, 40 Ave. Top o Grate Ete.v. 20k0- Sooldeci Earth Berm, Sto..5+55 -' Curb Cut, Sta.. 5+G3 16' wlde, G" deep 2- Poubte. Barret Drywel s , Type B Metal Frame T Grate , Pe 3 Spokane- County Stan o.rd 9-t G + 25, 25' Right, 40 Ave. Sta. 4 +45, 25' Le.ff, Unio Ct-. To of Grate, Etev. Zoo9 81 7 4 wide Drat age- Swale z_ /`� __.- See Sheet 3 of 3-For c,/ ----- 12 � 5ectiori e i \ \ b,, crY 5G.41 "29.os .-' Q TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top oi earth berm (3 wine of top) covered with grass sod 1:1 Slope. m\n - / 3 1 51ope, From top of berm +o bot of Swale • 11 a SIDE: $D 1 +28 058 s t o) 01 IT t 1. (6 • a 123 5ingl•° Metal Siooka Sta. 4+ Top of v( ? 7 1.k Stope,raiy1 . 3:1 Slope, max. 3' r ------3- I 1 o- I / / 12 Curb Opening 5'wide., 60" deep @ E.R. 4+ Gio.45, right E.R. 4- i-59.8G, lef-F Barrel Drywe.tl ,Type A Frame T Grate. ,-(•pe. 3 e. County Standard 5) 2.5' Right, Union ate , Elev. 2009 1 t-uz- \eZe • \ ti \ X \ \ \ \\ ...* \ UNPLATTED Covtcrete. Apron for lev, cR curb cut 3' wide x 4'-thick / Curb Cut ... IN / \ y Varnes , / Asphalt -Z N Slope Breaks / / / / / o-/ Double ABarrel Dr wells , Ty Fe B ,' f. <7' Metal Frame 4 - Grate ) 7 - Fe, 3 9 Spokane County S -rd .'4 S-ta. 4+ 10; 2 5 ' L ) 4 . (/ Top of Grate. , Ete.v. 20 It 65 Sto.. Si- Is, zs' Left, 4o H Me S 0+50, 25' Left, Unio f St Top o Grate, Elev. ZOO 41 5 14A 8 wi•e:,Drainage,5wale See Sheet 3 0 3 'For Typical Section 13 1 TYPICAL DRYWELL LOCATION NO SCALE oo . \ • PLAN Sod '\ \ 11 � \ N N \\ N \ S\n to E—ME-t■nB 9 Barre\ Drywell 1 \4f 3 —411 14 = G Slope. 12: t CYvtin Down -rom Gutter L- 10.0 5.5 1 Drywetl E.Xisting Curb Cut 5' wide, 8" deep E.R. 5+30.13 9 A V EN l 1 ftt ®r r to E Top Curb 1.5 15 11 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE 11 1 io — + . \ P T: 9194.39 �. -- -- High Point Sta, 10 +50 3' Tro.nsit.Ion u-1 tlne..- TYPICAL STA. 4 +80, 40T4 a1 tri d o 1B 105.00 16 DRAINAGE MAP • Dr \ve.way 0 Nt 2.5 t$ 0 I 0 u co i 2.5 18 0) varies 1 SECTION: DRAINAGE SWALE, a' WIDE AVE. TO STA. 0 +90, UNION ST. LOT 4, BLOCK 1 13' 7' o. k- F1' /F Jj l 2 I I I I L Drivewas, 6," "Curb Openings, G" 10 Curb Operitn9 i , i °° �f �3 `E - a� �0 . , - @) Curb Opening 3'wide, 6"deep Midpoint 17 3' m - -. 9- Transit 'ion 1 to 8' OL 2 • t3 E as = rne.nk .. 4.5 AVENUE I 3 gIDIL.OME 6TH ADDITIbN 1 BASI X13' Drain 7TH ADDITION 1.5 ti o• Swale Bottom flat Bottom , SV Elev. Z0%022 Sodded Earth S +a. 11 +41 51ope Existing Barret 3 se.r 4` wide, 'Drainage Swale. See Sheet 3 of 3 -For _ /- Typical Section G' 222:44 t _ 260.44 P.G. il3•to9.39 365.44 Cons 4` 1 4 \ Gernert* Concrete. Dr\veway / 1 1 I---- t5.€ � 6 i / / t4 1 / rae � Doubiel Dryw It II Si Metal Frarne Orate- Type 3 Curb Cut, Sto..12.+41 TYPICAL SECTION . DRAINAGE SWALE NO SCALE 0' 13 RAN Swale Bo TYPICAL SECTION: DRAINAGE SWALE dit' WIDE STA. 0+90, STA. 12+49 13' UNION ST. TO STA. TO STA. 13+60, 40TH oi • 10' I 6 k9 4 1 (11 o 11 14 / DRAWN BY CHECKED BY Swo.te. Bottom at slope of curb CE S AND DRIVEWAY CoyNcreke Curb 50 DATE DATE Founded 1946 Li 3 i22- LOT I BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT 8, BLOCK 3 MID1LOME 6TH ADD. S le in Feet 50 100 e impson Engtneers, Inc. DRAWING NO. CIVIL ENGINEERS 8t LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE WA 99212 PH 926-1322 N End of Swa1ak., Sta.13+ PROJECT NO. Construct loo Asphalt Toper, 5ta. 2 +50 +o Sta. 3 +50 wi 4" wide, white painted - Fog \one, at \2 - Prowl edge o pavement on taper. Be \n Cemen+ Co cr ete Cv r_b, Cype A� 51, .3t4S.7ro (nose curb down in \2' ) Curb 0penin9 4 wide, 8 deep Sta. 3+89.94 (0 Double Bor Dr�vte\\,Type B Meto\ Frame # Gra�te.,Type 3 Spokone County Standard 5ta. 3+95 28 Right, Sowdish Rd. Tog O Grote E \ ev . Z 0 UZ- 135.00, SOO'11'05 "W PRoF/ Ex. SEWER MN 160.00 T = 20.1 L = 31. Curb • d R/w D•to, EX /STING PAVEMENT ,, CRUSE /ED DEPTH (R� = 20.00 T= 19.90' 1 L = 31.32' Curb and R!w Data 6 BOWDISH N 0020'50 "E 2" ASPHALT CONCRETE P/-7VEM(NT CLASS B CDMI )CTED DEPT// , ASPHALT CONTENT 53A.% TO rvY47 C WSDL7 SPEC.) 47.48' New 1,z /w TYPICAL SECTION BOWDISH ROAD NO SCALE) SU.4FACING TO!' COURSE, COMPACTED ( WSDor SPEC) Drainage 342.40' 104.89' Easement 125.00' S00 3'00 "W VAR /ES 2% To TYPE "A" PORTLAND CEMENT CONCRETE CURB , 5PCKANE C UN rY ST/?t/z'/'RD. = 9019' = 21 .10' T = 0.11' = 31.53' Curb and ?-/w Da-to. — PT -- /FT Swa \e !� = 8940'50 — `R . 3 = 20.00' T = 19.89' L = 31.30' Curb and R/W Data Cvrb Opening 5' wide, 8 deep 0.F R. 0144.79 Uoub \e Barre.\ Dryweli,T B Metal Frame ? Grote,Type. 3 Spokane County Skandard S o+ 40, z5' Le. , 38tH Ave. To of Grate -, E\ev. 2• 134.84 N OO'13' 00 "E .1\6 —T S WALE 324.84 PORTLAND CEMENT CONCRETE CURB 7TPE:4" SPOKANE CbW/ STANDARD TYPICAL 1n9 ur End C em eni Cor,tre\e CurbVpe Sta. \0+1216 Curb Open + - kco wlde, G" de' 5-to.. 1 l•—:L-0o fl 5PNALT 'CONCRETE PAVEMENT CLASS L3 Z "COMPACTED DEPTH ASPNAIT CONTENT 5W/ To ' (w.S.D.a.T. SPEC.) CRUSHED SUR,-ACING TOP COURSE " COMP/?TED DEPT// ( W. 5 .D. O. r. SPC. ) CURB LINE CURVE DATA Al A = 85°08'03 54 °13'27" R = 20.00 20.00 L = 29.72' 18. 93' T = 18.37 10.24 — - .1373fy AFT 5wA LE DRR1N/QGE SWALE r TOP OF SOD SWALE AREA TD BE SODDED BY EACH HOME BUILDER. Sod' cC Earth Berm a.Cro55 Swale, Sta, 5153 96.00' ro � BATES ' S471 3'58 "E(R) -, 96.00' A =95 5341" R :410.00 L = 686.21 T = 454:51 GRAPHIC SCALE 1 inch = 50 ft. 3 — Ooub \e Barrel Drywetls, ype Metal Frame T C�.rote,T,pe 3 Spokane County Sta do.rd Sto.. \-k30, Right, 80 Ct. Z Top o Gra E.tev. . olo$ °� Sta. \ +18, Z5 L f t, Bates C1. s 1 k43 e Sates Ct. ToP o'F ra't'e, £ ev. 2-0t0 o G $ —o c Pra�Y\a9e Po ds Bottovn £lev. zoto — % \S , Dr a'na / 9e Curb Openings 4 wide, a" deep Sto. t +34. G6, (ow p \e -Ft and right 198.19' S48 "E(R) mm ■`li�llll�tG , �Tli ©� ciil ©1cTl:wizi ©■�� 1t171�16�11i�AClulir'� u� ��l ia111a� �� _;1i 'I _11•R/i7�_�� III— i'�t!i1f7L�Clrl��lfv ZEN!" —�� u i gR -�r•�� i'� ': L�l N�1� 'rti "��i�i'�►1ii i�i>Rii ��E'in.Gil -�R- ��u'L�ii - Gi' aL' I: i�a'�i•�Tiisi�•7,7r:L�."•l?:5�� Ei'i�1i'i1LL Ril1i�L'i:i:i■Y�IL'iitil�� i�rt i:ri'��a•�� - -� — 0mF .A • • � ��C. ��NI■i�71.��7�llt■A��9t'i� 11��Ci.1?•Il�=di: O1;1� —� cj ©� ��iGf___�i_l/•7�_1_ ; Ca�� 7��si1110�t_�R111i�L7[�� I I�J■�7!Ilr.�ll�� m mrv v. m lv, i '��t _-- ��r1s[:1.T.l: ■11.... G' 317 :�1L"'1:�7!�ri.� =-- - ..�n..�� .... _____________________�_ MavIu' 1 0 �11R� ©� ��.�i,rzr��iira�•r:c�� 1�R�IRIIR!�5111�1L! _ �_ �_ r�� "�� 111•i�Li11111ii�llli ii�7ii �>,i — � tSJC�h jIRi5 _ _ -1 _1•� V� ■■ta��Y7C�[fiL�� ',IC'��N�S31i1• LillT� II .1�itit1• --.-,— - .s 1 •►Y1■II1I•I 1V11 _ ��M1 1 1l■�ri►'I ��.5.�� jl.�� ., .._��..' •� 1OR1'a•11WASMWJW11_ ._•MI =lW_JWAI■0LWA �� MN�• %L�d .. iii■'" ��i'Ll11�•� �•.►•... rrAr ' 1��47L 1 13��r�_!f�'O�G[�1�71►�� 1�■ l�J li[ �Jt►7�!�►1�1'�I�i�i�I_I /i7t�il, M BA M� ________ 1 __. -- . . _ ---- �■ - . r *l��'!�'R1'!*!!V'�.v;v • "— AWNIIMlk:ll1I kPII !Ir'llF:4 4l wmiAiJ ■ - -iltiii�� nRW11lillAfR ■22 =01 �f��111"�t'1'.�1►19"4� I ' & . 3t0O 41 5 +00 to +oO 7 *00 8 +00 9i+0 io + HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE WTELEDYNE PRINTED IN U.S.A..`; 5/2 / 'l3 f llb� RECEIVED 95.00' S89'47'00E 0 0 85.00' 85.00' 533.7 99.41' 80.28' Driveways Dra.iriosge_ .00' .• to' • ': • A 85.00' 1e. Barrel Dr yvsre,k\ ) Tt e. ;3 \ Frame. 4- Grate, m oone. Cov,n-ty 5-taxida . 5+05 *2-5' Le-CA P.ve. of Grate-, Ekev. 20k5 6 .-i' 14.1 11.1 co to o o co o o 11 - E.o.sernerrt 85.00' rne_nt b 0 S861314"E 91.29' S71'48'05"E(R) 5 61.67' S8947'00E 198.50' g1 -- )Sock8.ed Earth Berm across Swake, Sta. 5+53 'Driveway 85.00' DrTNett ) 5 e Grate. 3 Standard 25' Le 35T Ave. e., 2003 1 .85.00' 106.03' 85.00' 113.63' N89 Do.), Met Spo Sta. To 180.06' 228.35' o. y Fro lT e. oko.irke. Cov,rx Stosyldm.rc! 3o C-t. e S t8 zst L it ,Bo.tes C. Jr 25 Bo. C*. • T v o r iD os\ o yl - V o,s G e. r i at on e- 8)s EA e o `i t .. t z oyyi ot 0 E .' z . r.1 - 9 . te\t. 2.010.2 6 N 9 • ( C LAY 1 0 Ope.Y1111 1141(te. ) 63 Cie.f.lp Xi°, 5) A co DETAIL: ELECTRICAL TRANSFORMER 11 II 30 ' 50 10' NOTE 0 25 13' Svvale_ 1 2 S89°47 E. ).)ston.3 5 a1ectr-;e0,1 'ov'er Trans £x\ O 'minimum of 10 feet - Vrorn drywells. = MIDILOME ■Arb Ope-nir\s, 5-tcx. 3A 4 -Vt. 8" inches dee? 50 100 ( IN FEET 1 inch = 50 ft. BLOCK 3 GRAPHIC SCALE IN DRAINAGE ADDITION 3 370.00' 200 SWALE Elecirica1 Power Z 3' Trans-For mer Conc. Curb Pavement 4 1 BLOCK 8 ,497 •■•••,.. , = -------------- - T ------------------ ----------------- gar+ Dell £t S‘)g. e. Sarre l Drywell 147917' 00E. 117.58 END VIEW : Easerrten+ Swoske.-- RAN Line-} Electrica1 'Power 1 I2 Transformer t Coyle. Curb Stree't (Asphalt Pavement) 3 7 TH-- -ALEN 734.95' Concrete Apron or lens-1 oi c.v.rb cut (and 3' wide '.4' Curb Curb Cu-vi 1 I \ I Var es -cf IL__ Slope. 12:k (rntn) 'Down - From Gul 13 rea DETAIL: CURB INLET, TYPE 1 ___, - \ 7 , _... ....--------- \ \ \ 1 ,-- 1 - 1 1 \ : (1 // ! 1 \ 1 t \ 3 i 1 1 2 \ \ \ \ \ -PA CO I i A \D\\\()\ x ' i \ \ \ \ \\--°'' i TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE "T'op o'f earth. berm (3' \mide at to? Covered with grass sod Skope,m'm / 3;1 Slope,max.. from - top berm to bottom o e.rk‘vAss 4' we 8`Iclee‘: 5•\•o... -1- 34.66 , 10\N pi'. leRt anck rk 5 0 .... ......--c ..-- \ ....A ...- • \ ....- ...- ..-- ..-- \ ..- 0 r 3 LiJ 0 5 8 9 5 \°Pe-)Ync''' Stope,‘ S DE • 0 - To? Curb 1' 2014 7 10 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS -c >- "Transttion „.„ Gutter Tie so, \ \ \ / \ \ ...c / \ \ / \ \ , \ / \ \ ,. \ /. \ \ / ''' ,••• V , „ . ... 7- - -1 1 \ ...-- ..-- \ \ Dr\re..mo. curb Openins Vories 11111111MIIIIIMP Developer AL- - Drywe_11 Trans \tiort Drrewas, 6" Cv,rb Openinss, TYPICAL DRYWELL LOCATION NO SCALE 10.0 .5.5 LEGEND = Dro\ ae o Bos.5 0\1 ▪ guYNo Flow = Ear-th 'Berm in Swale = Dri.rewa 1.5 Date 0 QJ QJ u.1 0. 0667 FT. /f-r op Cement CovIcrete Driveway TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE To 10' 10' \ . 3 ( 13 o-F Driveway 0.0667 177F \ 7 //Y/k` '1'333 F ./FT. wos au/t C/7- MI) CoutoNeff agegort ,e6intip./ wo,1 e Bo tto S10?e,min / 3'.1Slo?e, max. - crow' - to? driveway - to bottom czt swoe, TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE RA DRAWN BY CHECKED BY 8.5' 8.5 Normal swoe. soe. (.5' 1.5 Swale Bottom DRAINAGE MAP FOR DATE DATE AC, GcleeF, ctAr cu_ CovIcr eta Cvrb Conc_r eke Cv.rb STA. 4+30 TO STA. 5+05 , 38TH AVE., Left LOT 5, BLOCK I Fti(ospt RECEIVED M AY ' 2 6 1993 SPOKANE COUNTY ENG1141E.E8‘ &vvi MIDILOME 8TH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SEC.33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON Founded 1946 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 DRAWING NO. 3 OF 3 PROJECT NO. 12 78 3 5/2-21'/473 85.00' 85.00' 80.28' ,. --- Double Meta Spok. S+o.. To 2012 Driveways Dra.ina3e_ 85.00' 1e Barrel Drywe\\, Tc B ■ Frame :IF Grate, "r ape. County S*ar\da 5to5, 25' Left,38 Ave. of Grata, Efev. 2o\5 G6 S86'13'1 4"E E. o.s e -n 85.00' to td •— 91.29' S89'47'00 "E Sodded across 61.67' 113.63' Drainage_ Easement 180.06' 2 012 Drama ent �- Driveway arrel D ta\ Frame Gr oko.ne. Co'nnt .to,. 1.43Q, z5' Rig Top of Grate, 'Etc S i + 18 25' Sta. 1 -i- 43, 25' Ftl To o'F Grate, \ p Drainage Pond 0\'") 4 welts, Ty Pe B to ,Type 3 Standard 'Bakes C*. zo\o 8o f t , Bates C-t. ft, Sates C*. ev. So Zolo — ottom Elev. 20103 96.89' 95.00' H.P. I 106.03' GRAPHIC SCALE 85.00' Dou Met Spy Sta To 734.95' 228.35' TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 1;1 Slope,min. / 3 I Slope, ma.x. From - top o. berm to bottom of Swale Curb Openivt9 4 8 "dee sta.. t 34.66 ,1 lef and right 001 r t o +oo 37 TH Curb Opening 16' wide. 6," deep Sta. 9 +94 DETAIL ELECTRICAL TRANSFORMER IN DRAINAGE SWALE s d r d -- W SFokan C Sto, O+ 4 0, Top o-F 'Gros co urb pipe - H. Iwide 13' S wat e. NOTE Electrical Power shall be. o, minimum of 10 - Feet from dryweits. S89'47'00'E 1 Transformers MIDILOME Double 1Barre_1Drywe.11 , T g Metal F a e i Grate, T 3 un* Standard 25' Left, 38 Ave. e, Etev. Zo18 'v\g E.R. 0f 44 , g inches deep Drairto.9e 85.00' ( IN FEET ) 1 inch = 50 ft BLOCK 3 85.00' 2 37T 1-- - -A 4UE -- ADDITION 370.00' N89'48'55 "W E \ectricai Power Trans-For er ConC. Curb i r Pavement 200 a 'm 147 Q, j) 0 Sarre\ Drywell BLOCK 8 2 to 3 0 "E 11 ' 58 END VIEW : Eo.Sement Conc. Curb - Street (Asphalt Pavement) -- -------------- - ------------------ r ----------------- --- - - - - -- ------- - - - - - III : � \� I T--- - - - - -- T- - - - - -- 11. Exist'�no, II O / Existing Single Barr4t Drywell , S\n9le \ 1 I\ Q Swale Electrica\ Power Transformer Concrete. Apron for length of curb cut an x 4t d 3' wide " hick') Gurb --> -- _ II 1 1 Ii I wi II v; 7p; 11 I 1 0 II I 1 1 P31 III 1 1 ' 53 ° E M■ Curb Cut \ 1 \/0.Y' eS \ AsPhall Z� \ S \ope Breaks DETAIL: CURB \ L O Slope. 12:1 - (min.') Down frorn` Gut ter r 0 0 co J 0 J 0 5 3' 3 8 9 3:1 S \ope,max. 0 \ 2014 Top Cr ub 7 _-k 10 \ \ DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 3 C Trans \tfort \ - - - -- \\ — Y 1 \\ y' i -_, 1 1 \ i \ -- -A sod \ \ Developer Driveway T Curb Opening Gutter line \ Varies TYPICAL DRYWELL LOCATION NO SCALE 10.0 Curb Oper\rt5s, 5.5 LEGEND Date 1.5 R Flow D1re.c Ear 'n Berm in SvvaIe. TYPICAL SECTION : DRAINAGE SWALE, 4' WIDE TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE kelfeld DRAWN BY CHECKED BY DATE DATE DRAINAGE MAP FOR Cortcrete Coorb LOT 5, BLOCK I MIDILOME 8TH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SEC.33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON Founded 1946 6 impson Engineers, Inc. CIVIL ENGINEERS 8c LAND SURVEYORS N. 909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 RECEIVED MAY 2 b 1993 SPOKANE COUNlY ENGINEER DRAWING NO. 3 OF 3 PROJECT NO. 12 78 3 4o Ave-. Union St. , Lt. Uniovl 5+. R.. 4o T" Ave. , Lt. 4oT" Ave. 1-a. 4oTH Gt. ,.Lt. 40TH C-1--., L. 40Th G +. , R F. 40 Ct. , R �. 4o Ct. , Rt. 451. Ave. , Rt. Union C Kt. Union Ct.) Lt. 4o Ave. , Rt. 1-0TH Ave., Rt. 40 Pave. 'R+. 40Th Ave. Rt. 40 1 e. Fzt. 40TH. Ave. R-t. 4o Ave: , R. +O1•4 Ave.. Rt. Union Ct. , R.-t. DETAIL: CURB OPENING STA. 1 +15 TO 1 +28, 40TH AVE. Existin Wood Fence Excavate '. opening under -ence,'3'wide R/w Ground Construct Curb Opening in existing curb 13' wide, G" deep • S-ta. 1 +15 -to 1 +ZS 40TH Ave sta. 1 l t SG Sta. 1-2 +G2 Sta. 13+0S Sto.. 3+01 -'-�Tjr!/tfgll ASpha\t Concrete Pavement Class "8 " Z" Covnpacted Depth Asphal=t Content 51.4.% -to 6, (W.s.D.o.T. Spec.) Crushed Surfacing OUT Course 4" Compacted 1De! (w.S.D.OT. Spec.) TRANSFORMER IN DRAINAGE SWALE l0' 1-0 ( C. 16' DRIVEWAY) Sta. 3 + Z8 Sta. 1+05 Sta. .*O5 St a. 7+12. Sta. Sk91 Sta. 1+.2-S Curb Sta. 2-to8 Curb- Sto,. 2 +2 Sto,. t +33 Sta. 0 +95 std. S +07 51o.. 3+81 S . 3 + 7 7 Sta. 4 +77 Sta. 3-1-98 Sta. Sta. 8-1-84 S 9 +G1 TYPICAL SECTION: ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 30` So (\ ;kory N m Sewer =ngreas/ Egress o o Easement 15' J 15' NOTE Electrical Power Transformers shall be o, minimum of i - Feet 'From drywet \s. 4 N \ \ / N x / \3 0 \ \ o p►3 \ \ 5 od d art+ 13erm,. +IS C. Curb , Sta +23 \\ N lc ' wid G "deep \ N4 0 N. 5 \ Single Barrel Drywell,T - A Metal Frame_ 4 SpoKane Coun Sta. 5.50 To? o Grate Sodded Earth Berm, Sto,.5 +55 sta. 5+G3 deep 2 Double. Barret DrTk4e.I s Metat Frame 4 Grate , SpoKane. County 5-t Si G +25 25' Right 40 Sta.. 4 +45, 25' Left, Uvtto To of Grate, Etev. Zoos 222.44 Double. Barret Dr Metal Frame # Spokane County St 5-ta. 4+ lo, 25' Left, 4 Toe of Grate. Elev. zo Sta.. 5 +15, 25' Left, 40 Sta.. Ot50, Z5' Left, Un o Top of Grate, E l ev. 2o'( 5 IA' ' 4)-- • 8 v41 e_,Drainage wale See Sheet 3 for Typical Section / • 10 • wide, Drainage ' Swo/e See - Sheet 3 o-f 3 for' T Section Sodded Earth Berm Sta Got Oo Z- Do■ble : arrel Drywells B M eta\ F • me_ T Gra 3 Spokane ouvt 5tovtdbF d S-ta. G-t3S, Z5' Left, 4oTH Sta.. G 165,' Z5' Le.-ft , 4 1 Toe of Grote E1ev.Z i25 411/ welts , Type ) 3 Y\ lord zH Ave. i " Ave 5 41 Single Barrel Drywel1,T Pe A Metal Frame TGrate �j' e 3 spolc' ne Count Stored rd Sta. 0-1 , 25' Left, 40TH Court Top of Gratte. , Etev. 20 \2 Doable Barret Drywetl,'' e_ Stp.. 7 +85, z5' Left ,4oTH p B "co of Grate , E,lev_ Z. 1 / 7 13' Sas= men* Sodded Earth Berm Sta_. it +4? 4 wide, Drainage Swale See Sheet 3 o-F 3 for Typical Section Double Sorrel D ywelt ;Type B Meta\ Frame �Glrate,T 3 Spokane Count16 Standard 8 sta. 12-1-2$, 25' eft, 40T'+ Ave. Top Grate , Eke_ . Zo t l 3� Sta. 12+33 / 5 added Earth Berm /Curb opening 1\ U 3'vwide,6 dee? 0 +38,46H Court . \i \. AVENu .�- '�-- 1 , � � J . I v N� 1- IA A M. co N op 0 — U Lot 3, Block Lot 4, BiocK 1 Lot 9, Block 2. Lot S, Block Z Lot 7 ,Block 2 Lot G i Block Z Lot 5 ,Block 2 Lot 3, BiocKZ Lot 2, B \oc,k Z Lot 1 , Block 2 Lot 13 Blocck 3 Lot 12, Slock 3 Lot Co , Block 3 Lot 5 , Block 3 Lot 4 , Block 3 Lot 3 , Block 3 Lot l4 Block 3 Lot 15, Block 3 SIDE VIEW v 2:1-0 NO SCALE Electrical Power Transformer Conc. Curb TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE Top of earth berm'(3'wide at top) covered with grass sod Corts 13' w . e Slope,min -/3:\ Slope - max.. From.' +op of bervn + bottom of swale 3:1 Slope,max. !� 3 �l / z V 12 Curb Opening 5'wide, deep e E.R. 4+66.45, right @ E.R. 4 +59.86, left Barrel w ,Type Frame ' Dr Gr y ate ett ,Type 3 A e. County Standard 5,`25' Right, Uvtiovi Ct. ate. E.1ev. 2009 UNPLATTED \\ \ ti \ \ \ / A N N / /EXis SwlSte Barre\ Dr5well� Slope- 12 :1 Down'-From Gutter TYPICAL DRYWELL LOCATION NO SCALE Top Curb High Point Sta. lot 50 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE Transition DRAINAGE MAP Varies AVENUE TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4 +80, 40TH AVE. TO STA. 0 +90, UNION ST. LOT 4, BLOCK I 5. 13' 7' m.c t < G' O • .e $ • ,` 4.5 e - o 2 9 � D F a . F�' 1 Swa\e 'Bot'tom Flat Bottom , 1'io Slope Elev. 2010° 2oi� Cons Jxt Curb Gut 4' w rde G" deeP -- 13 +59, riSh >aY,d left 9 Si o Barrel Dryw t)Typ A •M: a F ravne�cCziraie,Ty P e 3 S • o kavte. County 5tavtcio,rd S 0 . 1 + 7o , ZS` Right,4o'T Ave. T' Grate., Elev. 2oto • TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE Normal Swale Slope Swa\e Bottom 1 :1 Slope,vnin./ 3!1 Slope, max. - Frovn top of driveway to bottom of swate TYPICAL SECTION: DRAINAGE SWALE , 4 WIDE STA. 0 +79, 40TH CT. TO STA. 12 +32, 40TH AVE. STA. 5 +62, 40TH AVE. TO STA.3 +92, UNION CT. STA. 0 +90, UNION ST. TO STA. 7 +47, 40TH STA. 12 +49 TO STA. 13 +60, 40TH AVE., Left 3 10 0.' 8.5' 4 -' - Concre=te Curb wide G' deer, curb cut LOT 1 , BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT 8, BLOCK 3 MIDILOME 6TH AD 50 1 _ gevised tDrive.wa Loco +ns For 4 �f\c t , Lot 1 , Block 2 ) oc 4�2 i Lot io G , ' Block 3 Founded 1946 ® zm son E ineers Irw • CIVIL ENGINEERS &LAND =. SURVEYOI N.909 ARGONNE ROAD SPOKANE, WA 99212 PH.' 926 -1322 ROdEC Concrete Apron �or iev,3th of curb cut 3` wide x 4" thick ' t Dou Barr l`A et a\ , F ra Spokan ' C Sto.. To? o f lGr 1 co M C� Gurb ape 3 -+. 8e Inver E\ c _13' 95.00' Curb Open‘ 9 16' wide, 6 " d -e.p @ Sta. 6 +S4 'Invert Elev. 2 99.41' � 85.00' 80.28' Double Meta\ Spok Sta.. To ar 'F rame ne Coy, 3+95, 3 of Grate Driveways 106.03' Drainage BASIN 85.00' Imo. • e e-to.l Fro. SQokane.. C Sta. 2+15,2 st Z*15,2 "Co • • �' o 113.63' le 'Barrel Dryv e\ \, Type B l Frame T Grate, T9 Fe 3 ° ne. County Standard . 5•r05, 25' Le-f+ 38TH Ave.• o•1: Grate -, Elev. 2015 w w 0 0 m O r 4 to r - rn Z 0 't - 4 wide S -ta 4 Drain +30 +o. 61.67' S89'47'00 "E 198.50' Sodded Earth Berm across Swale, Sta. 5+53 es 'rive S71'48'05 "E(R) 4t .il \�s Drainage. Easement • 3'" Openin '25 M•P. wide, 8" deep Invert Elev. 20 \5 162.59 N 85 55 29 E N 85 51'21"E (R) �-- Driveway arrel D tat Frame Gr okane. County t0. 1 +30,2S' Rig To? of Grate, Elev. Sta. 14-18, 2S'. L Sta. 1 + 4 - 3 , 2 . 5 L . To? o-F Grate, El � p Drainage Ponds) c / S ' ywel\s,Type'! te- ,Type 3 Standard t, Bates Ct 20\o f t , Bates Ct. •Ft, Sates Ct. ev. 2010 oi" Slav . 2010- C Curb Openings 4 wide 8 "deep @ sta. \ A , low pt. \e-"1 a right P I nve rt E \ev. 2o►o$2 85.00' Drywetl, Type. e 4 GrateTyP un Stan 25' Left, 38 ve• w e, Elev. Z018 v o 2 4 a 4T M O Drainage- 85.00' Dou Met 5po 5"k—a. To 180.06' Curb Cu? / Varies �� Asphalt Z�\ S\ope Breaks 228.35' of r - f 0 +00 ~ l 37 TH Curb Openin5 16`wide, «" deep t! 5 9+94 Inver+ Elev. Z0 o B Drainage Swale 4 wide - from sta. 9 +00, Bowdish Rd -to Sta. ot79, 38TH Ave. N1 4 1 o+oo t l 38TH Drainage Swale 4' wide 'from Sta. 0+44 to 3 +43 o f 0 A- m 04 DETAIL: ELECTRICAL TRANSFORMER IN DRAINAGE SWALE l o' 10' II 50 Swale. Electrical Power Trans - Formers shall be. a minimum o"F to feet from drywells. — ______________ r __________________ r _________________ T----------------------------- Exist Single 800rr41 Drywell Existin Sing \e \ II Barrel Drywell `1 I\ 2 9'47'00 'E MIDILOME C_Curb Ope -Wing@ Sta. 3+89.94 4 -t. wide. , 8' inches deep Invert Elevation 2.o12 4 wide, Drainage Swale. sta. 3 +59 -to 4+ BLOCK 3 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 37TH---AVENUE — ADDITION 3 370.00' N89•48'55 *W Electrica\ Power Trans mer Conc. Curb 7 Pavemen+ 200 4 0 1 d 51 s 0. 0 0- BLOCK 8 i / 1 2 ko 3 1 11 END VIEW : E aserne.nt Swale -- R/w Line Electrica\ Power Trans -Former Conc. Curb Stree`t ( Asphalt Pavement) 734.95' Concre.te Apron •cor length of curb cut (and 3' wide x 4 thick) Curb ---i DETAIL: CURB \L0 TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE To of earth berm (3' wide at top c6vered T5sod \•.\ 51ope /3;1 Slope,mo. . From - top of berm - to botfom of Swale. Slope \2 : \ (min.') Down Fr om Gut1'e..r 1 0 r 0 (0 \ 3 9 3: \ 5\ope, moot, . 3' 201 Top Curb 7 \ DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Gutter kine-- / 0,\V Dr -4: Curb Openins TYPICAL DRYWELL LOCATION NO SCALE Varies Developer Driveways, 6" Curb Openings, B" 3' LEGEND Ear Berm in Swaie Date Curb Cuk 7"pe_l Spokohe Co. Sick. TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' 0.066'7 Fivp 00 TYPICAL SECTION : DRAINAGE SWALE , 4 WIDE To? o-E Driveway "2 POND SECTION DETAIL 0 NOT TO SCALE DRAWN BY CHECKED BY RAN 0.016 FIV Swale. Bottom Varies DrTuell 6.5' 8.5' o o o 7 ' Swale Bo-t+om Slope Sod - 1 - o - Top Drywetk DRAINAGE MAP FOR Concrete Curb Founded 1946 r G u t:lee?, curb cut Back and Sides o Pond MIDILOME 8TH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SEC.33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON N 7i 6 iimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 DATE DRAWING NO. DATE 3 OF 3 PROJECT NO. 12 783 Construct too' Asphalt Taper, 5ta. 2--50 k Sta. 3 +50 with 4` wide, white- painted - og \ine a+ l2 -From edge of pavement on taper. Ex. SEWER r 1 Spokane. Coun - ty Standard Sta. 3+ 95, 33` Right, Sowdish "Rd Top o-f Grate, Elev. 2o1z 160.00' 135.00' S00'11'05 "W EX/Sri/VG PAVEMENT 5 -9• z 5 8o 5 +0 CRUSHED SURFAC /NG TOP COURSE DEPTH (W5 Do 7 SPEC Ex. SEWER 7- A4 14 �( 7 N00'06'10 "W Pa./ cm en+ -� h= 89 42'45" • �R 20.d0 � l 5' Draiv, age I T= 19.90' I L = 31.32' Curb Open \n9 Cv.rb ICD' w∎de, G "d ?I' Datta and Sta. G+ 862,r" 4 eep 1 I Snvert EIe%. 2.01116= �U�1 .. 167.32' N 00'20'50 "E 4 wide Drainage. Swale Sta. 0 +44 *o 3+ 43 ASPHALT CONCRETE PA YEME - NT CLASS 'B CO /✓I PJl C TED DEPTH , AS PAAL T CONTENT 53/4% To 6 y4 - 4 C WSOOT SPEG.) Co MPAccTED VAR /ES 2% Ta 4.5% A = 9019'1 Ease m en+ 125.00' 50013'00 "W TYPE "A" PORTL AND CEA4EN 7 CONCRETE CURB , Si°ORANE COUNTY STANDRA`D. 342.40' 8+52.16 R = 20.00' T = 20.11' L = 31.53' Curb and R/w Dato_ New R/w —. 1373 F — /F'1- 4 wide, Dro,ino.3e Swale Sta. St 00, Bowaish Rd. +0 Sta. 0 38TH Ave - Double 13arre.l Drywell, Metal Frame T Grate., 3 Spokane County Standard = 89'40'50" • 20.00' '1)�1v E C•S S e. = 31.30' " "' $SHIN» Ctt';`?3 1.1 Curb and R /w Data 134.84 N 00'13'00 "E PORTLAND CEMENT CONCRETE CURB TrPE'A" SPtXANE COUNTY STANDARD 11 +77.00 TYPICAL ROADWAY (NO SCALE) ,,,,.1G,-,____________a FT �_ l",-;-7/./A1 -�1. / o 0278 FT/Fr . 0278 F r /FT ► d' i I SWALE HSERALT CONCRETE PAVEMENT CLfi5S' 2"COMPACTED DEPTH ASPHALT CONTENT 54% To 6 Z4% ( W.S.D.O. SPEC.) CRUSHED SURFACING TOP COL/RSE —� '.. COMPACTED DEPTH (W S.D.D.T. .SPK ) SECTION 1.5 SWALE DRAINAGE SWRLE : Top Of SOD SWALE AREA TO RE SODDED BY EACH HOME SU/LOER. Sodded Earth Serm across Swale, Sta. 5 +53 L =95° 5341" R =410.00 L = 686.21 T =454 :51 1° 11 S.D. 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Drainage Swale 4' wide P rowl Sta. 0+44- to 3+43 Drainme''Swale 4' wide - From Sta. 9 +00, Bowdisln Rd. -to Sta. 0+19, 38 Ave. I N ' "; t DETAIL: ELECTRICAL TRANSFORMER IN to' to' 96.89' 95.00' e- :oar -1 �•\ Fraxme :• ne Coin 3-h95,3 o f Grate Electrica.\ 'Power Transformers Shutt be. a. minimum of 10 feet -from drywetls. Existing Single 589'47'00 'E r Sa.rr4.1 Dr 1 1 . BLOCK 3 MIDILOME ! ADDITION 85.00' double 'Barrel Drywetl ,'Type Metal Frame 4 Grate_, - T y pe. 3 SPo\ ovt cvorty . Standard St. 0+140, C 2.5' Le 38TH Ave. 11 To I crate, e.tev. ZO\859 1 I c M _ Gurb o ?eve,r,g L a E:fR. 0 +44.19 ,�3 f +. wide , 8 inches deep Inver Elevation 2ot8 Drove. - Dry - ,'Type J. Grate , 3 -ty 5-tavndo,rd 3 Rig Bowdish Rd. , Elev. Z 106.03' 4 urb OPe.ningG S=ta. 3+89.94- 4 ft. wide_, 8" inches deep Invert. Elevation 2ot21a 4' wide., Drainage Swale. St a. 3 +59 - to + GRAPHIC SCALE DRAINAGE 370.00' 85.00' J.:. e Sarre. e Frame- 5 ipoIcane_. Cozen Sta. 2-1. \5 Z5' Sta.. 2-t- t5 , 25' To N89'48'55"W 113.63' SWALE pVOu Met Spo Sta. To 180.06' END VIEW: Easement 734.95' Gonerete Apron -For length of curb "cut (and 3' wide x4"4-nick) 1 \ Stope,vnin. / 3 1 Slope, max. From *op of berm -to bottom" of .Swale Curb Cu* r I I L Asphalt S\ope Sreaks DETAIL: CURB INLET, TYPE '1 85.00' 0 0 0 '1 0' 85.00' J urb Openi: Co'wide, G "d S G +84' Invert. E \ev. 80.28' P.C. 1 +2"t.G9 urb Openin J wide - eeP c°Q 2+ , o Low Point 25 Invert Eev. 14 ' D � 80 .00' 2012 Driveways .00' Id -.. Drainage_- e e 3 Ave. G3 0 0 le. Barrel Drywell, Tg t Frame It Grate, Ty o.he Co M\ty 5 . 5 +05, 25' Left ,38 of Grate., E.1e.v. 2ot5 W O m 4 F M Z S8613'14 "E 4 wide. Drainage: Swale. Si 4 +30 -to 5 +05 533.7 91.29' S89'47'00 "E 198.50' Sodded - Earth Berm across Swale, Sta. S +53 / ,l / / 61.67' S71'48'05 "E(R) r. o Iri 0 0 0) urb °pent ng Ala wide, G "d -ep S a "S-ta: 5 +45 Inver+ .Etev. 20 Invert E ev. 2o\5 a.rr et D to.l Frame . Gr oko.Yne Cov.nt 1- 4 Rig Top of Grate, 1=.tev. Sta. 1+ 18 , 25' L S + 43, 25' L 0 Top of Grate, Et Drainage Ponds, S; 6.77' =3 36'25 "E(R)' xr. 0#e_ning@ M.P. wide, 3' deep ywet \s,Type 8. * ) T 3 Standard . tt, Bates Ct. 2o\o f + Bates C-t., ft, Boles ev. Zolo ottom Elev. `20IO verb OPenivtgs 8 ° des.? @ Sta 1+34.66, low pt.! ■e;Fk and right / A S.nvert E.lev. 2oio8o fb lb J 1 1 1 1 1 1 , 1 1 1 1 228.35' TYPICAL SECTION : BERM ACROSS DRAINAGE SWALE NO SCALE Top of earth berm (3' wide at top) covered with grass sod Slope 12:t (ruin.' Down - Frovn Gu 2014 Top Curb DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Varies TYPICAL DRYWELL LOCATION NO SCALE Droartage Basin Boundar Runo�cf Flow Direc-tton = DryweU Earth Berm in Swale 10.0 Dri Transition SO( 5' {Mt. Covic-re-te Cur b ?n\et --! Type i Spo\co.ne Co..S-td. TYPICAL SECTION : DRAINAGE DRAINAGE SWALE AND DRIVEWAY NO SCALE Vo.ries `- Swale Bottom, 1 5 \0pe,Ym■n• / 3 \ Slope:, mo.x. -crown - top of driveway - to bottom of swats Slope Sorb --to' or.Mas o.h DATE Line Pond wi Gross Sod 13 33 FT., /FT, °a'F�• lA Swale Sot STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left LOT 5 , BLOCK I STA. 9+00, BOWDISH RD. , Right to 0 +79, 38TH AVE. , Left STA. 0 +44 TO STA..3+43, BATES . DR., Left STA. 3+59 TO STA. 4+21, BOWDISH RD., Rt. LOT 1, BLOCK 3 Concrete Curb LOT I, BLOCK 1 LOTS 6,7, 8, and 9, BLOCK Bock and Sides of `ZO13' Pond -1 be. higher - than'avement! Side:; DRAWING . N E V impson Engineers, Inc: CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212. PH 9261 ROJECT '8 127.69' S89'48'6 533.7 Curb Open\ tG` wide, G ra S G+434 Invert Elev. 3Wide . eeo m l-ow' 'pe nt invert Elev. Il�� \e Barrel Drywel\,Type B 1 Frame : Grate, T y pe 3 ane .Covnky S- karndard . 5 +05, 25' Left, 38TH Ave. of Grate, Elev. 2o15 w w 0 O r „.) r- o Si Si Z S86"13'1 4"E 4• wide. Draw, age Swale S+o.. 4 +30 -to 5 +o5 Curb Opev\t 1-c' wide, G "d e 5-to... 5+45 Inverk Elev. "Drweiis Grate. y St a B ,Type B )TPe 3 4 ar d — I" kes Drive. aces Prive le.v. 2:01\ 91.29' S89'47'00 "E 198.50' Sodded 'Ear*In Berm across Swo.1e , 5+0.. 5+53 / 61.67' t1 Drivewa � - Drivev.Iay Opening@ M•P. wide, 8" deep ivtvert`, Elev. 2 orrel D tat Frame Gr oko.v\e Cov,nky ko.. 1+30,25' Ri Top of Grate., E.t Sta, l + l8 , 25' S'o,. t + 43, 25 0. Top of Grate E\ 'Drainage Ponds, /S, A 6�8 ‘5) • ' \ t' �i4 � �. Cvlrb Openirt t�a`wide c " deep G Sto,. 9 +94 Invert Eiev. Zo c M Drainage Swale' ! 4 wide from Sta. 9 tio0 Bowd sh Rd. to Ska; Ok (9, 38tH Ave. S N 1 `�,1 l I o+oo °34.1 38TH '.`` Drathage Swale.; 4 vtide iv-ern -ern Sto,.O- 1.44iko 3 E l l ° e -r c- - t -C r l ic.o,1 Power Transformers, shah r` be. o, minimum of to - F eet f rom drywelts. Dro,inaSe; Swale. Double Ior Type 13 Metal Frame 4 Grate., 'tpe 3 5poko.v■ Ccwn Sto,naard Sto.. O+ 40, 2.5 Le ' 3BT" Ave. To? of I 0 Grate,..lev. Zo‘8 C Curb O e.v:ivwg to? E.R. 0 +44.19' 3 f +. l' e , 8 inches deep Invent E.levo.tion Zo18 % �`. (-t3 Dro.irna9e- ,.��..�...�., 95.00' t o' _.. —,,. 85.00' Uouble : oar • t Dr Metal Frame . Grate ,Type 3 Spot • ne Co. Co ty�S Sta. 3.1-95, 33 Rig Bowdish Rd. 'Gro.ke , Elev. 2+ 12x5 96.89' 106.03' C� Cv.rb Ope.nir\ge Sta. 3489.94. 4 fk. wiae , 8" inches deep Ihve.rk Elevation 2012 4' wide, Drainage Swale S . a. 3 +59 -to 1 1-4 - 2,1 you Met Spa 5k-a Top .. e a -rre eto,t F r ant e. pone. Cou, to.. 2-k-15, 25` ,A Ito:.2 180.06' BLOCK 8 TYPICAL SECTION: 228.35' 1 1 5tope,vnin. /3 ;1 Slope,max. from top of berm -1-•o bottom o Swale Curb Cwt.! 1 Vanes , \ 1 1 / L Asphalt s\ope Breaks -� DETAIL: CURB INLET, TYPE 1 BERM ACROSS DRAINAGE SWALE NO SCALE ywetts,Type S 1-e. , T. p e. 3 •� Stan 9 t, Sakes 2 C+. ev. Z L f+ , Bakes Ct. Z ' 1.... Fk, BatOtoes Ck. ev. T ? ds : ottom Elev. 2010 �Gurb Openings .0 4 8 "deep el @ Sta. 1 t 34.66 , tow pt. 1 left and right 1 A S.nve.rk E. \ev. Zoto4 c- 3;\ 5 \o9e,max. 3' i Top Curb DETAIL: TRANSITION IN CURB AT DRIV AND CURB OPENING LOCATION TrartS 1-k ion Developer Vo.ries LEGEND = Drainage. Basin 80vndar. = Rv,v\orcF Flow Dire.c*\on Drywelt = Eo.rkh Berm in Swale Dri vewa y Goncre Curb •t te-t — Type 1 SPokane`CO:Std.' 9967 *4.01 so EXPIRES 7/17/ 93 TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE Varies I Drywell o Grave 1 1 510pe,mirx. / 3'. 1 Slope., max. -crow\ kop of drivewoay - to bottom of swale 0 T STA. 4 +30 TO STA. 5 +05 , 38TH AVE., Left • LOT 5 , BLOCK i STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 38TH AVE., Left LOT I, BLOCK 1 STA. 0 +44 TO STA. 3 +43, BATES DR., Left LOTS 6,7, 8, and 9, BLOCK 2 STA. 3 +59 TO STA. 4 +21, BOWDISH RD. Rt. LOT 1, BLOCK 3 "208" POND : SECTION DETAIL NOT TO SCALE Swale 5otkom DRAINAGE MAP FOR DATE Covtcreke Curb Concreke Curb A PLAT IN A PORTION OF E NE 1/4 OF SEC.33, ' T25N, R44 EW1MI SPOKANE COUNTY, WASHINGTON 6i p Founded 1946 m son Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 DRAWING NO. PROJECT NO. Existing R /W` Begin`�errler Concrete Curb,Type A 5ta. 3-1-49.76 (nose. curb down in \2' w C Curb Opening A 4'wide, 8 deep a Sta. 3-t 89.94 Invert EIev.201Z cD Double. Sorrel Dr Meta\ Frame 4 Gr.-te,T 3 Spokane Co* - tandord Sta. 3k 95, 33 Righ Tolp o'F Grate, E\ev. PROF/ Cov struc Ioo ' Asphalt Toper, Sta. 2+50 t S-to'. 3 +50 with 4" wde, white painted og \ine a+ \22 From edge o4 pavement on - layer. s•D a 5$0'@ ; ? 2 Existing Power voles - { - o be. re \ocated 160.00' S00'11'05 "W EXIST /NG PAVEMENT w( -e, Droonage Swa e. -ta. 3+59 -t +z C RIDS NE. DEPTH 5 +09.7& SURFAC /NG TDP ( W5 DO T' SPEC ) • r, o New R/w L = 894_2'45" �R = 20 00 \5` ii T = 19.90' ii L = 31.32' Curb Ope- n'\yng o Curb and \Co wide, Co" deep R/w Data S Co+ 84 Drainage , S\�Inver Etev.2ofl briveway5 167.32' N 0020'50 "E 4 wide, Drainage Svra\e S. ot44 - {o 3 43 TYPICAL SECTION- BOWDISH •ROAD ( NO SCALE) 20 2" /-? SP//ALT C ONG RETE PnY(M(NT CLASS `B COMPACTED DEPTH , ASP!/ALT CONTENT 53¼.% TO cc Y4 7 C WSDOT SPE:.) L = 90'19'10; 9 01 R = 20.00' T = 20.11' L = 31.53' Curb and RAN Da VAR /ES 2% To 4:'5 500'13'00 W 125.00' TYPE ''.A" PORrzAmo !CE/i4ENr`` CONCRETE CURS, 5PDXANE COUNTY STANDARD. New F?/.v oub e Barre.\ Drywetl ) e B M eta Frame T Grate r j F e 3 SyoKane Coun S ' ee.t •e. ln• ace o Cur • •. - -, , �•°� r ��© +0 1T�1P ToQ of Grate . F 1_e_v_2o_ \.. s9 £x. SEWE/? 6 BOWDISH - 7 ROAD Pav zvn en+ -�, r = 2 0.00' '-\v6�� 31.30' \a( $E.HIND G1AF.$l. Curb and R/w Data . Curb OPenin9 3 wide, B" deep C at ER. ot44.79 Invert Etev. zot8' 134.84 N 00'13'00 E 324.84 PORTLAND CEMENvT CONCRETE CUPS TYPE'? SPoKANE COUNTY STANDARD TYPICAL ROADWAY (NO SCALE) .0278 FT' /Fr 11 +17:00 %ii r SWALE HSPNRLT CONCRETE PAVEMENT CLASS ' Z ' COMPACTED DEPTH' ASPHALT CONTENT 5 /4% To (o %4% ( V. S. D.O. T. SPEC.) .0278 FT /FT CRUSHED SURFAC /NG TOP COURSE COMPACTED DEPT/1 C W.S. D 5PK.') SECTION SWALE DRAINA6E3WRLE: TOP OF SOD 5 WAL E AREA TD RE SODDED RY EACH HOME BU /LDER. Sodded Earth Berm across Swa \e S 5+S3 L =95 53 R = 410.00 L = 686.21 T = 45451 5 t ;471 BA \ ( 7 co 7 S31. . � aAtJ 11 '7 ®® ® ®111 ®OBI 1� ' . w . : B` 5L! IR7l�1671/i�iC et"li ``ili . G'l9LZ9 _ �ilti�il�{ii ►efi i��it =:mil." •, iCtiiiG>•I____ 1- lM rJ ITt �i1�R•� �C��ii I. �s w� o■� wN ter= 1� c•Z• __ITai�� : ��1►1i3 ©��L� A•�RlGi ��_V____ q . _ . 1; s r�f:2.T.l:�I� . TIRT: �G" 11':1:1 �fC1":. 7! J.'' P• T��1 _r1T..111Ii"'Ti1T.l:T:r.IT.� __ _��tY ®�a1tJ11i1� ©ri.;f�' '1Th+ -r. W v ______ c ■ �1�1u7�u1■ mi - ®_ -_- -_;:F4 - e rr ii .J 574 Y.P a ED 0 0 V uJ 0 u N W 0 Ax 0 0 z 3100 4 +00 5#O0 +OO 7 *00 8 +o0 9 +0o io + 0o HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE WTELEDYNE PRINTED IN U.S.A. rt" It s (. C .`.c.:) a (0 Cr TAJI DIAJti 3O1 "1 5139A9 Ti115192A3_10 fl (lifklvi • Ct Co 1,4.A.J9 3j11051c1 — 11. - 1199A3.10' 939A9 11115199A3..10" 141 30AM -- ,o cr,1 22.7 - - - - • 7. 7 Eti 4f I . -..t. ,-/- .;- ) _ A ki.-; o — 7 C. C; , a 1 c..) i .- i 0 . / _ I I, .,..., .:.,' , , 0 - 7 rt" It s (. C .`.c.:) a (0 Cr TAJI DIAJti 3O1 "1 5139A9 Ti115192A3_10 fl (lifklvi • Ct Co 1,4.A.J9 3j11051c1 — 11. - 1199A3.10' 939A9 11115199A3..10" 141 30AM -- ,o cr,1 22.7 - - - - • 7. 7 Eti 4f 3 20' - ca p o 10 /' d • • • • • • • / I % '\ •c ' /. \ 'S / \,\ ' l6, / �,�` \ X96, // i \\ \\ oo • i� `\ � . \ , • • 5 ' 15' r 15'1 gi CO I 1- 17.69 6948'55"E 115.64' 15,457. sq. 99.41' 95.00' 80:00' 94.13' 72.92' 8.89' SPATE OF WASHINGTON) SS COUNTY OF SPOKANE f) 12,383. sq. ft. t 15,5.)l. 5q. 1 �: i t 1 3,038. ',sq. ft. S89•4T00`E 0, N 0 u) w 0 0 0 0 z 0 0 0 My commission expires co M O • • 1 • _13,274. sq T' w 0 0 t') r 0 z S89'47'00 "E 80.28' 76.17 BLOCK 3 MIDILOME ADDITION 85.00' 85.00' 80.00' . . (J 85.00' 11,461. sq. ft. 85.00' 10,625. sq. ft. 0 0, 0 12,817. sq. f 106.03' r 0 w 0 0 0 z co M 43.17' D ,626. s NOWLEDGE.M 7 T = =�- LI 11,461. sq f 0 0 7- ° 0 Z - 3-8 TH = d-LLE- Not esn 370.00' • 85.00' 85.00' 85:00' 0,625. sq. ft. 5.00' f 4,983.; N89 " =fi 0 1) N 113.6 0 0 85.00' S89 47 00 * E w% a) • w • 0 M T O 0 z 11,472. sq. ft. 85.00' 0;625. sq. ft. sq f 0n this day of ,1993, before me p nallji appeared Emma'S. Haw ns, as her separate property, Louise E. Bueschke as her separate property, Edgar 8ueschke and :Robert Tomlinson, known to be President and Secrets of Midilome Inc., as the individuals ;who executed the within and ry .von act and deed for the uses e t " c` ow the same to be their free and I to h foregoing n and ..a kn led d th u ry 9 9 9e r o s ed that they are and .purposes herein mentioned. The officers of the above corps atron on 0th tat h e -s (if i e co ate seal of said co oration.' authorized to execute the said instrument and that th eat ( any) s th rpor I corp IN ;WITN WHEREOF. 1' have hereunto set my hand and affixed my official , seal the day and year first above written. 74.36' ?' is in and for the State of Washington ,Washington 85.00' 533.75' Sy oa M T 3 i a S71'48'05 "E(R) N r) / ' / h P N o ( I) 11,614. sq'. ft. `/ / ss 1 / 7 3• , i ., 3 �o4. 0 1°(67' 98.50 /// / / / f / jl /fr • • Y BLOCK 8 0 " 22,066. sq.. f 16,374. sq. ft. 91.29' 93.92' 180.06' x); 1 , I I . S8613 "E(f;) ( w • S80 ' 1 6 . 54. "e( 25.06' 25.06' Jo• \ \\ • �\ \ \ • ms a9i, 'QO O 734.95' 0 CP J 0 � . 1 N881 '5rE 147.82' vJa 12,934. sq. ft. 1i \ 1 1 , I � & 1 t t 1 13'1 0 I o I � 0 I 1 97.70' 7 31 o O ,(0 , a • • cS ■ CHARLES E. SiMPSON P.E. ' & LS. 9967 17,350. sq. ft. 12,386. sq. ft. 162.59' N85'55' 29 "E N85'51'2 7,576. sq. ft. 12 15 ( 13 41. 19 6.77' S83 36'25 "E(R) 20,487. sq. 228.35' 26,409. sq ft. \ "ELE o t. 5 ' $ c O_ M to CO tO 0) N u) 0 0 4) 20,792. sq. ft. 0 0 !` Z 0 0 0 - lit 0 J 0 1 BASIS OF BEARING The bearing of N 00'06'107W, along the centerline of Bowdish Road as per MIDILOME ADDITION, was used as the Basis of Bearing for this Plat. SURVEYOR R EYOR S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Short Plat Ordinance. _ -\ GRAPHIC SCALE (iN FEET) 25 50 " _ 50' • • • • • • • • • • • , • Y 14 10 `s OP � q 0 / A = 89'40'50" R = 20.00' T = 19.89' L = 31.30' A = 9017'15" R = 20.00' T = 20.10' L =31.52' L, = 107'58'55* R = 20.00' T= 27.52' .L = 37,69' DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Emma S. Hawkins, Edgar Bueschke, Louise E. Bueschke and Midilome Inc. have caused to be platted into lots, blocks and streets the land shower; hereon as " MIDiLOME EIGHTH ADDT(ON' and described as f ol l ows: That portion of the NE 1/4 of Section 33, T. 25 N., R. 44 E.W.M. described as follows: e Begin at a point on the South line of said NE 1/4, 20.00 feet East of the West line of said NE 1/4, said point being on the East right of way (R /W) line of Bowdish Road; thence N 0006'10'W, along said East R /W, 662.23 feet to the South line of MIDILOME ADDITION projected, as recorded in Book 13 of Plats, page 18 in Spokane County Washington; thence ° S 89'47'00"E, along said South line, 370.00 feet to the SW corner of Lot 1 Block 8 MIDILOME 1ST ADDITION, as recorded in Book 15 of Plats, page 35 in Spokane County, Washington; thence, the next <3 courses along the South line of said 1st Adddition, N. 79'1T00"E 117.58 feet; thence N 88'15'53'E 147.82 feet; thence N 77'05'31 "E 41.83 feet to the NW comer of Lot 1 Block 3 MIDILOME 7TH ADDITION, as recorded in Book 20 of Plats, page 92 in Spokane County, Washington; thence, the next 2 courses along the West line of said 7th Addition, S 20'49'09"E 179.47 feet; thence S 00 531.13 feet to the South line of said NE 1/4; thence N 89'48'55 "W 734.95 feet to the Point of Beginning. sin No more than one dwelling structure shall be placed on any lot nor shall u any lot be further subdivided for the purpose of creating additional lots ownerships or building sites without first fili a re lot. P� 9 � P 9 9 P The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local Fire District, County Building and Safety Department, and Water Purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Side yard and rear yeard setbacks shall be determined at the time built ingoermits are r quested. The setbacks indicated on this subd'msion may be varied from if ; I z4 0. "_�:'� I k ap s are ob a ned. Public sewer systems acceptable to County and State Health a i on res ill be made available for this plat and individual sewer service will be provided prior to occupancy. Use of individual on -site sewage disposal systems shall not be authorized. The owner(s) or successor(s) in intrest. agree 'to join in any County approved Stormwater Management ( 1 y t)' PP ement 9 Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained b the - lanning, design, construction, maintaining ation of stormwater control facilities. e e of private wells and water systems is prohibited. en ereon, whic are or e rpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the dr ' s e a roved tans. ndividrual driveway access' permits shall a required prior before issuance of a building permit for driveway approaches County system. PP a roaches to the Coun road system. This approach roach shall be constructed in accordance with the e in the Coun En ineers office. • to -I I• et 1/ • • • • • ing purc user of all drainage easem es within said easements. • • The property owner or his representative shall in orm 1 •ro and his res .. sibili for maintainin' drai 11 11 . • • • . : e / • 11 The streets as shown hereon are hereby eby to Spokane County forever for road purposes. :Utilitiy easements are provided as shown hereon. Tiae� does by de ' e forev a streethow eo public )442.1 ., IN WITNESS WHEREOF, We have hereunto set our hand and affixed of , 1993. Louise E. Bueschke Edgar Bueschke President CURVE DATA /2\ A = 9019'10" R 20.00' T = 20.11' L = 31.53' = 8419'27" R = 20.00' T = 18.11' L = 29.43' A = 86'26'14" R 20.00' T = 18.79' L = 30.17' L: = 89'42'45" R = 20.00' T = 19.90' L = 31.32' A = 57'01'12" R =15.00' T = 7.32' L = 13.62' A D. = 95'53'41" R' = 410.00' T = 454.51' L = 686.21' MIDILOME INC. our seal this Emma Secretary T1, Ar day S. Hawkins • j t C.C•c DRAWN BY: CHECKED BY: AUDITOR'S CERTIFICATE Fled for record this day of 1993 at .M. in Book of Plats on Page at the request of EQUIPMENT & PROCEDURE A Nikon DTM -1 Total Station, F and a Field Traverse.: rrere used for this Survey Spokane County Health District Officer Spokane County Commissioners Chairman FINAL PLAT 0 LEGEND 0 = Set 1/2' rebar cup No. 8642/9967 or as noted • = Found 1/2' rebar cap No. 8642/9967 or as noted = Set 1/2' rebar cap No. 8642 /9967 Subdivision Boundary - - - = 13' or 15' Drainage & Utility ferments = Building Setback line COUNTY OFFICIALS hereby certify that the y y at th required taxes on the herein platted land have been paid this day of ,1993 SPOKANE COUNiY TREASURER Examined and approved this day of ,' 1993 Spokane County Treasurer SPOKANE COU NTY ASSESSOR Examined and approved this day of , 1993 Spokane County Assessor SPOKANE COUNTY ENGINEER Examined mm d and approved this day of 1993 PP pY Spokane County Engineer SPOKANE COUNTY UTILITIES Examined and approved this day of , 1993 Spokane County Utilities Director SPOKANE COUNTY PLANNING Examined and approved this day of , 1993 Spokane County Planning Department Director SPOKANE COUNTY HEALTH Examined and approved this ` day of , 1993 SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted by the County Commissioners of Spokane County, Washington on this day of 1993. ME 8TH ADDITIO A PLAT IN A PORTION OF HE NE 1/4 OF SEC. 33, T25N, R44 EWM SPOKANE CO LINTY WASHINGTON GTON CLARENCE E. SIMPSON ENGINEERS, INC N. 909 ARGONNE ROAD PH: 926 -1322 SPOK AN E, WASI#1It 99212 p • TOP 0JECT 9199 COUNTY ENGINE 11" ' r L r t t u o fS11111111•11111/ Z• 156.2 347.3 392.4' Is r ADO CH ESTER H EIGHTS 8/0.8 JOEY MARIE 2 ND VJGUE S ADD 04. , ►.q .f69 °47E 3 /5.3. SPOKANE COUNTY ASSESSOR 25 - 44 32N AK LT G_ .:. rMMARO 32 44 /. At' ° /E' 3 4 5 c 6 1178.3' • -. -a < yr 4 Treatment Facility _..337.311 ti Q SQ r 2 O AT :6 1 72 I2 . Z1-17 NOTE": '— D a D A R E A SEC33.T25N.. P44EWM. SEE 7 �4v Eesc PL_Are DESCR /I=T /Of 1 T /S SECT /ON RE�c,40DUCEJ I t�RAtNAGE -- - ----- --___ - -- R OM c_ i n/ 8 M TO M Y L g R DE 5/GNA T E 5 " VA r77n/" T E M P. NO. 47 ct_OUtz . Q.F_ia82 OFFICIAL PLAT A. R ,SCOT'T- EN GINEER— POKAN BY 7'I nci JGI Assistant Q &P (a • cr • :.•. a 1 1 1 1 1 --2 - -- i T U BY G. Ray C 362 O6 1394.3 to L) 4- ti 33 34 4!3 • ' • • . E,CA /SAI • • .•' • . • • • • • H- 0 0 to )- 0 z Z • IIIMEERCE1111111 ISENCOMME111111 WANEEMENINEM111 ili t1 1 -11 1 1 : 11111 PRO P/ Eimanaussi • mordingENEE 01.1.1.ffamMENIE MENEM' 741111.191.11 emundffill111111 EM MEN 111, EMEMIEMEMEN1111111 WEIBEEME111111 MIEDIMERINIO11111 -ri WIDISH R A-D Bro;e•e ° ( - 0 8 C;._e,sst La.na. e r /00' VC. loc6, Tr tit ES: . . E l 111 J Mg MEI Tii:.4;/MEMEM - 1111111111111111 1.11111Ell IIIIE1111MEM EIIIIIMINISI ' .11:__:.,7:1ME:. 1111111111111111NEENNEEMN itiLti: _t MEE __ .... ,: 1111 1•111111EMEEMEN._ NEMER ..t..MEM 11111 EMI .-:?' In- _AV NAMINEENEM MIERAWNIM .4 - ' _::, .4 17: .- N 7-- '' IMINEEKI IIE'e'lli".Ezz7.i' 1111111111111111111111111111111111_ 111.1W:_:L. 0, MIMI IM.EMEIMEM 111 11111111111111111M111111 EMEMNU MilitiMEM .-- aMERIIIIIIA_amm.g 1111111 aim um Elm ammummi ILI Elm Elm LAC* in (.'•; •• • • ' • •••• n • s. ; • • t' r•-• r • ai":-.461.214.1 IFY.T1-11 RS. • P1. WW1 iTU YII`e ER -El • TO • "L- • ;. 1./.5 S 13-E*A16-/ - - StStri - - /1.1 RO.9 • Ea= '976 EMEIEENEEMia ErintEm7:25ffili IllEllEEMERL; mmigi MIIIIIMMEMIENETAMEIMENE11 0. MEE ,,Emomm loon misanionalpasail ii ATIMM IERAVVISr man -MMITIVA!IMMARPriri" , s71±IMEMMII rrmr.ranasmrNmoofM.=IEIWI 1 1==la 31 Cons tpo t\spIcto 'Taper Ock, 2,450 +0 3-t- So wick, ‘Nklit'e..-painted .7Fos\ine. 12.. edge. o - F povelment - 1 - 0..per. 2_ Existin5 Fowei roles -to be. relocated NN e Drainase Swale. behind -Face Curb 3+59 - to 4+2.1 . Ex; SElveR:•• .• • • VIA . 13e.gin Cement • Concrete_ Cut Sta.: (nose Curb clown in ti.) 'Curb Open‘ns 4':Wide, 8 deep 3•V8 6 D0v,bke.. Barret Dr.T.N.e..11 . Metok •Frame. 4 Gro,-te., 3 Spote,00ne. 6 • •to,. 3-t:95, 33' Right ,Sowdish • Rd. TO? of Grate. , . 135.00' 4+00 • 160.00' 5+Q -=-77a 57: - 2(1.0 - 0 -.1 T = 20:10' •: L = 31.52' - Curb and •?-/w Dat S0011'05"W 2. 111 5 . , Exi.51 Pi v,r,�N r • • 1. -4 r.n co Di J8 5:100 • 1 6 BOVIDiSii 7 64N 7 ROAD CY0610"14 1 :!:• - N0 00610"W 342.47 C Ne.u/ As11101 - = 89'42'45" „.-- Drainage. Sign+ Distance. 1 = 19.90' L = 31.32' TYPICAL SECTION BOWDISH ROAD NO SCALE ) V#/?/ES /5:z' - - - - --104.89' Easement R 20,00 c cksevnent • 90'191 q s ‘., T = 2o.11. L = 31.53' Cur and • Dorta. co Ore_ny(\43. Curb and G; S'' deep i R/w Data e Sta. GA 89 'invert •Etev. 9 • prtve.wo.3s • 167.32' NO020 o Drcz■no.ge Swale. St°. otl-A to 3 - 1 - 43 8 zd .• 4? 25 . :CCaNCRETE. PAVEMENT CLASS . ::<omplicrED• :DEP 77.11:, /9.51.?1/A47" CUNT 59/4% rc:, • CwsDr 6' Ras AIED SO.. F.1C /NG .77,0? COUR E , C;0 i'OPACTE0 DE P • .. W5.66 r 30' Ex. SE wER VARIES 2% To 4..5 7.'00 Clow- r ' Soo 3'00W , 1 2 TYPE "A" PoRn /aisio cz r CONGR E'TE CURB , 5.c=101‹9NE" COUNry STA2/YOARD Ex. Power P New RA.,/ to 3452.16 w. 0) 43 'NI I 0 0 g N N /8 • 18 25 25 Swa■e. O (°: :.•••• 1o' - - 13 5 .73 e. s a- T' Ss i4 r1 ° ;\ g‘ v 1-o StOL. O+7 Dot,Ooke or re. Dr8weA1,7 B M etal frame Gra 3 Spokane. County Standarci 0-t 40 zS' Left , 38 Ave.. To of Grate, , 7 E.x. SEWER I 134.84 N001300E __----- 114.95 .= 2aoo' s,• \....... T == 1 8 9 9 ..8 4° 9 :50" - - L -- lzfw D e. a.k ole-Yrte - `^t 1 Curb OperCtvIS l`) 3' \Nide-, 8 deep at Ot4479 o - 0 1 1/ Invert E-te.v. 2ot8 / 0 . 0 riG7 r/Fr 313 Fri° 10' 0 6 324.84 ( -E..xisi■ns Curb End Ce.meni Coylc.re.-i-e. Curb A Si Curb OF•en'in,3 -t:: Aee , Invert Eke./ Zol9 • /8 , .o278FT/fr "••■ ss. TYPICAL ROADWAY (NO SCALE) c. 25 11+7 ,// SWALE A 5 M'W' CONCRETE PA vEmEn.17 0 0 SECTION 18' .0278 C PT/Fr 2 5 PORTLAND D CEMENT CONCRETE CURS TYPE A -51902NS; 13 171 C CZL76;:frPA5C-fir4E17 D % re: 6;1 °A .SPoK AivE COUNTY STANDARD ( U/. _C. 0.4. T SPEC.) CROSHED SUR FAC /NO TOP cot../Rs. 6" COM PACTED D DEPTN (ws o c.r 5PEC CURB LINE CURVE DATA ZL, & A = 85°0803" 54°1327" R = 20.00' ' • 20.00 L = 29.72' 18.93' T = 18.37 10.24' 30:1 l0' 2 r. RA.0 Q SwALE • DRAINAGE 314, 7OP OF .50D SWALE AREA 710 BE SODDED ,g,r EAcil MomE wt..DER 10' 116 - 7 FT/Fr /7 ./ 7 / 5 Curb Open\ ns 5' wide, deep Stos. S439.5 EleAt Sodded aar Berm across Swale , S St S3 1i:4 • L :4 T 4 I 6 w e co co*/ •‘') 16 \ I . 4% 2. CP 0 26 I 1 9 s4717587E(3) :BATES 5. / 7. r / / 0 co 5 : 61.8 7 0.0 GRAPHIC SCALE 25 50 100 • 1 Inch = 50 ft. 7 :..z clo.,r•ck •• • •St:c..• 13 ,:i C-1 • 2, • • Sta:1: k 5 2,•51,•12 oto•--- • • • ••. • ••• • •86 , •-• •• . • : • • ' • • • '•'::"• 15'• Dr 6 \ 0 /0' •," 1. 0, v Q, Curb Ope.ninaS t w :. 6 i e- t : 3 8 4: "1ee row le-Vt 'and ri3hi \ 'Invert : E1e.v. 2010:4-' 8 548'2711 .•411••••. ••• ' '•..•• . •• ...• • •., • . : .. ..• 8+00 9100 /0+00 HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PL IIn A nsusomie N AND PROFILE-FULL LINE PRINTED INUS.A. g‘ii511)/45 3 :•••.• . 1 . • ; . . , .• Found PK ' nai r. • • • • • 589'48'55 "E ,;r r� 1 5'i 5' ,'. 1 ! • 15,557. sq:.. 127.69' s 1 - .1 1 5':1 ound. RR Spike 1 115.64' 5,457 sq. ft. 2,3 3. "s 99.41 9 4.1 3' '; 77.46' 3,038. s 96.89' OF WASHINGTON O UNTi' ;OF SPOKANE Ili WIT NESS ,WHEREO abov e written • 95.00' O 0 • .:tri • 80.00' ':iS89'4T00 "E 0 0 r- 0 commission expires 0 z it %MIDILOME ADDITiON 11,461..• sq. ,f f. S89'47 00 "E 533.75 85.00' 0,625.': sq . ft. 85.00 85.00' 85.00' 80.28' r 43.171 . 3,274., sq. ft. oh 72.92' y 5 d 00' G: 76.17' ....:. 80.0( 0 Co 0 106.03' LQ a1 12,81.7. , sq., 0 tt) N re) o•- • 0 - . 370.00' 85.00': }Lc- 11,461. sq. ft. O O ' 85.00': 85.00' 0,625. sq. .f 85.00' G r • 4,983.: sq. ft. 113.63' N897.48'55* N0 _ DED GEMENT 0. {) 0 0 Notary' Public in and for, the St Residing at d o O r. 0 0 S8S '47'00 "E. 64: sq. f i .. 74.36' 11,472. sq. ft. 85.00' 10,625.: sq. ft. 85.00' w • i 85.00' ' i 0 0 • On `th ` sr . of , ` before, me . t nal appeared S. Hawks as her separate property, buise E :_ Buesc as her - separate. property, Ed* ar Buesch 'i and Ro inson, known to be Presider any - of Midilome' Inc., as the . indivi. • '' o executed ; the within and foregoing, instrument and acknowledged,the_ same to be their free.: and :voluntary act and deep' for the uses and, herein , mentioned. The',officers: of the , above corporation on oath stated :. ".at they are authorized to' execute the said instrument and..that the seal (if any) is the. corporate seal of ' lid corporation. , i have hereunto set my` hand . and affixed my official seal the day I id year first '.� of Washington Washington. N� 0 11,505, sq. ft. :rn co r) r- 198.50' ,�, I f r UNPLATTED Lai 0 0 0 • 6x BLOCK '8 • • • Ec °R0E0), 17 56 � 117.5$ 147 9617100 • X0 .83' • • • 16,374. sq. ft. 93.92' • • • • • 91.29' S71'48'05" 6) 0 0 0 1 ,r5 o 5 1 / �. 11,614. sq ft. / S 1 /1,3.. SS ad, o F66 22,066. sq.' ft. 180.06' 106, 5. 1 1 11 1 S8613'14 "E(K) ' 1 .1 25.06' 5' Sa o7 E(R) .1 • \ 1\:. .' \ �\ \ 25.06' 25' / 1 /D• �r S6 O \\ 734.95' v r(R1 12,934. sq. ft. • 0 1 to t • 0 1 1 13' 0 co R =50' • t 147.82' 97.70' 1 ` a.�. -'� . �1 1 •g >. 162.59' N55'S1'21 "E(R) 17,350. sq. ft. '12,386. sq ft. CHARLES E. SIMPSON P.E. & L.S. 9967 1 1 17,576. sq. ft. a 1 4 • 228.35' 196.77' 150 44 •E(,R� .5 1 1$ 26,409. sq. ft. , fi 20,792. sq. . ft. v; N 1i • • • • • re- Z 0 0 1 1 1 1 - ' „ r • SURVEYOR'S , CERTIFICAT E This map correctly represents a survey made by me or under my direct: on in conformance with the :requirements of the Spokane County Short Plat Ordinance. GRAPHIC SCALE ON FLET) 0 25 50 M BASIS BEARING The bearing. of N 00'06'10 "W, along the centerline of Bowdish Road as prr MIDILOME ADDITION, • was used as the Basis of Bearing for this Plat. r 6. " = 50' -- r - __ -_ - -- - 7 \ - 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 10 0 c AAV A = 89'40'50" R =20.00' T = 19.89'. L =, 31.30' A = 9017'15" R =20.00', T = 20.10' L = 31.52' deL L = 107'58 R = 20.00' T = 27.52' L = 37.69' KNOW ALL MEN BY THESE PRESENTS, that Emma S . • Edgar Bueschke, •uise E. Bueschke and Midilome Inc. have caused to be platted in o lots, blocks and streets the and s o" e •s 'MIDILOME EIGHTH, ADDITION' and described as. follows: . That portion of the NE 1/4 of Section 33, T. 25 N, R. 44 EW.IA. described as follows Begin at 'a point on the South line of said NE 1/4, 20.00 feet East of the West. line of ` said NE 1/4, said point being on the East right of way (R /W) line of Bowdish Road; ..thence :N 00'O6'10'W, along said East R /W, feet to the South fee S t th i e• of I MIDILOME ID L ADDITION projected, ME AI) [T) N pr .lected, as recorded • in Eook 13 of Plats, page 18 in Spokane County Washington thence S 89'47'00'E, along said South line, 370.0): feet to the SW comer of Lot 1 Biock. 8 MIDILOME 1ST ADDITION, as recorded in Book 15 of Plats, page 35 in Spokane County, Washington; thence, the next 3 courses along the South line of. said 1st Addition, N 79'17'OO'E 117.58 feet; thence N 88'15'53 "E 147.82 feet; thence N 77'05'31'E 41.83 feet to the NW corner of lot 1-.'' Block 3 MIDiLOME 7TH ADDITION, as recorded in Book 20 of Plats,' page 49.h. in Spokane County, Washington; thence, the next 2 courses along the West line of said 7th Addition, S 20'49'09'E 179.47, feet; thence S 00'11'05°W 531.13 feet to the South line of said NE 1/4; thence N 89'48'55''W 734.95 feet to the Point of Beginning. No more than one .dwelling structure shall be placed on any lot nor shall any lot `)e further subdivided for the purpose of creating additional lots, ownerships or building sites without first. filig 'a re, lat. The public water system, pursuant the WATER PLAN approved by County and aate Health authorities, the local Fire District, County Building and Safety Department, and Water Purveyor;, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot: prior to sale of each lot and prior to issuance of a building permit for each lot. Side yard and rear yeard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. Public sewer systems acceptable to County and State Health authorities will be mare available for this plat and individual sewer service will be provided prior to occupancy. Use of individual on -site sewage disposal systems shall not be authorized. The owner(s) . or successor(s) in intrest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, construction, maintaining or operation of storrnwater control facilities. Use of private wells and water systems is prohibited. Drainage easements, as platted and showen hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage . facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a live over of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. Individual driveway access permits shall be required prior before : issuance of a building permit for driveway approaches to the County road system, This approach shall be cons in accordance with the approved plan on file in the County Engineers office: The property' owner or his 'representative shall inform each succeding purchaser o. all drainage easements n the property and his responsibility for maintaining drainage facilities within said easements. The streets as shown hereon are hereby dedicated to Spokane. County forever for road purposes. Utilitiy easements are provided as shown hereon. The p(attor does hereby dedicate 10 feet additional right of way atom_ Road. IN WITNESS WHEREOF, We have hereunto set our hand and affixed our seal this day - of , 1993. E. Bueschk Edgar Bueschke CURVE DATA President Secretary R = 20.00' = 86'26'14" R = 20.00' T = 18.79' DEDICATIONA T = 7.32' L = 13.62' R 410.00' L = 686.21' MIDILOME INC. • Emma S. Hawkins Ar ILO THE NE SPOKANE Spokane County Assessor SPOKANE COUNTY Examined and approved this AUDITOR'S CE:RTIFiCA. Filed for record this day of , 1993 ,at f3ook of on Page at the request of EQUIPMENT Sc 1 A Nion DI14-1 Total Station, and a Field 'Traverse ' were uied for this Survey I hereby certify' that the equired taxes on the herein platted land haVe been SPOKANE COUNTY Examined and approved this Spokane, County Treasurer SPOKANE COUNTY Examined and approved this Set' 1/2 rebar cap No..8642/9967 or as *noted • Found 1/2" rebctr cap No: 8642/9967 or as noted SubdMsion Boundary 13' or 15' iDrainage & Utility Easements - Building Setback COUNTY OFFICIAL ASSESSOR of .1993, ENGINEER Spokane County Engineer . SPOKANE COUNTY UTILMES Examined and approved this day of , 1993: Spokane County Utilities Director -SPOKANE COUNTY PLANNING Examined and approved this - day of 1993 Spokane County_ Planning Department Director SPOKANE. COUNTY .HEALTH Examined 'and approved this day of 993 Spokane County Health District Officer SPOKANE. 'COUNTY COMMISSIONERS - This Plat was -approved and accepted by the County Commissioners of Spokane . aunty, Washington on this .day of - 1993. Spokane C,ounty Commissioners Chairman DRAWN BY: CHECKED BY: PoRT.ro COUNT A.SHI.ATGT LEGEND • DRAWING' NO.: oNFrENGIN DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Edgar :Bueschke, Louise E. Gustin and Midilome Inca platted caused to be latted into Tots, blocks and streets the land showen hereon as "MIDILOME EIGHTH ADDITION" and described as follows: That portion of the NE 1/4 of Section 33, T. 25 N., R. 44 E.W.M. described as follows: Begin at a point on the South line of said NE 1/4, 20.00 feet East of the West line of said NE 1/4, said point being on the East right of way (R /W) line of Bowdish Road; thence N 00'06'10"W, along said East R /W, 662.23 feet to the South line of MIDILOME ADDITION projected, as recorded in Book 13 of. Plats, page 18 in Spokane County Washington; thence S 89'47'00 "E, along said South line, 370.00 feet to the SW comer of Lot 1 Block 8 MIDILOME 1ST ADDITION, as recorded in Book 15 of Plats, page 35 in Spokane County, Washington; thence, the next 3 courses along the South line of said 1st Addition, N 79'17'OO "E 117.58 feet; thence N 88'15'53"E 147.82 feet; thence N 77'05'31 "E 41.83 feet to the NW corner of Lot 1 Block 3 MIDILOME 7TH ADDITION, as recorded in Book 20 of Plats, page 92 in Spokane County, Washington; thence, the next 2 courses along the West line of said 7th Addition, S 20'49'09 "E 179.47 feet; thence S 0011'05 "W 531.13 feet to the South line of said NE 1/4; thence N 89'48'55 1 734.95 feet to the Point of Beginning. No more than one dwelling structure shall be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filig a replat. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local Fire District, County Building and Safety Department, and Water Purveyor, will' be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Side yard and rear yeard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. Public sewer systems acceptable to County and State Health authorities will be made available for this plat and individual sewer service will be provided prior to occupancy. Use of individual on -site sewage disposal systems shall not be authorized. The owner(s) or successor(s) in intrest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, construction, maintaining or operation of stormwater control facilities. Use of private wells and water systems is prohibited. Drainage easements, as platted and showen hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage ease enMAadacent to the public right of way. The property owner shall maintain the drainage swale with a" live cover ;of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. Individual driveway access permits shall be required prior before issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineers office. The property owner or his representative shall inform each succeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. The streets as shown hereon are hereby dedicated to Spokane County forever for road purposes. Utilitiy easements are provided as shown hereon. The plattor does hereby dedicate 10 feet additional right of way along Bowdish Road. Sight distance easements in L1 B1, L1 B2, L9B2 and L1 B3, as platted and shown hereon, are hereby granted to Spokane County and its authorized agents for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Office . of the Spokane County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure' or have it corrected. All costs involved will be charged to the property owner. The owners of Lots 1, 2, 3, 4 Sc 5 Block 1, Lots 1, 2, 3, 4, 5, 6, 7, 8 & 9 Block 2, and Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 & 14 Block 3, shall be held responsible for keeping open and maintaining the path of the natural' or man -made drainage flow over and across the property. Spokane County does not accept the responsibility of maintaining the drainage course on private. Tots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. The lowest building opening, including basement opening, for any building on Lots 1, 2, 3, 4 & 5 Block 1, Lots 1, 2, 3, 4, 5, 6, 7, 8 & '9 Block 2 and Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 & 14 Block 3 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. IN WITNESS WHEREOF, We have hereunto set our hand and affixed our seal this /. day of , 1993. uise /,E. Gustin , Edgar Bueschke President MIDILOME INC. Secretary A = 89'40'50" R = 20.00' T = 19.89' L = 31.30' = 90'17 R = 20.00' T = 20.10' L = 31.52 A = 107'58'55" R = 20.00' T = 27.52' L = 37.69' EQUIPMENT e PROCEDURE A Nikon DIM-1 Total Station, and a Field Traverse were used for this Survey Spokane County Treasurer Examined and approved this Spokane County Utilities D URVE DA 9019'10" R , = 20.00 T = 20.11' L = 31.53' A = 8419'27" R = 20.00 T = 18.11' L = 29.43' A = 86'26'14" R = 20.00' T = 18.79' L = 30.17' LEGEND o Set 1/2' rebar cap No. 8642/9967 or as noted • = Found 1/2' rebar cap. No. 8642/9967 or as noted Set 1/2' rebar cap No. 8642/9961 = Subdivision Boundary - - - = 13' or 15' Drainage & Utility Easements Building Setback line COUNTY OFFICIALS I hereby certify that the required taxes on the herein platted land have been paid this _day of ,1993 SPOKANE COUNTY TREASURER Examined and approved this day of 1993 SPOKANE COUNTY ASSESSOR Spokane County Assessor SPOKANE COUNTY ENGINR Examined and approved his ? day of 1993 Spokane County Engineer SPOKANE COUNTY UTILIT1 S Examines and approved this 7 r d ay of SPOKANE COUNTY PLANNING Examined and approved this day of Spokane County Planning Department Director SPOKANE COUNTY HEALTH Examined and approved this day of Spokane County Health District Officer SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted by the County Commissioners of Spokane County, Washington on this day of 1993. Spokane County Commissioners Chairman STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) My commission expires / day of , 1993 ACKNOWLEDGEMENT A = ` 89'42'45" R = 20.00' T = 19.90' L = 31.32' A = 5201'12" R = 15.00' T = 7.32' L = 13.62' _'95'53'41" = 410.00 • 454.51 • 686.21' Salo G=4 eeSZ. , 1993 , 1993 , 1993 Notary Public in Residing at N 0 0 0 co On this /- day of , 1993, before me personally appeared Louise E. Gustin as her separate property, Edgar Bu schke as his seperate property, Edgar Bueschke and Robert Tomlinson, known to be President and Secretary of Midilome Inc., as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers of the above corporation on oath stated that they are authorized to execute the said instrument and that the seal (if any) is the corporate seal of said corporation. IN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal the day and year first above written. } 30' 0 Co O" O z nd for the State of Washington �... ,Washington Found PK nail 00 - -------- - - - - -- - - - - -- -- • • • • o _ °: 115.64' r 20' 0' N 1 5 t in E I Sight Distance - Easement 11 5 ' L_ 9.66' 9.16' • • • • • • • cci 6 1 I I t I t I 9.66' 9.16' I 7n o . i (® , I I 11 I 9 127.69' S89'48'55 "E 15,457. sq. ft. 1 96.89' 11505 E. 38TH '- Building Setback line 95.00' 80.00' 12,383. sq. ft. 99.41' 94.13' M 15,557. sq. ft. 3844 S. M BATES DRIVE Si•ht Distance E Building Setback 72.92' 77.46' .. 13,038. sq. ft. 20' 0' 1 15' 1 2.07 Found RR Spike 689 *E 00 M Building' Setback line- t HSO6 E. 38TH 0 0 11512 E.38TH 1 tti Sight Distance Easement 0 2 3sement Tine 5.00' T - 10' Utility Easement W 0 0 T- o z 11511 E, 38Th S89'47'00 "E MIDILOME 11,461. sq ft. �13' ,Drainage 85.00' 85.00' 10,625. sq. 85.00' 80.28' w 76.17' 80.00' BLOCK 85.00' cN 0 ft. 13,274. sq. ft. 3840 S. BATES DRIVE to • • • Utility Easement • • • • 0 rn Building Setback line 3845 S. BATES DRIVE , g 1 Sight Distance Easem 3841 S. ; BATES DRIVE 0 0 O nt 2 12,817. sq. ft. 106.03' - 37T�i--- - ,4V€�11�€ -- 1 3-8-TH --,44E-444E---- 13' Drainage & Utility Easement 0 0 1 N ADDITION oo 0 0 43.17' a? 811o193 370.00' 111 w 11,461. sq. ft. 0 0 r O Z 11517 (: 38TH & Utility Easement 95 85.00' 11518 E. 38TH 3 10,625. sq. ft. 85.00' 85.00' 85.00' 0 0 N / w 3828 S BATES DR IVE 11,626. sq. ft. a� /'5 c s) � � / g 0• o / / '. 'o 13' Drainage & Utility E 3836 S. BATES DRIVE - �X- 13' Drainage 3837 S. BATES DRIVE 14,983. sq. ft. N89'48'55 113.63' i�o op M 0 0 O O 11604 E. 38TH 4 10,625. sq. ft. 85.00' S 89'47'00 "E 13,184. sq. ft. to RE. 00RDEo' ' (117.5 " 117.58 0 0 N�g'17 106.75' -lt --I 1 i 1 11,472. sq. ft. 16, sq. ft. 1 0 . ,J M 1 1615 E. 38TH 1 1 t t t co co r M O ✓ 0 Z 74.36' 4 H603 E. 38TH 85.00' 6 85.00' 533.75' 0 � 0 0 I0 N 0 61,'67' 1 ,' / / i S r) UNPLATTED 0 1', 91.29' 1 BLOCK 8 • 93.92' 0 11616 E.38TH � ID S71'48'05 (R) / O 1 / /;, to / O 5 , / 0 11,614. sq/. ft. / 1 / ...S'6 1 73. 1/ F r 3 c) 180.06' BASIS OF BEARING The bearing of N 00'06'10 "W, along the centerline of Bowdish Road as per MIDILOME ADDIT was used as the Basis of Bearing f this Plat. SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. CHARLES E. SIMPSON P.E &,LS, 0967 5 t S86'13'l 4 "E(I4 ) • 22,066. sq. ft. 3825 S. BATES COURT \ 1 l 1 1 1 t I 1 1 • • 1 i 1 I o° 1 1 1 co / 73./ /I /3805 S. BATES DRIVE 11,524. sq. ft. 3c 3' s \ tc 6 1 t N9- VINOM 0 ( I u)1 t C 7 ! \ N I a2 i rt 1 t t t I I I 1 1 t ■ N88'1 '53E 147.82' w I 9 7.70' ' 25.06' 25.06' t I I w • 1 i 1111 12,386. sq. ft. 5' 734.95' 25' o / / / ,' 12,934.< sq. ft. / i °,6 3809 S. BATES DRIVE • • e \\ n /� • . S „. ate y \ / �, 3' l \ N '�\ / ,\ / �\ 'S F/ S 1 , 0 (?) / / \ �. �'i'J , �\ A / , , \ \ 0 0, • , �' \ 7 ' \ ti 7 ,38 S. BATES DRIV •y ,! a, 5 \ Drainage Easement ' '�. 1& o- O) co R =50' - 55 r THE AUDI CERTIFICATE Filed for record this day of 1993 at .M. in Book of Plats on Page at the request of 13' o I I 13 0 I 4. 1 1 1 1 1 0 ' 1 1 . 1 (R� 17,350. sq. ft. 3821 S. BATES COURT .1 2 x e �" O C'< \\ WD1V_OVE. F\RSI �•Og 3 1 E PDD�� ON ; Epp - - -� 0 E RECORpEp I \` 0$3 (N76'44-10B � - '�� me nd \` ./- -- \ ut i \i E s ` � 41. - EXistin9 10 \ \ \ 1 \ �N - \-\ o. - \ 0 ` \ \ \ \ 10' Utility E 14 1 3723 S. BATES DRIVE 162.59' N85'55'2 "E N85'51'21 "E(R) 3727 S. BATES DRIVE 17,576. sq. ft. 12 196.77' S "E(R) 20,487. sq. ft. 3801 S. BATES DRIVE '3 04, 1 1 N „ e 228.35' S o ti RA• 3813 S. BATES COURT ' .co 4. 26,409 sq. ft. �� ) ,� �,° 4; 0 • 15'1 Building Setback line 0 1 1 3817 S. BATES COURT ' 8 1 X 15' Drainage & Utility Easement oi 0 20,792. sq. ft. M N M 0 tri 3 FINAL PLAT OF z 0 0 0 2 3 GRAPHIC SCALE (IN FEET) 0 25 50 100 1 " -50' 4 Founded 1946 Founded 1946 tso -' 1- • - o N - - - m -'w rr 0 in 0 5 &impson Engineers, Inc. MIDILOME 8TH ADDITION A PLAT IN A PORTION OF NE 1/4 OF SEC. 33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 10 DEDICA TION KNOW ALL MEN BY THESE PRESENTS, that Edgar Bueschke, Louise E. Gustin and Midilome Inc. have caused to be platted into lots, blocks and streets the land showen hereon as "MIDILOME EIGHTH ADDITION" and described as follows: That portion of the NE 1/4 of Section 33, T. 25 N., R. 44 E.W.M. described as follows: Begin at a point on the South line of said NE 1/4, 20.00 feet East of the West line of said NE 1/4, said point being on the East right of way (R /W) line of Bowdish Road; thence N 00'06'1O "W, along said East R /W, 662.23 feet to the South line of MIDILOME ADDITION projected, as recorded in Book 13 of Plats, page 18 in Spokane County Washington; thence S 8947'00 "E, along said South line, 370.00 feet to the SW comer of Lot 1 Block 8 MIDILOME 1ST ADDITION, as recorded in Book 15 of Plats, page 35 in Spokane County, Washington; thence, the next 3 courses along the South line of said 1st Addition, N 79'17'00 "E 117.58 feet; thence N 8815'53"E 147.82 feet; thence N 7T05'31 "E 41,83 feet to the NW corner of Lot 1 Block 3 MIDILOME 7TH ADDITION, as recorded in Book 20 of Plats, page 92 in Spokane County, Washington; thence, the next 2 courses along the West line of said 7th Addition, S 20'49'09 "E 179.47 feet; thence S 0011'05'W 531.13 feet to the South line of said NE 1/4; thence N 8948'55 "W 734.95 feet to the Point of Beginning. No more than one dwelling structure shall be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filig a replat. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local Fire District, County Building and Safety Department, and Water Purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Side yard and rear yeadd setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. Public sewer systems acceptable to County and State Health authorities will be made available for this plat and individual sewer service will be provided prior to occupancy. Use of individual on -site sewage disposal systems shall not be authorized. The owner(s) or successor(s) in intrest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, construction, maintaining or operation of stormwater control facilities. Use of private wells and water systems is prohibited. Drainage easements, as platted and showen hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage ease�nentdent to the public right of way. The property owner shall maintain the drainage swale with all ve over of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. Individual driveway access permits shall be required prior before issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineers office. The property owner or his representative shall inform _ each succeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. The streets as shown hereon are hereby dedicated to Spokane County forever for road purposes. Utilitiy easements are provided as shown hereon. The plattor does hereby dedicate 10 feet additional right of way along Bowdish Road. Sight distance easements in L1 B1, L1 B2, L9B2 and L1 B3, as platted and shown hereon, are hereby granted to Spokane County and its authorized agents for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Office of the Spokane • County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to the property owner. The owners of Lots 1, 2, 3, 4 & 5 Block 1, Lots 1, 2, 3, 4, 5, 6, 7, 8 & 9 Block 2, and Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 & 14 Block 3, shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. , Spokane County does not accept the resporSibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. • The lowest building opening, including basement opening, for any building on Lots 1, 2, 3, 4 & 5 Block 1, Lots 1, 2, 3, 4, 5, 6, 7, 8 & 9 Block 2 and Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 & 14 Block 3 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. IN WITNESS WHEREOF, We have hereunto set our hand and affixed our seal this i ' day of , 1993. �. Louise E. Gustin //Edgar Bueschke / / `- t11 ;`! ;t i; - President MIDILOME INC Secretary 7 n L1 = 8940'50" R = 20.00' T = 19.89' L = 31.30' A = 9017'15" R = 20.00' T = 20.10' L = 31.52' A L1 = 107'58'55" R = 20.00' T = 27.52' L= 37.69' 0 • 0 Spokane County Assesso Spokane County Utilities D CURVE DATA L1 = 90'i 9'10" R = 20.00' T = 20.11' L = 31.53' I. = 8419'27" R = 20.00' T = 18.11' L = 29.43' L1 = 86 R = 20.00' T = 18.79' L = 30.17' EQUIPMENT &PROCEDURE LEGEND COUNTY OFFICIALS 1 hereby certify that th- requird taxes on the herein platted land have been paid thifday o : '' , 1993 SPOKANE COUNTY TREASURER Examine and approved this • �. ={ day of J 'pq ane County Treasurer SPOKANE COUNTY AS S OR Examined and approved this 1 day of SPOKANE COUNTY ENGINR Examined and approved his 7 day of Spokane County Engineer SPOKANE COUNTY UTILITIES Examine• and approved this 7 day of ctor SPOKANE COUNTY PLANNING , ••• . Examined and approved is 1 day, of --� -' .. ij::., . Spokane County !ii Department Director SPOKANE COUNTY HEALTH Examined and approved this '? day of 7r Spokanfr,nty Commissioners Gtaaiti n My commission expires / /6 � 2 1 = 89'42'45" R = 20.00' T = 19.90' L = 31.32' L = 52'01'12" R = 15.00' T = 7.32' L = 13.62' 4 /\ A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey L1 = 95'53'41" R = 410.00' T = 454.51' L - 686.21' = Set 1/2' rebar cap No. 8642/9961 or as noted = Found 1/2' rebar cap No. 8642/9967 or as noted = Set 1/2' rebar cap No. 8642/9961 = Subdivision Boundary = 13' or 15' Drainage & Util'Ity Easements = Building Setback Line , 1993 S 6P7 OEI fB iZ. , 1993 , 1993 i.� , 1993 pokane County Health 'District Offi f r SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted bythe County Commissioners of Spokane County, Washi bn .o this /r day of-- % // 13- A CKNO WLED GEMENT STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) On this -' day of , 1993, before me personally appeared Louise E. Gustin as her separate property, Edgar Bu s�e as his seperate property, Edgar Bueschke and Robert Tomlinson, known to be President and Secretary of Midilome Inc., as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers of the above corporation on oath stated that they are authorized to execute the said instrument and that the seal (if any) is the corporate seal of said corporation. IN WITNESS WHEREOF. i have hereunto set my hand gnd,affixed my official seal the day and year first above written. Notary Public in Residing at 1993 1993 • /lac' /rte 0 0 Found PK nail 0 0 0 0 0 z 20' nd for the State of Washington ,Washington 0 0) * r o' l . `3c o / Utility Easement 4 11,505. sq. ft. 3833 S. BATES DRIVE O 7 , � \`\ \ 96 0 \ o, i 7 \ \ ,3829 S. BATES DRIVE\ �` \ Drainage Easement \ <. \ \ I 1 //\ \ a� ,' \ 5 13,419. sq. ft. oI 01 w i 1 I I , 1 , 1 r , , , , , , , 12 S8336'25 " E(R) 20,487. sq. ft. 3801 S. BATES DRIVE 22o 88 , 0 N 11 /3805 S. BATES DRIVE /' 11,524. sq. ft. 4' S?3 0�' " 135 °0 , F(R) � N 3813 S. BATES COURT 26,409. sq. 'ft.' 9 8. 8 • M 0 T . r z 0 1- U_ 0 w 0 0 -- - -- ----- - - - - -- -- - - - - -- 11506 "E.38TH 1 �; 1 _ E 0 w 15,457. 'sq. ft. Sight Distance Easement 9 17.ss' S�9'48'55 "E 1 `'- 2.07' Found RR Spike 11505 E.38TH Building Setback line Sight Distance Easeme 12,383.' sq. ft 99.41' _94.13' 15,557. sq. >ft. 3844S r` i BATES DRIVE Building Setback in 77.46' r� n -=- - ------- 13,038. sq. ft. I 115 1 , 96.89' S89'47'00 E 0 9 1 �' 1, , o 1 l Building Setback 1 3845 S. BATES DRIVE 1 0 0 v) M T Sight ;Distance Easem O m line 0 O 0 nt A line O r7 O 0 t t <t- t �__ Sight Distance Easement I ,i 1 --i -I � t L ' t l t I_ . 72.92' . 5.00' 9.66' 2 S89'47'0a "E M1D1LOME 10' Utility Easement 11,461. sq. ft. 11511 E.38TH ._.7'______ 13' Drainage 85.00' 85.00' H512 E.38TH 2 10,625. sq. ft. 85.00' 80.28' 13,274. sq. ft. 3840 S. BATES DRIVE 8 76.17' _80.00 - - line J 3841 S. �, BATES DRIVE 2 12,817. sq. ft. 106.03' 37TH AVENUE - I - BLOCS 3 85.00' 2 13' Drain 0 0 10 N ADDITION 0 0 J 3 co M _ cP 43.17' 'CHARLES E. SIMPSON P.E. & LSD 9967 w : BJlol93 3 370.00' 85.00' 11,461. sq. ft. 3 115i7 ! . 3^TH & Utility Easement 38Th VEE'4UE 85.00' 85.00' ge & Utility Easement 11518E. 38TH 3 10,625. sq. ft. 85.00' 0'" �-<- 13' Drainage 9s 3 3837 S. BATES DRIVE 14,983. sq. ft. 113.63' N89'48'55W O O r ri -o � N 11604 E. 38TH o 4 10,625. sq. ft. 85.00' S89'47'00 "E 13,184. sq. ft. 3828 S. BATES DRIVE 11,626. sq. ft. �� /�,.' �/ o g 13' Drainage & Utility E 7 z 3836 S. BATES DRIVE semefit � i 7. i 4 11,472. sq. ft. 11603 E.38TH 85.00' -` - / 11616 E. 38TH / S71 48'05"(R) i 5 ;' 11,614. sq! ft/ i / s 1 7 S S¶7', , 61'7' 1 0 �o BASIS OF BEARING 74.36' 4 85.00' 533.75' S UR VEYOR'S CER TIFICA TE N 198.50' 0) T 0 O O O z UNPLATTED BLOCK 8 REC 117.56 �E 117.58 9 ' 1 7.00 N _ ! -- - - -- l 1 I ,t i 1 vt t -' t 1 �. 1 t 3q' 16,374. sq. ft. t 1 t ' 11615 E. 38TH ��1 5 I JJ I S86'13'14 "E(FFt) 1 I 91.29' This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. 1 The bearing of N 00'06'10 "W, along the centerline of Bowdish Road as per MIDILOME ADDITION, was used as the Basis of Bearing for this Plat. 93.92' 10 N X3°4 180.06' A) 1 I i J 22,066. sq. ft. 3825 S. BATES COURT I 9. 25.06' 5' 3' I rn w �I rn I 7 K / i / , 1 12,934. sq. ft. `i 0�4 3809 S. BATES DRIVE : 1O F \ \ �`\ ° s \` \ �\ \ o- 734.95' N88'1 0 0 O h ' Fled for record this day of 1' 1993 at � u1. In Book ?7 of Plats on Page at the request of p t t t t t t t t t t i t t t t t 25' '53"E AUDITOR'S CERTIFICATE I o I R =50' I I t '‚ 3 2 '1 g �OCK 1 O\T \ON 1 D , LO�E ::; i �1D` � 1"E t \�� 05 3 I N � iii \it E °S en � ert� 147.82' ' 7 _ '�- - 41.g - _ EXis {in9 10, , 1 25.06' 2 t 97.70' r `- ?__ N It w w I t J W 1 t 0) r'i ' 0' t I 55 3723 S. BIATES DRIVE 3727 S. a4TES DRVE 3821 S. BATES COURT 1 Buliding Setback line 0 1 ! 3817 S. BATES COURT FINAL PLAT OF ' Founded 1946 CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 GRAPHIC SCALE (IN FEET) MIDILOME BTH ADDITION THE NE 1/4 OF SEC.33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON Draina9e Swale 4' wide from Sta. 9 +00, Bowdisl-t Rd. to Sta. 0 +19, 38 1-14 Ave. 1 • DETAIL: ELECTRICAL TRANSFORMER Double M eta\ Spok 5-ta. To o' Dra■na t r Existing Single Sarr41 NOTE: Electrical Power TransFormers shalt be.' a minimum of 10 -Feet - rovn drywelts. 85.00' 1 Drywe\t, rtype B e. T Grate, Type 3 un Standard 25' Le +, 38 Ave. e , Etev. 20 ■8 C�Curb Ope.\ningGS-1 4 ft. wide , 8" inches deep Invert Elevation 2o12l 4 wide, Drainage Swale. sta. 3 +59 +0 **V ( IN FEET ) 1 inch = 50 ft. GRAPHIC SCALE 15' Dra Dr yw ell Electrical Power 'Transformer 113.63' N89 °48'55 "W Street 180.06' Easement TYPICAL SECTION END VIEW Swale -- 734.95' Concrete Apron - \ensth o'F curb cut and 3' wide x4'- thick) 228.35' Top o1 earth berm (3 c — covered with grass sod � \:\ Slope,min /3:► Slope,max. From *op of berm to bottom o Swale Curb Openings 4'wide, 8 "deep @ Sta.. 11 34.66, low pt. z• leSt and right 1 Q Snver* Elev. 2010 DETAIL: CURB INLET, TYPE 1 0 95.00. I Double karr l`A eta\ Fro, Spo (o C Sta. 0+ 40 Top c:r- Gros co M _ C C.-web ' ope 3 f +. wide Inver E.\- Curb 'Opens ,' wide., 8" d` l_ Sta. Gk 89 Invert 99.41' 3`wide Rc. 1.42.1.6 106.03' 2012 Driveways le Borr 'Dr yw ell, Tye. B 1 Frame : Grate, Type 3 o.ne County s-ko.nda a. . 5+05 25' Le•Ft, 38 Ave. o1 Grate - , Elev. 2015 w w O O co T- 4 r r) O 0 it z Easement Curb Ope.ni nol S' wide , 8` dgep SS S-Yo.. 5+33.5 Invert Elev.' 20 U.' e. o:rre: es Frame:' Spokane. Couvi Sto.. 2+ \5, 25 \ Stia• 2 F t5 , 25' r To' • . 0.. e., E S89'47'00 198.50' Sodded Earth Se.rm across Swo.\e, Sta. 5 +53 586'13'14 °E 1162 3- Do •1 :arrel D to.\ Frame. Gr 5• okane. County 30 z5' Ri , Top of Grote , 1✓1 . ,. Sta. 1 + t 8 , 2.5 Sta. 1 + 43, 2S To? o•F Grate ` p Drainage Fon , q \9 ri ywel\s , Type 13 to ,Type 3 Stand Rig t, Sates Ct. ev. 2.0\0 �+ , Bates C tr Ft, Bates C*. El ev. 2o1o2 ds ottom Elev. 2010 Top Curb x91 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS Dr \veway Curb 0 peh■n9 TranSttion Varies E :P 7'17 9S = Draina9e Basin Bounclar' Rv,no Flo D■re_c- t DryWe11 = Earth Berm in Swale LEGEND Driveway TYPICAL SECTION : DRAINAGE TYPICAL SECTION : DRAINAGE SWALE AND NO SCALE 1 :1 S \ope,min: / 3 :1 Slope., m •FCrorn kop of driveway to bottom oc swate STA. 9 +00, BOWDISH RD. , Right to STA. 0 +79, 381H AVE., Left STA.3+59 TO STA. 4+21, BOWDISH .RD., Rt. '208" POND • SECTION DETAIL NOT TO SCALE A Concrete Curb et --" Type Spokane Co_ Std. ( Drywell Io/ 19/9 DRAWN BY CHECKED BY Normal Swale Slope Swale Bo-ktom 0.01 SWALE, 4' WIDE 1_ Pond w Grass Sod '. Concrete Curb Concreke Curb LOT I ,` BLOCK I LOT I, BLOCK 3 Slope Sodto Top of Drywe\\ or Mastic' an :.posed Zo nts DRIVEWAY STA. 4 +43 TO STA. 5 +05 , 38TH AVE., Left LOT 5, BLOCK 1 STA. 0 +44 TO STA. 3 +48, BATES DR., Left LOTS 6,7,8, and 9, BLOCK 2 8TH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SEC. 33, T25N, R44 E WM SPOKANE COUNTY, WASHINGTON Founded 1946 i mpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 DATE DRAWING NO. 3 OF 3 PROJECT NO.