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1998, 09-23 Permit App: 98006563 Office, Production, Warehouse PROJECT NUMBER= 9800656_. APPLICATION D,_E= 09/23/98 PAGE= 01 PROJECT NUMBER= 98006563 APPLICATION DATE= 09/23/98 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 16124 E EUCLID AVE PARCEL#= 45122 . 9155 ADDRESS= SPOKANE WA 99216 PERMIT USE= OFFICE/PRODUCTION/WAREHOUSE PLAT#= 005608 PLAT NAME= BSP-22-88 BLOCK= LOT= 10 ZONE= I-3 DIST#= S AREA= 00000000 F/A= F WIDTH= DEPTH= R/W= 60 # OF BLDGS= # DWELLINGS= WATER DIST = OWNER= F 0 BERG PHONE= STREET= 16124 E EUCLID AVE ADDRESS= SPOKANE WA 99216 CONTACT NAME= RUSS PAGE PHONE NUMBER= 509 467 9748 BUILDING SETBACKS : FRONT= 57 LEFT= 28 RIGHT= 24 REAR= 52 ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT }4 Q. f BUILDING REVIEW COORDINATOR - J SHATTO �{ fir^, � 0" , COMMENTS: BUILDING PLAN REVIEW REQUIRED stop I*AWIN/Gs 'Tb SSt413011110 P&1DP.Ag2,. rt.eGToN FoR Kivvicw MJG A'rpg4VNL 1%116049; COMMENTS: j• 5-rj L Jof4Tia1RDc..MAWMKsi4Akuotv ttc SI'2J$<LIM, Si 1 Eflr 3. AWN/NSS aaerm. IN seirc?of LAO- EiIF?`otifl c W. RL t41 --U)1MNG BOLT-5 MEAD SPE— W4yn.e Yhorr-q}&ess, S.I — Joe -§"c had BUILDING ENERGY PLAN REVIEW REQUIRED COMMENTS: "\., ,...--) BUILDING ZONING/SITE REVIEW G `0.f�YJig COMMENTS : SEPA REVIE ENVIRONMENTAL REVIEW REQUIRED , 1 / -� /..4i34 /9? COMMENTS : UU CMA REVIEW CRITICAL MATERIALS (ALL COMM) COMMEN - fijle '1vbNic GINEER AC APPRO /FLOOD PLAIN/DRAINAGE / ; ' IL1. 8 :11461114 ,;t �,1_ �, PROJECT NUMBER= 98006563 APPLICATION DATE 09/23/98 PAGE= 02 COMMENTS : / ENGINEER SITE DRAINAGE TO BE REVIEWED / G'(/• / y ///1-05--- COMMENTS : P �T/VS .Z (5Z,-. /1/. 2-� /M4:e71i, �� I /i! / PERIPI L UTILITIES W/IN PRIORITY SEWER AREA O - COMMENTS: /44-LoOL Z ! 1 ILL1 t/ FIRE DISTR HYDRANTS REQUIRED 16121l`le Etee AWINel rh -F1 hi. Pct4) Che-- COMMENTS: ******************************* BUILDING PERMIT ******************************* CONTRACTOR= VANDERVERT CONSTRUCTION PHONE= 509 467 6654 STREET= 608 E HOLLAND RD ADDRESS= SPOKANE WA 99218 NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= OCCUP. LD= 50 BLDG HGT= 25 STORIES= 1 BLDG W X D = 324 X 100 SQ FT= 30700 SPRINKLER= Y REQ PARKING= 35 #HANDICAP= 2 CRITICAL MAT= Y DESCRIPTION GROUP TYPE SQ FT VALUATION OFFICE B VN 3575 188760. 00 WAREHOUSE F-1 VN 27125 579932 .50 ITEM DESCRIPTION QUANTITY FEE AMOUNT COMMERCIAL VALUATION Y 3998 .25 PLAN REVIEW FEE Y 2598 . 86 COMMERCIAL SURCHARGE Y 1451 .36 STATE SURCHARGE Y 4 .50 CRITICAL MATERIAL REVIEW Y 75. 00 ENVIRONMENTAL REVIEW Y 75. 00 ******************************* PAYMENT SUMMARY **************************** PAYMENT DATE RECEIPT# PAYMENT AMOUNT 09/22/98 00010966 75. 00 09/23/98 00011073 2673. 86 TOTAL DUE= 5454 . 11 TOTAL PAID= 2748 . 86 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING 'i Awo" I •.1-* :AP 4—4 1 4`::4 A 4406. *74A PROJECT NUMBER= 98006563 APPLICATION DATE= 09/23/98 PAGE= 03 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 8202 . 97 2748 . 86 5454 . 11 8202 . 97 2748 . 86 5454 . 11 PROCESSED BY: JULIE SHATTO PRINTED BY: KATHY CUMMINGS ******************************** THANK YOU ************************************ FILE NO.: 98006563 PROJECT ADDRESS: 16124 East Euclid Avenue AFFIDAVIT OF POSTING AND INSTRUCTIONS STATE OF WASHINGTON) )ss: COUNTY OF SPOKANE ) On the 28 day of SrP1!t12— 1998,I, 132 ► I`1 /3 o u TZ ,personally assumed the responsibility to ensure that the public notice sign was posted as per instructions and in accordance with the Spokane Environmental Ordinance at the following location(s) in Spokane County: Please note location:_.. / Lc r r<e QC co') flu fire' c21-- o ( 111.6.."'d t„), C ,/'er o‘ c' Posting of Public Notice signs for Environmental Review/SEPA must be on or in the immediate vicinity of the property in such a manner so that it is visible from a public right-of-way and that no information on the sign is obscured from public view by vegetation,and/or structures. The sign shall be perpendicular to the right of way. In no case will the sign be attached to a utility pole. The sign is to remain up during the 15 day comment period. The attached affidavit of posting shall be returned to the Division of Building and Planning. R -io .1c.-,NSo& - VV-N.ortir T Ccvs02+, nj Print Name of Applicant or Agent Signature of Applicant or Agent Address: E ' (n o$ H '- Si 0 g- 04* 7f278 Phone Number: 46 — tp664 (RETURN TO THE DIVISION OF BUILDING &PLANNING) Jeffrey E.Forry,Senior Building Technician 1026 West Broadway Avenue Spokane Washington 99260 Phone Number 456-3675 Spokane County Code 11.10.130(b) (i) NOTICE OF APPLICATION PURSUANT TO IMPLEMENTATION OF ESHB °" 4 BOARD OF COUNTY COMMISSIONERS RESOLUTION#96-0293 The Spokane County Division of Building and Planning(Review Authority)is providing a Notice of Application to provide the opportunity to provide comment on the below described proposal. You have 14 calendar days from the date issued to provide written comments to the review authority. The file may be examined between 8 a.m. and 4 p.m.Monday through Friday(except holidays) in the Planning Division of the Public Works Building, 1026 West Broadway,Spokane,Washington. If you have questions,you may call the assigned planner at the phone number listed at the bottom of the page. FILE NUMBER: 98006563 TYPE OF APPLICATION: Type II OWNER: F.O.Berg, 16124 East Euclid Avenue,Spokane WA 99216 CONTACT PERSON: Russ Page,Architect (509) 467-9748 DATE OF APPLICATION: September 23, 1998 DATE OF DETERMINATION OF COMPLETENESS: September 24, 1998 PROPOSED PROJECT: 30700 sq.ft. office and warehouse PROJECT SITE: 16124 East Euclid Avenue Section 12 Township 25 Range 44 EXISTING ZONING: Heavy Industrial, (1-3) OTHER PERMITS: Not applicable FURTHER STUDIES REQUESTED: Not applicable ENVIRONMENTAL DOCUMENTS: Review of existing development regulations,proposed zoning, and typical recommended conditions and or mitigating measures indicate likely State Environmental Policy Act Determination will be a Determination of Nonsignificance. WRITTEN COMMENTS: Written comments may be submitted regarding the proposal and the environmental review process. All comments received within 14 calendar days of the date issued below will be considered by the review authority prior to making a decision on this application. Pursuant to WAC-197-11-355 this may be the only comment period for this project. DEVELOPMENT REGULATIONS: Spokane County Zoning Code,Spokane County Subdivision Ordinance,Spokane County Standards for Roads and Sewer Construction,Spokane County Guidelines for Stormwater Management and the regulations of the Spokane Regional Health District are the primary regulations applicable to site development. CONSISTENCY: In consideration of the above referenced development regulations and typical conditions and/or mitigating measures the proposal is found to be consistent with the"type of land use", "level of development", "infrastructure", and"character of development". ACTION: This is a Type II decision and is not subject to a future public hearing. REVIEW AUTHORITY: Jeffrey E.Forry,Senior Building Technician James L.Manson,Director Spokane County Division of Building and Planning 1026 West Broadway Spokane,WA 99260-0050 (509) 456-3675 Date Issued: (71-2sl Signature: EiHvoRoHmER{.17 cn cK 00 SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11 . 10 . 230 [ 1 ] s,0 v'L O % 4� ° t 2�2 $?5 AV. Filing fee required at time of submittal 1 s NOTE TO PROPONENT: The Environmental Checklist (SEPA) is site specific: be broad enough in your descriptions so that possible future additions and changes in operations at your site will be covered, otherwise, you will have to fill out a new SEPA each time something new is added. If you move to another site, a new SEPA will need to be completed for the new site. For SCAPCA's benefit there are 3 sections in this checklist that need to be filled with specific and complete information: A6 - Timing and schedule. If a proponent intends to have on going operations at a site and the operations are not continuous (eg. gravel pits), the proponent should not place a time period that may limit his ability to operate. An example of this is when a proponent initially fills out the SEPA and includes only the dates for the initial operation, but intends to operate the same operation in the future through the life of the pit. The proponent should instead say "similar operations will occur over the life of the pit". If he knows the life of the pit, he could put in'the pit's closing date. Al - Plans for future additions, expansion, or further activity. If there is any possibility that the proponent will add equipment, or pollution control systems, or add production processes that impact air quality, then the answer to this section should be YES. The proponent should explain that the future possibility may or may not occur. An example of this is a gravel pit where the initial use may be just a screening operation, but in the future the proponent may also want to do crushing or have an asphalt plant operating at the site. These possible operations should also be included. Another example might be a coffee roaster who may wish to expand his business in the future by the addition of another coffee roaster and afterburner. All - Description of proposal. This should be general, however, it should also include specific installation of present and future equipment that impacts the environment whether it is soil, water, or air. A13 - In general, If a site is in the PM10 non-attainment boundary, then the source Is in the ASA, GSSA, and PSSA. If the source is close to the PM10 Boundary, we have a map that shows the ASA, GSSA, and PSSA boundary lines that can be used to determine whether the source is inside these boundaries or not. Any questions, contact: Chuck Studer at 456-4727, ext. 107 or Kelle Vigeland at 456-4727, ext. 106 April Miller at 456-4727, ext 105 f ` uAENva aL.ST (1-25. AJ) • , t . SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) Environmental Checklist �..� ., File No. qiS•4 Purpose of Checklist: The State Environmental Policy Act (SEPA) chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurate'y and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(Part D). For nonproject actions, the references in the checklist to the words "project", "applicant", and "property or site" should be read as."proposal", "prosper," and "affected geographic area," respectively. A. BACKGROUND /// j 1. Name of proposed project, if applicable: F: 0, Q O �Cf /61 .�- � uc.i I12 2. Name of Applicant: )""-. O. �L-, eo, 3. Address and phone number of applicant or contact person: E 410, TEC--/. r" f©40/43M U�f� ALL AAA 1, tol 4. Date checklist prepared: -! - Z I '1 1 5. Agency requesting checklist: = "• . -- . '- - itv '5FiN 14,044 t CDti.tsh'ru( "fit V►S W A De F lottt►O►I)4 PLANA ►/1.4 1 v ` •' ' viro SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) 6. Proposed timing or schedule (including phasing, if applicable): A5\(Dire /MA" 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. MO b. Do you own or have options on land nearby or adjacent to this proposal? If yes, explain. tilo 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. MOk1 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. 1`]D 10. List any government approvals or permits that will be needed for your proposal, if known. ►•e}t514Mk *w rC y ASS 0CA Allt0 ATdtgl0 1)0 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. r3.p7O 4S vviaci46c6c v.// Se!au.(= , nkA c, 7 p(x.D C 6C7 vg2t. `3 -nT ACr,c', ACEDA 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit application related to this checklist. T70/4 ler h21 8mhomie, porn n/0, - 22 f13 1ZELo,Q7/J /Al L / OP' bovpikg 511r e , p4. S' feoCo.. I.c.JA 13. Does the proposed action lie within the Aquifer Sensitive Area (ASA)? The General Sewer Service Area? The Priority Sewer Service Area? The City of Spokane? (See: Spokane County's ASA Overlay Zone Atlas for boundaries). f`IOre '. A5A COMPid e-4-: ea/76ft A/W ra o"E K- Ck P /4 AVM L fi r 2 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS Evaluation For Agency Use Only 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other: L J\T b. What is the steepest slope on the site (approximate percent slope)? 0— 436 c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. sgc�p-1 C 2AV� d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. acv e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. MI,.0 MAL 444014,4 AtO F LL.. n/1412.. c ul(A 0- palace f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Mr) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 85* Lar ibiektur it-f h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. AIR a. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. RL L115— + EAItPsvl i , Mlraaz GnAnnt,Si AS AFTZ ec ISl me-JJ 1= er vki'U- L.7UrriaNUMOIL VE-uaJG4z b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. 41A c. Proposed measures to reduce or control emissions or other impacts to air, if any: I f/Q 3 1400 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 1 1.10.230(1) 3. WATER a. SURFACE: (1) Is there any surface water body on or in the immediate vicinity of the site including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Ai/A (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described pvaters? If yes, please describe and attach available plans. N/A (3) Estimate the amount of fill and dredge material that would be placed in or removed from the surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. IL1nX.1.1= (4) Will the proposal require surface water withdrawals or diversions? Give a general description, purpose, and approximate quantities, if known. 4() '5111- th141 W/!L ]j�Jn( )Mn, Zvi Pc�tilQ� (5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. ML7 (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. at, b. GROUND: (1) Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities, if known. AO — E�31g"7,L ct?P 17 L (2) Describe waste materials that will be discharged into the ground from septic tanks or other sanitary waste treatment facility. Describe the general size of the system, the number of houses to be served (if applicable) or the number of persons the system(s) are expected to serve. NIA (3) Describe any systems, other than those designed for the disposal of sanitary waste, installed for the purpose of discharging fluids below the ground surface (includes systems such as those for the disposal of storm water or drainage from floor drains). Describe the type of system, the amount of material to be disposed of through the system and the types of materials likely to be disposed of (including materials which may enter the system inadvertently through spills or as a result of 4 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) firefighting activities). p(/R (4) Will any chemicals (especially organic solvents or petroleum fuels) be stored in above ground or underground storage tanks? If so, what types and quantities of materials will be stored? Nb (5) What protective measures will be taken to ensure that leaks or spills of any chemicals stored or used on site will not be allowed to percolate to groundwater (this includes measures to keep chemicals out of idisposal systems described in 3b(2) and 3b(3)? t1/k c. WATER RUNOFF (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. ij4A-rg2 v4/1L 2t/ I KOv 2 (0,403 (2) Will any chemicals be stored, handled or used on the site in a location where a spill or leak will drain to surface or groundwater or to a storm water disposal system discharging to surface or groundwater? MO (3) Could waste materials enter ground or surface waters? If so, generally describe. /110 w44ENT d. Proposed measures to reduce or control surface, ground, and ER69 .e11/41 SeD,�K��` runoff water impacts, if any (if the proposed action lies within COOTRO1— �"LOS. the Aquifer Sensitive Area be especially clear on explanations �R• Cam relating to facilities concerning Sections 3b(4), 3b(5), and 3c(2) (a of his checklist►.. '' ` i I L 1,-6„ID, V xM/ / '' �� GJ '� YDS 4. PLANTS a. Check or circle type of vegetation found on the site: °L- deciduous tree: alder, maple, aspen, other. evergreen tree: fir, cedar, pine, other. shrubs. grass. pasture. crop or grain. wet soil plants, cattail, buttercup, bullrush, skunk cabbage, other. 5 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 1 1.10.230(1) water plants: water lily, eelgrass, milfoil, other. other types of vegetation. b. What kind and amount of vegetation will be removed or altered? P/On1L c. List threatened or endangered species known to be on or near the site. i1Di E d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: MATive. 4.0 pi 5Pi E rt, 615- P6 o ce-. S 1 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, ongbir. -, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: other: b. List any threatened or endangered species known to be on or near the site. Nps c. Is the site part of a migration route? If so, explain. AO d. Proposed measures to preserve or enhance wildlife, if any: F e 6. ENERGY AND NATURAL RESOURCES a. Whatkinds of.energy (electric, natural gas, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing etc. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. SIU c. What kinds of energy conservation features are-included in the plans of this proposal? List other pr. .osed measures to reduce or control energy impacts, if any: = , t/h//j$ 4-4/ jn104111-0e--� C_AtL-gy /o . 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. 40 . 6 SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) (1) Describe specialemergencyservices that might be required. (2) Proposed measures to re,duce or control environmental health hazards, if any: O4/iA b. NOISE: (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? 4 IA (1 Y»d� 4 crir+1.I Th wT (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Af0/51e vV/LC /n/teCiq e SZ./bit-11-1--1 We/4h eo xis i J c r1c . Ac'J1 euros ria.l tx w. Bu t .)-iAVE sL t L->s 1,s(av •t- -t 1'1aoC v$ , _ (3) Proposed ea§ure to reduce or control noise impacts, if any: 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? TCA�l'T b. Has the site been used for agriculture? If so, describe. Id0 c. Describe any structures on the site. (`I()Ai E- d. Will any structures be demolished? If so, which? 1..1t, e. What is the current zoning classificati n of the site? ADKA M1 Id'Q IAC.- // kYrzIiL f. What is the current comprehensive plan designation of the site? e0All V111 Ott_(AL� PJ ICU frig. g. If applicable, what is the current shoreline master program designation of the site? 4 h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Ia) Approximately how many people would reside or work in the completed project? tLrjS _4(,L4 3 2 j. Approximately how many people would the completed project 7 • SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) displace? PAL k. Proposed measures to avoid or reduce displacement impacts, if any: m // I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: 51TJ i S' 2c 1 c COMML9eL.i4L-/Ai 0 urraort, 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high-, middle-, or low-income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high-, middle-, or low-income housing. cDi c. Proposed measures to reduce or control housing impacts, if any: 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building materials(s) proposed? 6L-D6 is ac-J TALL- (o✓I SiYc )( Q Rice r ri -(1,91_1 7- r-)(•&' ti J• f vitt c.f oN Ft24.114i" Cric ILL b. What views in the immediate vicinity would be altered or obstructed? KO/1t15 c. Proposed measures to reduce or control aesthetic impacts, if any: /S II 91095 44 L,et/ % )1TN E)w n1/W.s 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? LAAAU1 cP .t..L L-1641;16 f/j ,, To jtr )//ticL0 r) b. Could light or glare from the finished project be a safety hazard or interfere with views? ke, c. What existing off-site sources of light or glare may affect your proposal? Ntott1 d. Proposed measures to reduce or control light and glare impacts, if any: At( (-11-4-03I /( Vblu 12. RECREATION a. What designated and informal recreational opportunities are in the immediately vicinity? M T 5b04/)/ Pilot 8 • r .•, J SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) b. Would the proposed project displace any existing recreational uses? If so, describe. NJ , c. Proposed measures to reduce or control impacts on recreation, including recreational opportu i ies to be provided by the project or applicant, if any: NI 4 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on or proposed for national, state or local preservation registers known to be on or next to the site? If so, general describe. /Vi2 b. Generally describe any landmarks or evidence of historic archaeological, scientific or cu tura) importance known to be on or next to the site. ,sof to c. Proposed measures to reduce or c ntrol impacts, if any: 409 14. TRANSPORTATION a. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show on site plants, if any. 10 30% ' mcce� i -t(,r3 ► (SIL(....10 Ati b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Alp c. How many parking spaces would the completed project have? How many would the project eliminate? fl ,LJ Alec icuatioNtry d. Will the proposal require any new roads or streets, or improvements to existing roads or streets not including driveways? If so, generally describe (indicate whether public or private). IdO e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. �.a f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak would occur. �D voc,* g. Proposed measures to reduce or control transportation impacts, if any: 764)0 / ec /?> &V4 4Z1 ,4a/rx 1 Ars-(c5) Om lilt 9 , SPOKANE ENVIRONMENTAL ORDINANCE (WAC 197-11-960) Section 11.10.230(1) 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, ealth care, schools, other)? If so, generally describe. b. Proposed measures to reduce or�°ntrol direct impacts on public services, if any: AHA 16. UTILITIES _ a. Circle utilities currently available at the site: �� i <::73rE-e-6 refuse service, - - - sewe J septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the imm diate vicinity which might be needed. N/A 41, , u1 ui 33 hrar C. SIGNATURE /,r�G t tx M I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I also understand that, should there be any willful misrepresentation or willful lack of full disclosure on my part, the aoencv may withdraw any determination of nonsignificance that it might issue in reliance upon this checklist. Date: 7/" 0 Proponent ( lease print or type): t.O(C.1/ t- 6" 6/9-61F-/ i I r Proponent (Signature)6/'1.L _ _I d Address: 7/a 7,,f-Af1 AV , Iik ) WAS 1 Phone: 6?-y-,612.4 Person completing the form: Cts d564 Date: 9-2I-1'o Phone: :,16.7.-fi'fil'7 FOR STAFF USE ONLY ��7J /...Th Staff Members) Reviewing Checklist: .06 d:::zd Based on this staff review of the environmental checklist and other pertinent information, the staff: A. Concludes that there are no probable significant adverse impacts and recommends a determination of nonsignificance. B. Concludes that probable significant adverse environmental impacts to exist for the current proposal and recommends a mitigated determination of nonsignificance with conditions. C. Concludes that there are probable significant adverse environmental impacts and recommends a determination of significance. FILING FEE - $75.00 O:\WP51\DOC\EN VCHECK.LST 10 Critical and Hazardous Materials List Please 1111 out the following list as per instructions,return to the Department of Buildings,and retain a copy at your place of business. Feel free to make copies,attach additional pages,and/or add explanatory notes,if appropriate. Company Name: r0. 37J2 Gj' Property Address: 1(9(24 e. e cci Y AV . piumucr Product and/or Chemical Name: Litt l fl Maximum Quantity(Gals,Lbs,Cu.Ft): �AL l_o `� Material Classification(URC Table 9-A,9-B): 5 ; - MSDS Sheet etc.: ILIu Area Stored and/or Used: d) w:cm /4649mawvehstitAg /M opsrpam Proposed Method of Storage: „AmuFpbbnc ( Tpin./tq ('jI ��1 "pi,/ . PROI)UCI' 2 Product and/or Chemical Name: C),_, 67Ap5 Maximum Quantity(Gals,Lbs,Cu.Ft): 4 &A1.1, 5 Material Classification(UBC Table 9-A,9-B): �� J MSDS Sheet etc.: Al/A Area Stored and/or Used: 13,46,c4 . poem / raw." t ,lt t , -`z-": Proposed Method of Storage: " 5-7r. C TAMI Astfd)014-Gil PRODUCT 3 Product and/or Chemical Name: vulva.„ eitAti1G'g Maximum Quantity(Gals,Lbs,Cu.Ft): '/4 (t4t1.Q1f 5 Material Classification(UBC Table 9-A,9-B): gJl MSDS Sheet etc.: , J Lk Area Stored and/or Used: g t r� wl I £ O - Proposed Method of StorageeXM N t' j d+5 . � 1/74(` / 5 PRODUCT' 4 Product and/or Chemical Name: Ds FA F''rA „ 1 Maximum Quantity (Gals,Lbs,Cu.Ft): V`4 ee `lvey ' �� 5 Material Classification(UBC Table 9-A,9-B): ,r 11 J� N� MSDS Sheet etc.: N /� /Y /G—` Area Stored and/or Used: Q,wz, 1i I641-panyvt Proposed Method of Storage: L1�' vG,150e, ! 0'1 //I t W �j j�- PitOI)UCl' 5 Product and/or Chemical Name: Maximum Quantity(Gals, Lbs,Cu.Ft): Material Classification(UBC Table 9-A,9-B): MSDS Sheet etc.: , Area Stored and/or Used: Proposed Method of Storage: P1tODUCI'6 Product and/or Chemical Name: Maximum Quantity(Gals,Lbs,Cu.Ft): Material Classification(UBC Table 9-A,9-B): MSDS Sheet etc.: Area Stored and/or Used: Proposed Method of Storage: PRODUCT 7 Product and/or Chemical Name: , Maximum Quantity(Gals,Lbs,Cu.Ft): , Material Classification(UBC Table 9-A,9-B): $ is,'' • MSDS Sheet etc.: , Area Stored and/or Used: Proposed Method of Storage: PRODUCT 8 Product and/or Chemical Name: Maximum Quantity(Gals, Lbs,Cu.Ft): . Material Classification (UBC Table 9-A,9-B): • MSDS Sheet etc.: Area Stored and/or Used: Proposed Method of Storage: The above is a true and correct acc, nting the chemicals intended to be used and/or stored at the referenced facilities. -(l . j 1 , Signed by:L.--- _.. /.4t—v ,t,/(y� • Date: 1 �/ Owner or Authorize e resentative .,.t. .EMw� ,�y is 4�:, y y-' ., , - 4i, } �,4(if0, tri <,atP4 a -1,-.t, ., s''C',',,,"" , J � fe '1' . 5�..,r .,tt I ty( 4thil, iK i ,t; ' t`; 41,; ''',;,1,<P Y Ali [ j'(�,+ ,� .,s�< r} '�� s' S ,- •'' „$, ctS- ' 1 kr). ,,�, t 'i E-x d 7.. v n .>'. MM '1' pi �,, ,—,,,2"k t Sof'• Y•rl 'ttl'ZI',4i. j a igq��"�.i£'yS `tt�3'#. _'� 6 3' �>. Cr "?i t'.Xt 'S ,,,. i inY' , fi'ei X�e 1 rY ..04;y � •J'2> 4# , t 'R ')Yi Y ,-1 L, xi �, rti,,,,“ p, 1 ,'k� 3s D*3pyl B *�g 6�!�l�Y,'�«�x;::a.,x, � � 3;s � a �'i}� p ; �� ` � '�� >Y� � � :. � �: !i�� 3s..C�i`t.,g it 1 l .. q � ,/ ? '41.:`.1:4: a: # 4 AAt t illi' ti:;; 1r a �� a °`, �€:+ �{,1a � g8 ,, L - ok t�� ,��,{{oo Ya � y �� -. �sy,� .;,+��3�a, z`� aRya�,�. a, ,r,3�'� .�(' y,*y�.s�.an +q�, •. li' t2 J'n .k• , f, 1.: y ,r , Y.tt 4 'Yi'''' 3..� f ri& 4' 6fl g. .,1 �3. '.F 'ibW U ay�y "k. 4' X; •F ',t �Y (1 t�7�t _ Xc .F a. ' ', •,.t�$. t{ ..�4T ...A f Y' 44 VA' '4 p a 6 .1 ,, AS 4,1 �'N3 4;E t ti Y '{i ✓+ rx a, ,g ..r. 1YL L. <4 •ss t t" ..(<.a< <f •4.. 40 1 ,;,!. SPECIAL PLANS EXAMINER/SPECIAL INSPECTION ACKNOWLEDGEMENT FORM The referenced project requires special plans examination and/or special inspection in accordance with county policy, and the requirements of the Washington State Nonresidential Energy Code (NREC). Please acknowledge below and return to the Spokane County Division of Buildings. This form is required to be submitted prior to the issuance of the permit. If separate agencies/individuals are performing plans examination and special inspection services, separate forms will be required. q/0146 Date: Project Address: 161 -/ E. EzEDD AVA Project Name: ' O, g/906 Project No. Project Owner: Ed, &a/7 Phone: 5e!%4" - 4001/-nZ SPE/SI/Utility/Etc: ct( 5 Phone: Address: 1.2i. v r i,/1 t,3 t c,IL( , POA r , M/f) 9/Z01 Contact Name/Phone: 065 M STATEMENT OF UNDERSTANDING We hereby acknowledge that we have been engaged by 7t-L_ for the purposes of conducting,"plan review and/or ❑ field inspection (check as applicable) on the referenced project pursuant to the provisions of the 1994 Washington State NREC as it relates to the above stated project, and that we are aware that as a Special Plans Examiner/Special Inspector, duties and responsibilities as set forth in the SPE/SI program policies and handbook include (check below as applicable): 21 _Review and approve project plans for: 0 Envelope Cl Mechanical 0 Lighting 0 Observation and approval of: 0 Envelope 0 Mechanical 0 Lighting All discrepancies shall be brought to the immediate attention of the designer/contractor for correction, then, if uncorrected, to the proper design authority and to the building official. In addition, a final signed report is required to be submitted prior to the issuance of a Certificate of Occupancy. This report must state whether the work and the project was, to the best of our knowledge, completed in conformance with the approved plans and specifications and the applicable provisions of the Washington State NREC. Any work identified as not being in conformance is required to be brought into conformance, as is acceptable to the special inspector, prior tothe '_.uanc of a Certificate of Occupancy. SPE/SI/Utility/Etc Signatu Owner Architect 10/30/98 17:38 FAX 509 467 3534 VANDERVERT CONSTRUCTION 2004 10-30-1998 4:35PM FROM 1NBAR I STRUCTURAL 509 327 24er P. 3 • -- � C = O Evaivatticon c. ervice. • ; nc . / 1 ubs/dr,rry rruwarh,t1 ;,1 ,,,,. international Conierence or Building Officials EVALUATION REPORT. Report No• . FA.aas nu tic • + 1.0 It ri()i•.uu wnn minim v. ,� June. 199? Filing Category: FABRICATORS OF PREFABRICATED BUILDINGS AND COMPONENTS (064) • • FABRICATOR OF STEEL BUILDING COMPONENTS numoer and mark numoer co responding to production and ern. YULCRAFT—DIVISION OF NUCOR CORPORATION :wn orawings, ' POST OFFICE BOX 837 In.Evidence Submitted:A quality Control manual containing detailed BRIOHAM CITY.UTAH 84302 information on me quality contra!p ogram, resumes of key personnel. I Sub(ect:F3brtca:ar of Steel Buiid;ng Components• . proauciion floor plan anti Pm of pr maty production equipment. • • It Description: A General:Vutcrart—Oiv,sion of Nuc;r Caredra;,on rind ngs (amain tiuuctu,ai sleet building coningnents wnlc: .1%4;va wo,t;.ne iv Findings: That Vulcraft Otvii an of Nucor Corporation facilities uuiu„+n !lie nal metal arc welding ano shielded metal arc .tietd,rg z:o- located Cl 1875 West Highway 13 Se rad.Brigham City,Utah.are recce- resses Ile resort ,9 limited!o fabrication unser Section 306 to at;-e meed fabricators al structural steel I uilding components in accordance ooze Fabrication is under a Gualnv control program witn dtwec:ions by with the 1891 Uniform Building Cu I.with quality control Inspeellons Testing Engineers.Inc, IAA-521. by Testing Engineers.Inc.(AA-53Z. B.Identification:Each fabricate°unit is identitleo by a fag noting:tie This report is subject to re-exam nation In one year. • •'A • • • • • • • • • • • • F.,r►brnu•,a repurn lir/r itu li+/duunu,t err+vre.Inn..urn liturd with d,now rule IOW; 1107 ,nrrnhrre of IC 01).,Hli,ne the roar upon,+•h,rh der rep ahauu.l..uruut,nnrrpurrrarranr,ahrran,grIeMO eprHrMeneur.+rnrurcnron-rurhrronnburranV5flrt�roily addr,$ftInnrWunrndnr+rmrnlarrrrmm�,rn• dna,,.,,In?a. .31 rhe v,huerr rep„n. 111 I hn rrpnrl,+hawed uamn u,drpendlrnt Iru%or other rrrhn,rnl talc subht,t:rd ht din ripmeanl,I b/•/r'Ill)c,nlunnnn,Grill Inc.rrrhhira!itch hal IPV,n„•rd/be '•Ir,aalrl,in,/lP....h.r,I/1/1,,h1,/IlIN1,1•d INl\V'♦al/•1/11,r/,1,,/\re.rm�i.•un•rw,rarnnr•l,I rfJ,•nlud, •/)u hnaa...,, w,,'hr (,'tlI)l.a alaru,mn. rn•,rr,Inr.rr Lrr.. •.,•„I•„•'•,,1•\I.•.,,,, I, el,nI. ••,r11.11'r M I,r11I,•II/I„/11,•,,.11•tl/IY p,...0.11 I tilt tie U I.\•/%I.'/r•4.in J,.•y yf.c•tasmCr to ciok•A.beat I M remII/•,1/ra 10.I,tptth,M/IIIIJ, • P1100 1611 • 10/30/98 FRI 16:35 [TX/RX NO 5196] 10/30/98 17:36 FAX 509 467 3534 VANDERVERT CONSTRUCTION I j003 10-30-1998 4:34PM FROM UMBAR I STRUCTURAL 509 327 246" P. 2 "''w"''F ICB0 Evaluation Service, Inc. 5360 WORKMAN MiLL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Bl gilding Officials np ))) EVALUATION REPORT • ER-2078P Copyright®1996 1030 Evaluation Service,Inc. Reissued November 1, 1996 • Filing Category: ROOF,WALL AND FLOOR PANELS—Steel (216) • VERCO STEEL DECKS • be formed from steels described in Section 2.1.2. The SHEAR- VERCO MANUFACTURING CO. TRANZ®is used only at shear coat:ting elements perpendicular to 4340 NORTH 42ND AVENUE the corrugations.All end laps at end Iupporls must be at least 2 inch- PHOENIX,ARIZONA 85019 es(51 mm)and fastened to suppor s with arc spot puddle welds.as 1,0 SUBJECT • required by design.See details in 1 ables 4 and 6 and in figure 1. • • Verco Steel Decks.. 2.1.6 SHEARTRANZ®II:The systt rn consists of the SHEARTRANZ II restraining element,which shall b;formed from No.16 gage steels 2.0 DESCRIPTION described in Section 2,1.2.Th'e SHI ARTRANZ II units are used with • 2.1 Deal[T es- 1-158-36 decks at shear collecting si pport elements perpendicular to yP - the deck corrugations.No skewing of deck to collector supports is 2.1.1 General: The decks are cold-formed from steel sheets into permitted. In addition to the stan lard details, the conditions de- single-flute systems with galvanized,prime-painted,or mill finishes. scribed below may require the SHI ARTRANZ II. • All galvanizing shall comply with either ASTM A 525 or ASTM A 924. The first condition occurs with d. cks cantilevered over deck sup- A suffix number indicates a deck cover width—for example.8-24 in- ports.in this condition,the SHEAR1 RANZ II element is centered over dicates a deck cover width of 24 inches(610 mm). the longitudinal deck seams,allow ng a 12-inch(305 mm)gap be- 2.1.2 Type N Root Decks:The decks are available as galvanized. [ween the SHEARTRANZ II elemen s. prime-painted, or mill-finished. Galvanized steel decks shall be The second condition occurs wh in the deck ends abut at interior lormed from either ASTM A 446 Grade A minimum or ASTM A 653 supports.Typically,heavier gages ;uch as No.16 must have butted steel SO Grade 33 minimum, while the,prime-painted and mill- • ends,since lapping is difficult. In I lis condition,the top flanges of finished steel decks shall be formed from ASTM A 611 Grade C mini- SHEARTRANZ II units are centered ever the butt joints.Allowable di- mum.All steels have a minimum yield strength of 33.000 psi(228 aphragm shears and flexibility facto s are In Tables 20 and 21.instal- MPa), lation details are in Figure 4. ‘•) 2.1.3 Type HSB Root Deck,and B, BR,N,W-2 and W-3 Formlok 2.1.7 System 80: This system ct nsists of galvanized HSR-30 or Decks: The decks are galvanized, prime-painted. or mill-finished, HSB-36 steel decks.SHEARTRANi and one of the lightweight con- and formed from the same steels as Type N,having a minimum yield crete systems in Item 1, Item 2 of Item 3,below.Where required, strength of 38,000 psi (262 MPa). • positive venting of the HSB-30 an I HSB-36 deck is accomplished 2.1.4 15/15-inch Vercor and 15/18-inch Vercor VenUok Docks:The though use of either Ventlak-type Teck or vent tabs in the interior decks are galvanized steel and are formed from either ASTM A 446 bottom flanges of the deck,space 1 6 inches (152 mm) on center. Grade E or ASTM A 653 SQ Grade 80 with a minimum 80,000 psi The lightweight concrete systems Ire; (551 MPa)yield strength.The decks may be used for diaphragm pur- 1. Zonolite insulating concrete v ith or without Insulperm board, poses when a lightweight concrete fill,having a minimum 2-inch(51 constructed according to Eval lation Report ER-3260. mm)depth above the top flute,is applied.The lightweight concrete 2. Redcotite insulating concrete i red insulation board,constructed must conform to the following specifications: in accordance with Evaluation Report ER-3536. . 1. Oven-dry weight, 25 to 30 pounds per cubic foot(400 to 480 3. Lightweight insulating concre e complying with specifications •kg/m3). . • • in Section 2.1.4 of this report, 2. One-to-six'mix by volume of cement to aggregate. . Allowable diaphragm shear vaiu:s are presented in Table i 7. 3. Aggregate shall comply as a Group 1 aggregate per ASTM C 332. 2.1,8 AeousUcal Deck:HSB and I types are available as acoustical 4. The lightweight concrete must be tested in accordance with deck.See Figure 5 for perforation I attems.Data in Tables 3.4,5,6, "Tests of Compressive Strength of Lightweight insulating Can- 20 and 21 also apply to the acoust cal versions.Acoustical uses are crate." ASTM C 495, and must have a 3-inch-diameter- limited to non-fire-resistive asses biles. • by-6-inch-high (76 mm by 152 mm) cylinder compressive 2.2 Deaipa: strength of at least 140 pounds per square inch(965 kPa). Vercor deck. when formed from either galvanized steel or paint- 2.2.1 General: Section praperti is and minimum design thick- finished steel that shall comply with ASTM A 611 Grade E with a mini- nesses are shown in Table 2,and d ick profiles are shown In Figure 2. mum yield strength of 80.000 psi(551 MPa),Is permitted as a dia- Accompanying tables describe allowable diaphragm shear and phragm without concrete till as described in Table 19. superimposed loads for each dec;type.The general notes provide 2.1.5 SHEARTRANZe:This system consists of a special end sup- additional intormation, port connection weld with No. 16 gage Z-or channel-shaped sec- • Allowable tension for arc spot welds is determined by Equation tions for use with N-24,HSB-30 or HS8-36 decks.The sections shall E2.2-8 In Section 2230 of the coc 3. evaluation reports of ICBO Evaluation Service,Inc.,are issued solely to provide information to Class A members of ICRO,kti.[zing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes Not spectftcally addressed..or as an endorsement or recomurrn- 'NM. dation for use of the subject report. . This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, mnc.,technical staff has reviewed the test results and/or other data,but does not possess test facilities to make an independent verification.There is no warranty by It BO Evaluation Service.inc..express or implied as to any"Finding"or other mailer in the report or as to any product covered by the report.This disclaimer includes,but ii not limited to,merchantability. Page 1 of 4 10/30/98 FRI 16:35 [Ta/RX NO 5196] 11/02/98 10:36 FAX 509 467 3534 VANDERVERT CONSTRUCTION 1'tijO01 • RUSSELL C. PAGE architects hi.. a tried* • planners • restaurant design consuttan* FAX COVER Lb 1 t CR DATE: -1-1f3 TOTAL NUMBER OF PAGES INCLUDING THIS COVER LETTER oa ************************************************************ ********** PLEASE DELIVER TIIlS FAX TO: NAME : 'ray? Pct T L 4!T FIRM : cxlnl' / &/JL 1t e, P,-PT- FAX NUMBER : ( 509) -6-4703 • THIS FAX IS BEING SENT BY : ai-t 2-lS c(- If you do not receive all of the pages indicated above please call are office as soon as possible. Our phone number is (1309 487-9 i 48. ***********************************************************,t ********** 12E " V', cD, 13 =.2G 5 LDV— Pl'A %1,16 (#ALCS . RUSSELL C.PACE S09 E HoMnd Spokane,WA 9020 Phone 509/467404$ Fu 509/467-$M / - __�� \ �y � ____ __/` ._ \x // L~--~---- . �- - / ) `_--- / / . / / / /' / / / /' � / ' '/ ' � ^�\ ` � i ` " \ �� , �� /' G.-- ' (\ __-.•/ \ // // / / ^ \ _-�'��-__- \ _- _---_-- _ -' � ___ -_ '_ ___' _--- _ ' -__ n � � ,_- ~ --__`� __'---_____ / __ ___- _- _ _ __ -__- ___-___ ' 11/02/98 10:37 FAX 509 467 3534 VANDERVERT CONSTRUCTION Ia 002 t ---,- II/02/199S -.11/02/1999 10:13 5094557492 DCI ENGRS SPOKANE'" PAGE 01 DCFENGINEERS D ' AMATO CONVERSANO INC. fax memo DATE: November 2, 1998 JOB #: 98006.50 TO: Al KatZenberger FAX #: CC: FROM: Craig Crowley PROJECT: F.O. Berg NO. OF PAGES (Including Cover Pogo): 1 COMMENTS: DCI assumed 2000 PSF soil bearing capacity for calculations. DCI will nc t require a special soils Inspection as noted in the Special Inspection Sectic n of the Structural General Notes, however the owner Is responsible for verify ing sufficient soil capacities. DCI will not claim responsibility for excessive settlement or insufficient soil bearing capacity. 644.1c1 \ft. ..._\ WEST 421 RIVERSIDE•SUITE 606•SPOKANE, WA 99201 •PHONE(509) 455-4448•FAX: (509) ' 55-7492 10/27/98 11:06 FAX 509 467 3534 VANDERVERT CONSTRUCTION 12 001/007 RUSSELL C. PAGE architects �► wresele • Omani • roideurSti deep=mime FAX COVER Lfr 1 I tR DATE nom. NUMBER OF PAGES IYCLUDINO THIS COVER LETTER - ********************************************************************** PLEASE DELIVER TIIIS FAX TO: NAME TOW v./A.it FIRM : cot 1ni. 1 ILtI (r 01S (>>. FAX NUMBER : ( ) 45(- LI?D?j THIS FAX IS BEING SENT BY t�l If you do not receive all of the pages indicated ebov please call are office as soon as possible. Our phone number is (609 ) 487-9748. ********************************************************************** T(�I�Jt -fid SQ/AGI A L t l C77 c r alias CSL i FA-LFARKELL C.PACE 009 E.HAIM epokans.WA OU2B Phone 5o014e7-0740 Fax 500/4e7.08i7 10/27/98 11:06 FAX 509 467 3534 VANDERVERT CONSTRUCTION 2002/007 • • #1. SPECIAL INSPECTION AND • TESTING NOTICE/AGREEMENT • Project Title FeRA Project Address J6id r /zO ANo Project Owner 1 Q &.+' Project Number The above referenced project requires special inspection or testing per Section 1701 of the Uniform Building Code. Please acknowledge and return this Agreement to the appropriate department. PART 1. GENERAL CONDITIONS I. • This Policy Manual for Special Inspection under the Uniform Building Code in the City and County of Spokane sets forth the accepted and recommended practices associated with • special inspection. 2. The Special Inspector,the special inspection agency and testing lab,hereinafter referred to • as the Special Inspector,must be approved by the appropriate department 3_ The Special Inspector is responsible for immediately notifying the Building Official of any concerns and/or problems encountered_ 4. Copies of all routine reports shall be submitted by the Special Inspector directly to the Building Official on a weekly basis. S. The Special Inspector shall submit the names and qualifications don-site inspectors and lab technicians to the Building Official for approval using the Employment Acknowledgment Form. • 6. The Special Inspector shall use only those construction documents which have been approved by the Building Oficial. 7. The contractor is responsible for reviewing the approved plans for additional inspection . • requirements that may be noted. S. The contractor is responsible for notifying the Special Inspector as to when items listed in the Tests and Inspections Schedule will be ready for inspection. 10/27/98 11:06 FAX 509 467 3534 VANDERVERT CONSTRUCTION 003/007_ • PART 2. SPECIFIC REQUIREMENTS 1. The following must be accomplished prior to issuance of a permit: a. The owner or his designated representative shall,on the advice of the responsible design professional,complete,sign and submit two copies.of this Agreement to the Building Official for his approval. b. The Special Inspector shall submit completed Employment Acknowledgment Forms. All areas listed on the Test and Inspection Schedule must be covered by a qualified Special Inspector. 2. The following must be accomplished prior to issuance of a Certificate of Occupancy: . . a. All Special Inspector reports must have been received by the Building Official. b. The Special Inspector shall submit a final report to the Building Official stating that all items requiring testing and inspection were fulfilled and reported,and that • all work was dont in accordance with the approved plans: Items not tested and/or • inspected shall be noted in this report. A copy of this report must be maintained • on the job site until the Certificate of Occupancy has been issued. PART 3.TESTS AND INSPECTIONS SCHEDULE 1. The following checklist has been completed by the Building Offrcial•and indicates which • tests and inspections are required to be performed by a Special Inspector: •O CONCRETE-During the taking of the test specimens and placing of reinforced concrete and pneumatically placed concrete. O BOLTS INSTALLED IN CONCRETE-During installation of bolts and placing of concrete around such bolts when stress increases permitted by Footnote No.5 of Table No.19-E of the Uniform Building Code ate utilized. • p DUCTILE MOMENT-RESISTING CONCRETE FRAME-As required in Section 1921:9 of the Unifoaa Building Code. 0 REINFORCING STEEL AND PRESTRESSING STEEL-During all stressing and grouting of pc ease • • • concrete and during placing of reinforcing steel,placing of tendons and pry steel for all cooaete required to have special inspection by CONCRETE. WELDING-Ducie moment-resisting steel frames as required by Section 1701.5.5 of the Uniform • Building Code and all structural welding,including welding of reinforcing stecL I tGHSTR2NGTH BOLTING-During all bolt installations and tightening operations. 10/27/98 11:06 FAX 509 467 3534 VANDERVERT CONSTRUCTION 004/007 • STRUCTURAL MASONRY-During preparation of masonry wall prisms,sampling and placing of all masonry units,placement of reinforcement,inspection of grout space,immediately prior to closing of cicanouts,and during all grouting operations. REINFORCED GYPSUM CONCRETE=When cast-in-place Class B gypsum concrete is being tlbixed and placed. O INSULATING CONCRETE FILL-During the application of insulating concrete fill what used as part of a structural system. O SPRAY-APPLIED FIREPROOFING-As required by Uniform Building Code Standard No.7-6_ O PILING,DRILLED PIERS AND CAISSONS-During driving and tenting of piles and construction of cast- in-place drilled piles or caissons. O SHOTCRETE-Dining the taking of test specimens and placing of all shcccrete and ag required by Section 1922A0& 1922.11 Uniform Building Code. • O SPECIAL GRADING,EXCAVATION AND FILLING-During earthwork excavations.grading and filling operations inspection. ' o SPECIAL CASES-Work which,in the opinion of the Building Official,involves unusual hazards or conditions. 2. The owner hereby certifies that the special inspector(s)named in this agreement have been engaged to perform tests and inspections,as indicated in the checklist above,during . construction to satisfy all applicable portions of the Uniform Building Code. • PART 4.DESIGNATION OF SPECIAL INSPECTOR(S) List special inspector(s)intended to be employed by the owner,include name,address and phone number for all individuals who will be doing on-site or lab work relating to the required tests and inspections. 10/27/98 11:07 FAX 509 467 3534_ VANDERVERT CONSTRUCTION 2005/007 • PART 5.ACKNOWLEDGMENT I have read and agree to comply with the terms - • •n." '• • ' /7 - t. . • D/J r OWNER /Y B e_ 41,u �./- .2 ATE: %-/Ar CONTRACTOR V Atrur GrcCBY: -_�.1 DATE:. i61'2z/9$ ARCHITECT: /Ale 1(4BY: G / DATE: /uj'tv ENGINEER/i le. •_ BY: _.. DATE:t df zI(98 PART 6.ACCEPTANCE BY BUILDING OFFICIAL . • I accept the special inspector(s)listed in Part 4 for the purpose of performing required tests and. • • • • inspections listed in Part 3. BUILDING OFFICIAL: BY: DATE: __ 10/27/98 11:07_FAX .509 467 3534 VANDERVERT CONSTRUCTION 1006/007 Oct-26-98 11 :36A Gi-Ffor Consultants 5095 2925 P.07 E_ly/4-Ul SPECIAL INSPECTOR AND TESTING LAB EMPLOYMENT ACKNOWLEDGEMENT FORM Please complete one form for each INDIVIDUAL performing Special Inspection or Testing work on each project. Date September 23, 1998 Project Address 16124 E. Euclid Avenue Project Name F.O. Berg Project No. Inspection or Lab Firm Name Gifford Consultants. Inc. Address 2020 E. Springfield Ave.., Spokane. Washington 99202 Phone (509) 534-3670; FAX (509) 534-2925 Name of individual performing work Timothy D. Barber ICBG Number 66513/57708 ( J Non-Certified Trainee Supervisor(if Trainee) ICBONo (must be Certified Special Inspector) STATEMENT OF UNDERSTANDING 1, Timothy D. Barber ,hereby affirm that I have been employed by Gifford Consultants, Inc. for a duration of as needed (hours, days,weeks) to provide special Inspections under Section 306 of the Uniform Building Code of: Structural Steel & Welding Structural Masonry as it relates to the above stated project and that 1 am aware that as special inspector, my duties and responsibilities include: 1) Obser/atiori of the work assigned for conformance with the approved design drawings end specif:caticr•s, 2) Furnishing inspection reports to the building official, and the engineer or architect of record, in addition to other designated persons. All discrepancies shall be brought to the immediate attention of the contractor for correction,then,if uncorrected,to the proper design authority and to the building official, and 3)Submitting a final signed report stating whether the work requiring special inspection was, to the best of my knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code. I also agree to immediately notify the budding official if my employment as it relates to this project is modified in any way or terminated prior to submi I of my final report. Individual's Signature c.v 0. ,7 .— Supervising Special Inspector's Signature (required if indiwal is a Trainee) • --11— 10/26/98 MON 12:12 ITX"RX NO 5819] 10/27/98 11:07 FAX 509 467 3534 VANDERVERT CONSTRUCTION Z007/007 Oct-26t-98 11 :36A Gi'F or :Consultants 5095: 2925 P.08 E-1974-01 • SPECIAL INSPECTOR AND TESTING LAB EMPLOYMENT ACKNOWLEDGEMENT FORM Please complete one form for each INDIVIDUAL performing Special Inspection or Testing work on each project. Date September 23, 1998 Project Address 16124 E. Euclid Avenue Project Name F.O. Berg Project No. Inspection or Lab Firm Name Gifford Consultants, Inc. Address 2020 E. Springfield Ave. , Spokane, Washington 99202 Phone (509) 534-3670; FAX (509) 534-2925 Name of Individual performing work Craig R. Knapp • 1CI30 Number 0871785-85168742 [ j Non-Certified Trainee Supervisor(If Trainee) ICBONo (must be Certified Special Inspector) STATEMENT OF UNDERSTANDING • Craig R. Knapp ,hereby affirm that I have been employed by Gifford Consul tangs, Znc. for a duration of as needed (hours, days,weeks)to provide special inspections under Section 306 of the Uniform Building Code of: - St:ructural Steel & Welding Reinforced Masonry as it relates to the above stated project and that I am aware that as special inspector, my duties and responsibilities include: 1) Obser.+atlon of the work assigned for conformance with the approved design drawings and specifications,2)Furnishing inspection reports to the building official, and the engineer or architect of record, in addition to other designated persons. All discrepancies shall be brought to the Immediate attention of the contractor for correction,then,if uncorrected,to the proper design authority and to the building official, and 3) Submitting a final signed report stating whether the work requiring special Inspection was, to the best of my knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code. I also agree to immediately notify the building official if my employment as it relates to this project is modified In any way or terminated prior to su ttal of my Etna r,po Individual's Signature lr � ' - -�� - / - Supervising Special Inspector's Sig •�e (required if indivual is,a Trainee) . 1 _ 10/26/98 MON 12:12 [T%/BX NO 5819] egg-APR-Jot-nom cfricEWAREHousE/ F.o- SEP E. 16424 £ucLID AVE. a z9 -yikePaye_ owl gskeJ. fr ivy/pal, C- I (n01-41ync.)q„1. arm w►ykts. Row P8 F-�,' TYPE 11-N LocR7ioN N ` 561l!57Rr> r, S— 50 ` U)-- 34‘' - 62. ]2.0or°Nag iANC 44 FU-rURR EXYANs)o ONE Boa. (,.Rss TIAN 20' SO 1 7 201 Ok No R*1)i J s 4.. Ftoat AREA /oo X' 230' = 2 3o oo s&.p-r Roof ovE> N1W .soX loop ; 5000 Sat.F�: Fu-ruKE. I x 50' = Boo is .Fr, 28,800 ssl.f7 AL10bvABt,E Moog. AREA 1j8c. TA1 5--It 5-1/ 8 / ii-N 121000 sQ.F- * s1PE YARDS ()VER 2.o FEET a 3' -zo = 14= sr% 1i X o.OS s.7O 7o 870 1 Nc1gEAsE. 7 PY 3 SI PE YARDS FARE 1z ' 'rib'--zo= 26x 0.aL54= 0.65 Cs ?o ass TSIPEs u7 70 {o /NCREA5E 127o0o X,70 8,S'oo 12,000 8'oo ; Zai 5'oo 2o��C.ca sci. FT Au wrc,P 4 28,goo 7 2i5Fo0 ova ie. ARCA 111 Nsir 16.L17(1 ouug- Ag-tik cAti rT 5 SPI-)NJ Lc 6tti«.Dl►x, SI° 2 ,SFoo y 3 61/2or) 2 8 0,0--v A 6/) 2619 t- 97' z . /6/Z`f gucfi01 AVE, �Ta�LIL�s' / 2 A�uw !410 z- 2Y`8~H ai4 Zl 8 �- IfoArtialt.4 p FLIZ5 FLOC) )1-P tM c- il-N� 28 Soo 21Qo1 --293oo - 35o0 3ya s P1 sIeLE 3s' PARCh4t' sPAcEs -rldsLIE ti-ie 2,6-so 2. pca.X.ss 43 LE U.tet W,\ D z wog sPncgc sYaw ra P A I.o 2 VANt � t 8 1ste +`$ 2 - WADE P!✓Tr--ThetE WA 934444 kr 146(M slveluArLk. M4P P, 'ItN6 FLUSN PARr ):4e CW46 (tAWNe 1 z 12- m A►N 1 -t o s tpe 411 73 ' PeTEC Bl.E tat IWO p!t 1,1 W4l-k 1:48 unzH cu RB R.Am 5 wtpz S' 7 art .t Pion-71519 p h 1.o NFTE . VCTec7A8d..a, WARNAN kr RAGLlD 4AtrrieA 43 forro tE Acti S'XS LA4P 1C P612 11000 1v A 2.0 0g /WE LEVEL_ p+elm sue 3 724/- el.cl �p AVE. NatL z7"— 7? MITE 6:93 EArrs AT GIRAVE. 2 on) sbP� wALu -Z"o PA agli\16 AND Ptlauc Witty 2. (��1tn11z 52 mEZzAN/NEs b lhIS\CE^ GG 0.403 EVA(.Ul OM sta. 1ANCE /4/A. I3-7 4 Ivo 6 LE ✓/r stQ- / s--7171Zy k(014/Low OR1NkiN, Fuo1-rAlp prA2.t mrcE !11 c rl-tEit2s S' UNE:114 ¢)e 36 "ThA)6 5-1-731 X 3 pzetfic N•Aorh cr . 7 NcrVE. 14eIGIti v gRrAC K40/1q coley ALAitrns j Jm& Mira gil e 1;12. 1:!o }� f A I.1 J dmf nro s-T s p. 16i2q- Eu.cuP AVE. boom 3` Ty!! pq.o ,= 12- Es-, ETC. p149to Pobr 4'I- P441 c O i®Y'' !Ca orely / "fro kn W Wye.` I Y f2 No \/1iioN PANEI-•s- f s 'Tituti ins- gcs-ro MA"N AMPSTA1L Poen- 5-0.)ING3-7 II NKK : Pool- 2ANP /vow skJ11-1E 8Y 4N'ti�R s'ct .t 3o " 3a 1 Z9 n ✓ sXS 1ieU ► rig: wino L. st FLP -o RJ# . 1-71! " ✓ p.jer 9 uN10�� D14\v0-- `' 771' j ► < < :i8 L lac caIzliB mp-s 33 33 - 3(L-- Reap_ ZY." op Song ✓ saw 54-" Cg t-6= 5-4 10 p 5 E. 1(42k -14C LID A . 11 hL r 1717 Ln\/ 34.1' ..344' comp- affl kNPl✓P 221 =21 kro ocx;t4pApcy 6b 4s.gglttcE(Loon`log 13 SX /a9 4.5- = lz c ) 0) 3 SALES /r2A114Q1crt EAS 102 1!.5`C 12.5 = 170, v 170 1 rA.ag 16�7S- _1 Accaumr /3.3-A3 /3. n 12.5'_ /6873' too 3t/,68757(pw Pg4511:E4T lot /8.5f x 13,5= Z'1Y.75 z4176-7(1) loa 1 • AJaaorr L 1� )( Zo 5 =287 ZQ 7 tb_ L7.2...(2j37c...(4 P�pccronl I46 lit X /s= 266 Z66 log r cfD QgAra . eiaratclioN /07 /4v22.-----3bt 23_02?/(0.3 Mai 1/2_ WorntN til 31 PoaP. £Aca 5i'froR•r lob 3o17( 26 = 730 Tat7�fl E141-r-114(zu4'N * -ir-r tv (1 j Ji-1GrosfikoR' leo grceer e1J too WAIT 1/0 MK-LW -LW � iE C45E s 5'6 (1) t:1t7�ERtoF.- 3 �BW�IPI�o�t jotJ 3�{), l8 36 6ox3o= 19o0 ZoX51o= loco 131,12. 13,t'f2 zoo =169.74 69 761) a r)(/TS 61 powlgts 31 At) (t)3' %rj1+I_ 3 )(yrs oV FSR 01 h-6 oN A-C„ f- G a. IZ 4- b It c L,If) t2z7AD ocr rnfb P T 0 A 2.3 100 X lua /000D s-r i.. floor .doSTS r fl L l2 c/ , Non)comBus-nalg ND Wilco i s--r'c N//A L `AWB o1J S1TEL. iA 2.r.3 paw -r 1 ss ME74 L :s - i m.1,LS'izr. • snuskE VENTS too 230 = ooQ IN ££Lpy F 5/NIry y oilkf. s0000 P7:- z3,wo I-3boao /VA , rt 12rg—►Z csys-rolir Nl eop 1 L.oc k iN t p A 2.3Pe401 3 KtT *3" 3160 3zo /S.] Sce a 1,u.f- 3`S tIt# G049K-- WfLOtt $ Lf o 142-o lzoo l g E f See ao-l-e Ong:CSS Z MS ski ioG o-U,T AilouING HA2ARPOus Loc ok) 1007.5F YrKrrit-framv W gLarlG TOTAL occ..(06147 12.6 t--1.70 4469 2..5' + 19.13+ 17.73+ 3.00.-t 7.86f 3251 + 69.74 /.57.84- 9.6 laltrn4 1C{`f-23 c. 2= 3$.y4c" Kms 3z-- /Le" w 64 /2.74- ' = /f2 " 1927 r2 re-WEL 130' w0f2-5it c st 13o 'Zoo 's POo2 `t- resf are 4116e, rio khQ ))ocbe, p 44.0 60 P. 7 ! '0124- EucLiP go AD Ire tiTt LAM a t4 PATtt = U614lacy ) Mrre : / 2-2-A S Slzi. excr sgrsts p. A4 egePu c-170N nhrrE. ry rT s t N S .4 J/P EIr1E/e.GON y u C H Trusy e N &FPS cls hRSA �86 S?lWc17.N pj)20 -7 s77§1,112 c-,gracst.earrEIeUSLS W F11 gcss r► wo p y1—n1 8,6C-44rnrq Nfloi/ roeTINis 3 ' J Lok) 610+0E. c s21.I '�� . 1.02(1- E�*1;d St L 20-o 0 No leerr+- a6 sc,A�3 • 32 J-1614le- 1 2..L (33TWEEN oFFIGir t W fipitcrio1l 13 M4t2 N Nor wooDW0/2/cIN-Cr F-t mu 5-1 N (Non .irre) Hemi ? N. amvl, Nor- Qg'&u lleEEP --a tE KATE wAu. No/V-/ZA rs ilfts ORE—auEPICt 7 t1gcTA-13LL 3-A- J IdoWlz k/A/LL S/JoiON ul -361ci We 3.663- p /41--o 4-A 2.0 DooI2. 3 ks IN I Nov -- v lrvtbo ° b s#oto N U1 Igg c.hss sA -t�► NON Coi1*LS1-I6Lor yr N STEcL J013T !fro VeN-Cl 0N/ I DgAFT5T5PS A1RFJNAQE Orr Eng) (41‘ 4(,�. y"1 / RooF- 51-oPE ,A 2r3 bvvi-LING u fc verrrc FLATP1 ACit.Z Co Mecca—MILE KFi. 7'Fo 2_ Part:, 141614-PI LED S-r A4c- 7202_ Nies-cam, tt)61-WN4 cirri- f,7`F (A Fc RE S-s1Oom FLooR 7 a U,1i6LFY ahsE 13 G " d1U JRgy "TILE t,t)ALLS 15" - � -TYP►e-"X 2.2 - 1-4414 r c 'TILE WA1,Nsco ISZFinT At heCg- 1,47-05 Amoss 11J3 t'g.(�f03) p. 9 E • 61zt+ EaU V AVE t1\€ c 2?-A FA CrOg I Zoon 281600 20 p Q /Si.`f 1 • rhEN 1 4`f W00)670 meN ! Wcc (IA Rd NRL =Z 2 _ j1- 25' n}EN 2s 7J ' ` / LA/ /or Z t<Jc WeArN Z title 2 s II- ZS►vomrN ?mss 7/41 " 1 LA rer IOC, v A uta It 1 u!‘i4/Lbw DgINki U F U PJ7A1N 210*3..54 }}ot.J sg nlO 1i77 AlTric/i9a 4.5e6O Fvh c rn cAL Biu r l2/ALS U5T 5LAA, an) GILA'pr C1 Th,4 sa n)2Y CIr7W10,e. WALLS 5-TeF L TO S W Au_.s rJ f 112-E s ToPP)KA NMI came U 5- 7pLE COIc/ E-rk coV CS- p,So Roof' the- cH p 4 2.3 d [ piled. mo Sk yLl TA(3Cg 3-B oFF1 cGAP)2oplic7ioN WALL. &QT ! 1 oL(fe No dN 3Gli-mot) NIT 4u(a sAra-ry GL z)tJ r i4 9-0 wrrili z`f- p.. io /6 /2'{- EcicLI1 AVE lote IV 511Ac7412.AL- /J.)-rg '. £f$!L. +Jo tsT Asp 6Ig.P6R- D R.AW I NES 1ryA3pNey 47-5— ' 32. V H CZJki` 1- ea 'Er kdc S tom. (2) Asa Tor aG 7 Ntrre S TR, t COAR AL PW IKI tt4 q pizA n)IN C7 FA I32Ic k—[og--s titsiS; .0 NITe 63a Nnr 5p eclAL. /A)Sp orts Con!f 0..5 (.oELD, W)As KIR3 C'.cMPIscToAJ, CAW Wrier0 0'U P Lit 145 I }4,1* - Sit!cr41c nE�a(L- !ite 6 I) S Aro i,J 3o urirvD 7u1-"--- sgts t i c. _2o 203 v)igaZA-wi(le -3'io11.-AUE 12s `----- e) 1 f. 12Y- U cup Mf; bi.� Norrit Mci}/pW t3 See I k4er cF rhmS $J� SAW:- malt% c sPRIntt(LE2 s1s 1Yt $ 1LSz3 4 BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: F.O. BERG DETENTION BASIN DESIGN BASIN: ZONE-A REVIEWER: KSN NUMBER OF DRYWELLS PROPOSED DATE: 30-Oct-98 1 Single(type A 0 Double(type B) Total Area (calc.) (see H1) 0.27 Time of Conc. (calc.) (see Hl) 5.00 Composite"C"(calc.) (see H1) 0.90 Time of Conc. (min) 5.00 Area (Acres) 0.27 C Factor 0.90 Asphalt Area(sq. ft.) 4200 Volume Provided Outflow(cfs) 0.3 Area * C" Factor 0.24 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*#3) (Outf.*#2) (#5-#6) 5.00 300.00 3.18 0.77 311 90.00 221 5 300 3.18 0.77 311 90 221 10 600 2.24 0.54 382 180 202 15 900 1.77 0.43 431 270 161 20 1200 1.45 0.35 459 360 99 25 1500 1.21 0.29 471 450 21 30 1800 1.04 0.25 481 540 -59 35 2100 0.91 0.22 487 630 -143 40 2400 0.82 0.20 499 720 -221 45 2700 0.74 0.18 504 810 -306 50 3000 0.68 0.17 513 900 -387 55 3300 0.64 0.16 529 990 -461 60 3600 0.61 0.15 549 1080 -531 65 3900 0.60 0.15 583 1170 -587 70 4200 0.58 0.14 606 1260 -654 75 4500 0.56 0.14 626 1350 -724 80 4800 0.53 0.13 631 1440 -809 85 5100 0.52 0.13 657 1530 -873 90 5400 0.50 0.12 668 1620 -952 95 5700 0.49 0.12 691 1710 -1019 100 6000 0.48 0.12 712 1800 -1088 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume =Impervious Area x .5 in./ 12 in./ft. = 175 cu. ft. Grassy swale pond volume provided= 262.5 cu. ft. DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring= 221 cu. ft. Number and type of Drywells Required= 1 Single 0 Double TIME OF CONCENTRATION (minutes) Tc (overland) Tc (gutter) Areas "C" Ct= 0.15 L2= 30 0.27 0.90 Z1= 0.16 0.00 0.00 L 1(A)= 0 Z2= 50 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.02 n = 0.016 0.00 0.00 s = 0.01 0.00 0.00 Tc(A) = 0.00 d = 0.14 0.00 0.00 Total A Comp "C" Ll(B)= 0 Tc (gu)= 0.32 0.27 0.90 N(B) = 0 Tc(A+B)= 0.00 S(B) = 0 Q=C*I*A= 0.77 Tc(tot.)= 5.00 Q(est.)= 0.77 Tc(B)= 0.0 Intensity= 3.18 A= 0.491568 WP= 7.1432 R= 0.0688 V= 1.56 Tc(total)=Tc(overland)+Tc (gutter) Tc(gu)= 0.32 Tc(overland)=Ct*(L1*N/S^0.5)^0.6) Q(est)= 0.77 Ct=0.15 LI =Length of Overland Flow Holding= 1.07 N=friction factor of overland flow(.4 for average grass cover) S =average slope of overland flow Tc(gutter)=Length(ft.)/Velocity(ft.isec.)/60 B=Bottom width of gutter or ditch Z1 =inverse of cross slope one of ditch Z2 =inverse of cross slope two of ditch d=depth of flow in gutter(estimate,check estimate with Flow) Area=d*B+d^2/2*(Z1+Z2) Wetted perimeter=B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Hydraulic Radius=R=Area/Wetted Perimeter Velocity= 1.486/n*R^.667*s^.5 Flow=Velocity*Area n=0.016 for asphalt s=longitudinal slope of gutter y BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: F.O. BERG DETENTION BASIN DESIGN BASIN: ZONE-B REVIEWER: KSN NUMBER OF DRYWELLS PROPOSED DATE: 30-Oct-98 1 Single(type A 0 Double(type B) Total Area (calc.) (see H1) 0.21 Time of Conc. (calc.) (see Hi) 5.00 Composite"C" (calc.) (see H1) 0.90 Time of Conc. (min) 5.00 Area(Acres) 0.21 C'Factor 0.90 Asphalt Area (sq. ft.) 5280 Volume Provided 330 Outflow(cfs) 0.3 Area * C" Factor 0.19 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*#3) (Outf.*#2) (#546) 5.00 300.00 3.18 0.60 242 90.00 152 5 300 3.18 0.60 242 90 152 10 600 2.24 0.42 297 180 117 15 900 1.77 0.33 335 270 65 20 1200 1.45 0.27 357 360 -3 25 1500 1.21 0.23 366 450 -84 30 1800 1.04 0.20 374 540 -166 35 2100 0.91 0.17 379 630 -251 40 2400 0.82 0.15 388 720 -332 45 2700 0.74 0.14 392 810 -418 50 3000 0.68 0.13 399 900 -501 55 3300 0.64 0.12 412 990 -578 60 3600 0.61 0.12 427 1080 -653 65 3900 0.60 0.11 454 1170 -716 70 4200 0.58 0.11 472 1260 -788 75 4500 0.56 0.11 487 1350 -863 80 4800 0.53 0.10 491 1440 -949 85 5100 0.52 0.10 511 1530 -1019 90 5400 0.50 0.09 520 1620 -1100 95 5700 0.49 0.09 537 1710 -1173 100 6000 0.48 0.09 554 1800 -1246 - DRAINAGE POND CALCULATIONS Required grassy Swale pond storage volume =Impervious Area x .5 in./ 12 in./ft. = 220 cu. ft. Grassy swale pond volume provided= 330 cu. ft. DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring= 152 cu. ft. Number and type of Drywells Required= 1 Single 0 Double TIME OF CONCENTRATION(minutes) Tc(overland) Tc(gutter) Areas "C" Ct= 0.15 L2= 50 0.21 0.90 Z1= 0.16 0.00 0.00 L 1(A)= 0 Z2= 50 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.02 n = 0.016 0.00 0.00 s = 0.01 0.00 0.00 Tc (A) = 0.00 d = 0.128 0.00 0.00 Total A Comp "C" Ll(B) = 0 Tc(gu)= 0.57 0.21 0.90 N(B) = 0 Tc(A+B)= 0.00 S(B) = 0 Q=C*I*A= 0.60 Tc(tot.)= 5.00 Q(est.)= 0.60 Tc (B)= 0.0 Intensity= 3.18 A= 0.41091072 WP= 6.5309 R= 0.0629 V= 1.47 Tc (total)=Tc(overland)+Tc(gutter) Tc(gu)= 0.57 Tc(overland)=Ct*(Ll*N/S^0.5)^0.6) Q(est)= 0.60 Ct=0.15 Ll =Length of Overland Flow Holding= 1.78 N=friction factor of overland flow(.4 for average grass cover) S =average slope of overland flow Tc(gutter)=Length(ft.)/Velocity(ft./sec.)/60 B=Bottom width of gutter or ditch Z1 =inverse of cross slope one of ditch Z2=inverse of cross slope two of ditch d=depth of flow in gutter(estimate,check estimate with Flow) Area=d*B+d^2/2*(Z1+Z2) Wetted perimeter=B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Hydraulic Radius=R=Area/Wetted Perimeter Velocity= 1.486/n*R^.667*s^.5 Flow=Velocity*Area n=0.016 for asphalt s=longitudinal slope of gutter .600 BOWSTRING METHOD(TEN YEAR STORM DESIGN) PROJECT: F.O. BERG DETENTION BASIN DESIGN BASIN: ZONE-C REVIEWER: KSN NUMBER OF DRYWELLS PROPOSED DATE: 30-Oct-98 1 Single(type A 0 Double(type B) Total Area (calc.) (see Hl) 0.16 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (calc.) (see Hl) 0.90 Time of Conc. (min) 5.00 Area (Acres) 0.16 C'Factor 0.90 Asphalt Area(sq. ft.) 2870 Volume Provided 122.5 Outflow(cfs) 0.3 Area * C" Factor 0.14 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*#3) (Outf.*#2) (#5-#6) 5.00 300.00 3.18 0.46 184 90.00 94 5 300 3.18 0.46 184 90 94 10 600 2.24 0.32 226 180 46 15 900 1.77 0.25 255 270 -15 20 1200 1.45 0.21 272 360 -88 25 1500 1.21 0.17 279 450 -171 30 1800 1.04 0.15 285 540 -255 35 2100 0.91 0.13 289 630 -341 40 2400 0.82 0.12 295 720 -425 45 2700 0.74 0.11 299 810 -511 50 3000 0.68 0.10 304 900 -596 55 3300 0.64 0.09 314 990 -676 60 3600 0.61 0.09 325 1080 -755 65 3900 0.60 0.09 346 1170 -824 70 4200 0.58 0.08 359 1260 -901 75 4500 0.56 0.08 371 1350 -979 80 4800 0.53 0.08 374 1440 -1066 85 5100 0.52 0.07 390 1530 -1140 90 5400 0.50 0.07 396 1620 -1224 95 5700 0.49 0.07 409 1710 -1301 100 6000 0.48 0.07 422 1800 -1378 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume =Impervious Area x.5 in./ 12 in./ft. = 120 cu.ft. Grassy swale pond volume provided= 122.5 cu.ft. DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring= 94 cu.ft. Number and type of Drywells Required= 1 Single 0 Double i TIME OF CONCENTRATION(minutes) Tc(overland) Tc (gutter) Areas "C" Ct= 0.15 L2= 50 0.16 0.90 Z1= 0.16 0.00 0.00 L1(A)= 0 Z2= 50 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.02 n = 0.016 0.00 0.00 s = 0.01 0.00 0.00 Tc(A)= 0.00 d = 0.116 0.00 0.00 Total A Comp "C" Ll(B)= 0 Tc(gu)= 0.61 0.16 0.90 N(B) = 0 Tc(A+B)= 0.00 S(B) = 0 Q=C*I*A= 0.46 Tc(tot.)= 5.00 Q(est.)= 0.46 Tc(B) = 0.0 Intensity= 3.18 A= 0.33747648 WP= 5.9186 R= 0.0570 V= 1.37 Tc(total)=Tc(overland)+Tc (gutter) Tc(gu)= 0.61 Tc(overland)=Ct*(Ll*N/S^0.5)^0.6) Q(est)= 0.46 Ct=0.15 L 1 =Length of Overland Flow Holding= 1.78 N=friction factor of overland flow(.4 for average grass cover) S =average slope of overland flow Tc(gutter)=Length(ft.)Nelocity(ft./sec.)/60 B=Bottom width of gutter or ditch Z1 =inverse of cross slope one of ditch Z2=inverse of cross slope two of ditch d=depth of flow in gutter(estimate, check estimate with Flow) Area=d*B+d^2/2*(Z1+Z2) Wetted perimeter=B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Hydraulic Radius=R=Area/Wetted Perimeter Velocity= 1.486/n*R^.667*s^.5 Flow=Velocity*Area n=0.016 for asphalt s=longitudinal slope of gutter , BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: F.O. BERG DETENTION BASIN DESIGN BASIN: ZONE-D REVIEWER: KSN NUMBER OF DRYWELLS PROPOSED DATE: 30-Oct-98 2 Single(type A 0 Double(type B) Total Area (calc.) (see Hl) 0.87 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.90 Time of Conc. (min) 5.00 Area (Acres) 0.87 C'Factor 0.90 Asphalt Area (sq. ft.) 22580 Volume Provided 952.5 Outflow(cfs) 0.6 Area * C" Factor 0.78 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*#3) (Outf.*#2) (#5-#6) 5.00 300.00 3.18 2.49 1001 180.00 821 5 300 3.18 2.49 1001 180 821 10 600 2.24 1.75 1231 360 871 15 900 1.77 1.39 1389 540 849 20 1200 1.45 1.14 1478 720 758 25 1500 1.21 0.95 1518 900 618 30 1800 1.04 0.81 1549 1080 469 35 2100 0.91 0.71 1569 1260 309 40 2400 0.82 0.64 1606 1440 166 45 2700 0.74 0.58 1624 1620 4 50 3000 0.68 0.53 1652 1800 -148 55 3300 0.64 0.50 1705 1980 -275 60 3600 0.61 0.48 1768 2160 -392 65 3900 0.60 0.47 1880 2340 -460 70 4200 0.58 0.45 1954 2520 -566 75 4500 0.56 0.44 2018 2700 -682 80 4800 0.53 0.41 2034 2880 -846 85 5100 0.52 0.41 2118 3060 -942 90 5400 0.50 0.39 2154 3240 -1086 95 5700 0.49 0.38 2226 3420 -1194 100 6000 0.48 0.38 2293 3600 -1307 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume =Impervious Area x .5 in./ 12 in./ft. = 941 cu. ft. Grassy swale pond volume provided= 952.5 cu. ft. DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring= 871 cu.ft. Number and type of Drywells Required= 2 Single 0 Double e . • tom.;:. TIME OF CONCENTRATION (minutes) Tc (overland) Tc (gutter) Areas "C" Ct= 0.15 L2= 65 0.87 0.90 Z1= 0.16 0.00 0.00 L l(A)= 0 Z2= 50 0.00 0.00 N(A) = 0.4 B= 0 0.00 0.00 S(A) = 0.02 n = 0.016 0.00 0.00 s = 0.01 0.00 0.00 Tc(A)= 0.00 d = 0.2177 0.00 0.00 Total A Comp "C" Ll(B)= 0 Tc(gu)= 0.52 0.87 0.90 N(B) = 0 Tc(A+B)= 0.00 S(B) = 0 Q=C*I*A= 2.49 Tc(tot.)= 5.00 Q(est.)= 2.49 Tc (B)= 0.0 Intensity= 3.18 A= 1.188623713 WP= 11.1076 R= 0.1070 V= 2.09 Tc (total)=Tc(overland)+Tc(gutter) Tc(gu)= 0.52 Tc(overland)=Ct*(L1*N/S^0.5)^0.6) Q(est)= 2.49 Ct=0.15 Ll =Length of Overland Flow Holding= 2.32 N=friction factor of overland flow(.4 for average grass cover) S=average slope of overland flow j Tc(gutter)=Length(ft.)/Velocity(ft./sec.)/60 B=Bottom width of gutter or ditch Z1 =inverse of cross slope one of ditch Z2=inverse of cross slope two of ditch d=depth of flow in gutter(estimate,check estimate with Flow) Area=d*B+d^2/2*(Z1+Z2) Wetted perimeter=B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Hydraulic Radius=R=Area/Wetted Perimeter Velocity= 1.486/n*R^.667*s^.5 Flow=Velocity*Area n=0.016 for asphalt s=longitudinal slope of gutter PERMIT DOCUMENT TRANSMITTAL Spokane County Division of Buildings - 1026 W Broadway Ave. Spokane, WA. 99260 Project Address: 144/D4 t- � � L Project #: 66a Business Name: ' ,J CONTACT: ceAL5 I Phone: Mailing Address: ?5 T H 61rz - COORDINATOR: � �� Phone: DOCUMENTS CIRCULATED Fire Description Building Zoning Engineers Health DIstO_ Utilities SCAPCA � ) r X tT U �� j c� t >< /�/ )fl X Pa_t87 X >< X >< X X Received By1/( L)L1 r� rl Date of Transmittal: )O-D8 +i Circulated by: (4) GOLDFLAME SPIREA ..- 3m, ' (16) YELLORI DAYLILLY (11) RED MAPLE o Xil 7z ?, �5'—O" OF TYPR 111 r (16) LITTLE PRINCES SPIREA 77-- (4) GOLDFLAME SPIREA LANDSCAPING PLA SCALE : 1' - 20'-0' PLANT MATERIAL SCHEDULE COMMON NAME QNTY. SIZE PLANT'G INSTR. TREES RED MAPLE 13 1 3/4" CAL, PLANT 30'-0" O.C. SHRUBS GOLDFLAME SPIREA 8 2 GA. PLANT W—O" O.C. LITTLE PRINCES SPIREA 22 2 GA. PLANT 6'-0" O.C. YELLORI DAYLILLY 16 2 GA. PLANT 6'-0" O.C. IRRIGATION NOTES 1. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH LOW POINT SELF & PRESSURE BLOW—OUT DRAIN IS TO BE INSTALLED BY THE CONTRATOR. 2. SHOP DRAWINGS: THE CONTRACTOR SHALL INDICATE PIPING LAYOUT TO WATER SOURCE. LOCATION OF SLEEVES UNDER PAVEMENT LOCATION AND COVERAGE OF SPRINKLER HEAD COMPONENTS WITH MANUFACTURER'S LITERATURE AND DATA PLANT AND LANDSCAPNIG FEATURES SITE STRUCTURES SCHEDULES OF FITTINGS TO BE USED AND LOCATION OF CONTROL VALVES. 3. PRODUCT DATA PROVIDE COMPONENT AND CONTROL SYSTEM DIAGRAMS. 4. PROJECT RECORD DOCUMENTS : A. SUBMIT UPON COMPLETION OF CONSTRUCTION. B. RECORD ACTUAL LOCATIONS OF ALL IRRIGATION HEADS CONCEALED COMPONENTS PIPING SYSTEM CONDUIT AND ACCESSORIES. 5. OPERATION AND MAINTENANCE DATA : A. PROVIDE INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF SYSTEM AND CONTROLS SEASONAL ACTIVATION AND SHUTDOWN AND MANUFACTURER'S PARTS CATALOG. B. PROVIDE SCHDULE INDICATING LENGTH OF TIME EACH VALVE IS REQUIRED TO BE OPEN TO PROVIDE A DETERMINED AMOUNT OF WATER. 6. REGULATOTY REQUIREMENTS : A. CONFIRM TO UPC — UNIFORM PLUMBING CODE FOR PIPING AND COMPONENT REQUIREMENTS. 7. QUALIFICATIONS A. INSTALLER : INSTALLER MUST BE SPECIALIZED IN PERFORMING THE WORK STATED AND MUST HAVE A MINIMUM OF 3 YEARS DOCUMENTED EXPERIENCE. 8. MANUFACTURER : A TORO SYSTEM IS TO BE USED ON THIS PROJECT OR A SYSTEM THAT COMPLIES WITH THE SPECIFICATIONS AND HAS DOCUMENTATION TO SUPPORT "EQUAL TO" TO THE TORO PRODUCT. NOTES : 1. TOPSOIL SHALL BE LOOSE FRIABLE SANDY LOAM WITH NOT LESS THAN 5% ORGANIC MATTER AND CLEAN AND FREE OF NOXIOUS MATERIALS WEEDS SEEDS ROCKS AND DEBRIS LARGER THAN 1" IN DIAMETER. 2. PLANTING MIX : 50% TOPSOIL 30% AMENDMENT 20m NATIVE TOPSOIL. 3. FERTILIZER : TOP DRESSING FERTILIZER "OSMOCOTE" 14-14-14. PLANTING PIT TABLETS: "AGRIFORM" 20-10-5. ONE YEAR TABLETS. EROSION CONTROL GRASS FERTILIZER: AT PLANTING: 18-10-10-7SULFUR) AT 5 lbs. PER 1000 sq ft. USE FERTILIZER APPLICATION WILL BE REVISE PER SOIL ANALYSIS. GRASS MAINTENANCE FERTILIZER: 21-0-0 AT 10 lbs. PER 1000 sq. ft. 3733 STATE FW.°ASfiu. B+�iZJhJ ME W CC) ^ °° o Y+ Qu.♦.d 1 CL U U 00 C4 Jc C) W �3 � U co Z ci cd Ad ca _co 0 � a WFAMW�AA )AA0Io � SHEET NO.: L1.0 W co 0 2 W Z o W (5 U aZ LL TZ a co 0 v3 = U w m wo 0 Al u. g > 6Ld U O _Z O Q Q= Q_ D p DATE: 9/3/98 PLOT SCALE: 1' m 20'-0' DRAWN BY: AK JOB NO.: 98-134 SHEET NO.: L1.0 --7ONI}I2I'dd :J.B NMd�IG Noll' ioldNI 'IvodI SZN�NI�2iIf1 I 1V 0 I d -LIZ:) 3-IVOS 101d 96/E/6 :31d a - - ( 39 H9g ow Ip,Un3 0o I= o tm117N1i-�1,,1 frt 3 + MON 7b'LSQD - �m� rn l9t y%L---------------- Dr O '-------- - _�---------- _ D A � rn 9'. Z Z I 65 I ez QR/ rTi r----------- _- I °Z g _ I --- ------ a R w Ou all, 0 O a / Cl) _\J /L �mA ❑ i 90VyO1S r O3yo) MOPF mAA �OOy O $m'' 3SnOH--WVM /VOLL� I I I MOW 0 00 �. 5D 6� 5'55 v 7 T cu orn , �N (� rcc a N Ild 00 j �. 'du'ddV .91 2B i7NIlHiJ1,� ' � P ti� rJOIa31x31FCKJW „Vm — ' II dJ.l "3IN X0-.�11h01YI1V 'JNIlHr CD � p� � •—•� vq .,,� V 1NnOW L13awNn i! p arF,'!�' j ,, / °JNIlH91, 39n1 1N393aOn,d D I 117 V ^j8h:33JX3CI01 ION 3.10-IS II t J y J __ 9 I/ V-------- I -�"m-�- _ yvvr.��_ — ��.ti _ — _ _ _ - rn - - ---- ---- _ _ _ A --- ___a::° Lml _' 990PJ0 AVI1M'1H� 01,9nd ___-- ,9 SS300p'S I I O — t, 1 p O W ➢ 7J -'--- --- -- _--- - _ ' _ i3 S 0 0'1 �l - - - - - - - .1 wl �l vl D � 90"M A 160V V may, M •N 031V00,3Li 39 Ol VR1 .I.M4, ' �71VI151X3 �- . 'I -f=m 005E eo M01:1 1,VHd9V O 'NW V, /MNOIIV00, _ I'M r z 1t N2la.lH Bald M3N n ` h a O"d-ll �tIdV09oNV1 133H5 SIHl,IVl3a \ �n0'0E. •9•, - FZ A O Z 111 3d.LL .5 339 l,nVA M�Id nWd% mOSE eo mo,d 1NVaa-.H Bald MaN c3s:�asay.� e SEL$ " 1G SWALE AREA CALCULATIONS - FND #4 REBAR W/YPC 10M ZONE A A.I.M. P. = 4,200 SF x 1/2 IN x IFT/121N = 175 C.F. - WATER MANHOLE G.P.A. = 175 / 1/2 DO = 350 S.F. � O SWALE AREA PROVIDED - = 525 S.F: ZONE B A. 1. M. P. = 5,280 SF x 1/2 IN x 1FT/121N = 220 C.F. - GUY WIRE G.P.A. = 220 / 1/2 -OH- = 440 S.F. - GAS LINE - WL- SWALE AREA PROVIDED X ----X- X = 660 S.F. ZONE C A. 1. M. P. = 2,870 SF x 1/2 IN x 1FT/121N = 120 C.F. G.P.A. = 120 / 1/2 = 240 S.F. SWALE AREA PROVIDED = 245 S.F. ZONE D A. 1. M. P. = 22,580 SF x 1/2 IN x 1FT/121N = 941 C.F. G.P.A. = 941 / 1/2 = 1882 S.F. SWALE AREA PROVIDED = 1,905 S.F. 1G LEGEND 0 - FND #4 REBAR W/YPC 10M "BENTHIN 13315" PER FINAL .50 PLAT MORAN PLACE BK.21 PG.79 WMH GRADE BREAK 0 - WATER MANHOLE pd - WATER VALVE DO - FIRE HYDRANT SSMH � O - SANITARY SEWER MANHOLE - - POWER POLE p-❑ - LIGHT POLE PST - GUARD POST 17 TH - TEST HOLE E-- - GUY WIRE R 13 - TELEPHONE RISER -OH- - OVERHEAD ELEC. - G - - GAS LINE - WL- - WATER LINE X ----X- X - FENCE eG$= 2400.00 - SPOT ELEVATION 1G TC = TOP OF CURB 82'Sp0 FS 82 FS = FINISH SURFACE 10M TOW = TOP OF WALL .50 h 0 m - - - - - - - GRADE BREAK - DOWNSPOUTS (FOR LOCATIONS SEE ARCHITCTS PLANS) GENERAL NOTES 1.) GRASSED PERCOLATION AREAS TO HAVE SIDES SLOPES OF 3:1. 2.) SWALE AREAS TO BE SODDED OR HYDROSEEDED WITH SOD "APRONS" AROUND EACH DRYWELL. 3.) DRYWELL TO BE TYPE W OR 'B' WITH CAST IRON COVER GRATING. REFER TO SITE PLAN FOR DRYWELL TYPE. 4.) ALL G.P.A.'s SHALL BE DESIGNED IN ACCORDANCE TO LOCAL CODES. 5.) ALL LANDSCAPING AT ACCESS POINTS & INTERSECTIONS SHALL COMPLY WITH CLEAR VIEW TRIANGLES. 5.) HYDROSEEDED ARES MUST BE GREEN GROWING ESTABLISHED GRASS PRIOR TO OCCUPANCY PERMIT. CONSTRUCTION NOTES 1.) ALL WORK & MATERIALS SHALL BE IN CONFORMANCE WITH THE "SPOKANE COUNTY STANDARDS FOR ROAD & SEWER CONSTRUCTION" 1995, & AS AMMENDED. 2.) LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL BE SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. ANY CONFUCTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTIONOF ROAD & DRAINAGE FACILITIES. 3.) THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE APPROVED ROAD & DRAINAGE PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4.) IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS & EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER & THE SPOKANE COUNTY ENGINEER'S OFFICE. 5.) FOR THE CONSTRUCTION OF DRYWELLS, INSTALL THE FILTER FABRIC (AMOCO 4545 OR APPROVED EQUIVALENT) BETWEEN DRYWELL BARREL & THE WASHED DRAINROCK, & BETWEEN THE WASHED DRAINROCK & THE NATIVE SOILS. 6.) PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUNI UTILITIES. CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT 456-8000 BEFORE YOU DIC. 7.) THE FLOOR OF A GRASSED PERCOLATION AREA (G.PA.) SWALE INCLUDES THE LEVEL PORTION Cr THE FLOOR OF THE SWALE. & THE SIDESLOPES OF THE SWALE UP TO THE G.P.A. OVERFLOW ELEVATION OR TOP OF DRYWELL. THE SOIL LOCATED IN THE FLOOR OF THE G.P.A. SWALE SHILL BE A MEDIUM TO WELL -DRAINING MATERIAL, WITH A MINIMUM INFULTRATION RATE OF 0.5 INCHES PER HOUR. THE ENGINEER SHALL PROVIDE A WRITTEN STATEMENT WHICH VERIFIES THAT ALL G.P.A. SWALES CONFORM TO THIS REQUIREMENT. THIS WRITTEN STATEMENT SHALL BE SUBMITTED TO THE FINISH LANDSCAPING/SOD & PRIOR TO FINAL ACCEPTANCE. THE SWALE FLOOR MATERIAL SHALL BE INSTALLED TO A NATIVE SOIL STRATUM WHICH ALSO MEETS OR EXCEEDS THIS MINIMUM PERCOLTION RATE OF 0.5 INCHES PER HOUR. SWALE D BOTTOM ELEV = 96.78 W/ TYPE 'B' DRYWELL RIM ELEVATION = 97.28 i CURB DROP TYPE 1 INLET (NTS) �O - - EXISTING ASPHALT EXISTING CONC. CURB TO BE PATH TO BE REMOVED REMOVED TO ALLOW FOR NEW and REPLACED WITH SEE ARCHSWEET I?J FL CURB CUT SEE ARCH. SHEET NEW C. T AKg9?1 F5 AIID FOR CURB CUT SIZE and g� LOCATIOKL SWALE A FOR LOCATION.BOTTOM LILLY = 97.62 W/ TYPE 'A' DRYWELL RIM ELEVATION = 98.12 SWALE B n BOTTOM ELEV = 97.60 W/ TYPE 'A' DRYWELL - L 246.05, RIM ELEVATION = 98.10 / _� �0 , 99.75 TC Z Y ' -� R-Ommmma I/ ----- - - _ cs-------- r 99.50 TC 2 Q 99.00 FS / 0, �o I g8.2g V / - � 99.50 TC ��°'�� 99.00 F 1 99.43 TC �g I ggl FS ( 98.93 FS gg'L Pk) ;r VN' Y V �/ N ^^s Y I\ I N M N1146 / Y - 2% f I., / 18" CONCRETE "L" = DIMINSION AS CALLED OUT ON PLANS STANDARD CURB DROP (NTS) SECTION B -B (NTS) ALE BOTTOM C CONC. SLAB SEE GENERAL NOTE 3-1 11 _ CONCRETE SLOTTED GRATE PER COUNTY STANDARDS MORTAR IN PLACE MORTAR RINGS I o 0 o I as 7I o 0 .I SEEPAGE PORTS j SEE DETAIL SHEET B-2 I 1 I i I I I I O O O I I I I I I I UNDISTURBED SOIL DRYWELL - TYPE 'B' (NTS) I r INLET PIPE -CE _ EXISTING CONC. CURB TO BE REMOVED TO ALLOW FOR NEW SWALE C CURB CUT SEE ARCH. SHEET BOTTOM ELEV = 97.54 LOCATION.URB CUT SIZE and W1 TYPE 'A' DRYWELL lyl�S_ S__ I_ / _ RIM ELEVATION = 98.04 %coof'/LI��(/. ICN, -fes 98.83 FL 98.66 FL 8 49 ' 1112_06' 99.27 FS TTTT_ e, gg h - - - - \ I 99 \ 98.81 TC LP t%Fr \ 98.31 FS yLo \ l 98.89 TC o�g ZINE=B ,1 98.39 FS 4 ZOQW-C � FS - _ t TRENCH DRAIN at TRUOK LOADING DOCK WITH PUMP UNDER SLAP TO DRAINAGE POND -D SITE DRAINAGE PLAN SCALE : 1' = 20'-0' LINER \/ 3 NOTES.... 1. GRAVEL BACKFILL QUANTITY FOR DRYWELLS: TYPE 'A" - 30 CUBIC YARDS MIN. / 42 TONS TYPE "Er - 40 CUBIC YARDS MIN. / 56 TONS 2, SPECIAL BACKFILL MATERIAL FOR DRYWELLS SHALL CONSIST OF WASHED GRAVEL GRADED FROM 1" TO 3" WITH A MAXIMUM OF 5% PASSING THE U.S. No. 200 SCREEN, AS MEASURED BY WEIGHT. A MAXIMUM OF 10% OF THE AGGREGATE. AS MEASURED BY WEIGHT, MAY BE CRUSHED OF FRACTURED ROCK. THE REMAINING 90% SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL- CONCRETE ATERIALCONCRETE SLAB SHALL BE CLASS 3000 CONCRETE 0 INLET STRUCTURE TYPICAL 208 POND (NTS) 11 1/2" R-1" 2 3/42 3/4 PV NI �- POAND ' CEMENT CONCRETE (QUANTITY - 0.036025 C.Y./ LF.) TYPE 'A' CURB (NTS) REP. E. I CI,, 19,8 SPOKANE OOUNITY ENGINEER wmr , coeur w/ 4' L OFFICIAL PUBLIC OOCUfvil: r< SPOKANECOUNTYENGINLFR FICf, ORI 2'.6' PROJECT q ��_9♦ SUBMITTAL M v m m o• a i L n GRAVEL BACKFILL a m SEE GENERAL - 9 E E c NOTE 1 & 2 ED h 0 m 247 ECrsTt�° 1� SrONAL �yts c s DO � Go S ro n J a C CONC. SLAB SEE GENERAL NOTE 3-1 11 _ CONCRETE SLOTTED GRATE PER COUNTY STANDARDS MORTAR IN PLACE MORTAR RINGS I o 0 o I as 7I o 0 .I SEEPAGE PORTS j SEE DETAIL SHEET B-2 I 1 I i I I I I O O O I I I I I I I UNDISTURBED SOIL DRYWELL - TYPE 'B' (NTS) I r INLET PIPE -CE _ EXISTING CONC. CURB TO BE REMOVED TO ALLOW FOR NEW SWALE C CURB CUT SEE ARCH. SHEET BOTTOM ELEV = 97.54 LOCATION.URB CUT SIZE and W1 TYPE 'A' DRYWELL lyl�S_ S__ I_ / _ RIM ELEVATION = 98.04 %coof'/LI��(/. ICN, -fes 98.83 FL 98.66 FL 8 49 ' 1112_06' 99.27 FS TTTT_ e, gg h - - - - \ I 99 \ 98.81 TC LP t%Fr \ 98.31 FS yLo \ l 98.89 TC o�g ZINE=B ,1 98.39 FS 4 ZOQW-C � FS - _ t TRENCH DRAIN at TRUOK LOADING DOCK WITH PUMP UNDER SLAP TO DRAINAGE POND -D SITE DRAINAGE PLAN SCALE : 1' = 20'-0' LINER \/ 3 NOTES.... 1. GRAVEL BACKFILL QUANTITY FOR DRYWELLS: TYPE 'A" - 30 CUBIC YARDS MIN. / 42 TONS TYPE "Er - 40 CUBIC YARDS MIN. / 56 TONS 2, SPECIAL BACKFILL MATERIAL FOR DRYWELLS SHALL CONSIST OF WASHED GRAVEL GRADED FROM 1" TO 3" WITH A MAXIMUM OF 5% PASSING THE U.S. No. 200 SCREEN, AS MEASURED BY WEIGHT. A MAXIMUM OF 10% OF THE AGGREGATE. AS MEASURED BY WEIGHT, MAY BE CRUSHED OF FRACTURED ROCK. THE REMAINING 90% SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL- CONCRETE ATERIALCONCRETE SLAB SHALL BE CLASS 3000 CONCRETE 0 INLET STRUCTURE TYPICAL 208 POND (NTS) 11 1/2" R-1" 2 3/42 3/4 PV NI �- POAND ' CEMENT CONCRETE (QUANTITY - 0.036025 C.Y./ LF.) TYPE 'A' CURB (NTS) REP. E. I CI,, 19,8 SPOKANE OOUNITY ENGINEER wmr , coeur w/ 4' L OFFICIAL PUBLIC OOCUfvil: r< SPOKANECOUNTYENGINLFR FICf, ORI 2'.6' PROJECT q ��_9♦ SUBMITTAL M v m m o• a i L n co a m 7p T 9 E E c G ��LLq 0 h 0 m 247 ECrsTt�° 1� SrONAL �yts c EXPIRES 12 1 9 DO a a J � O0 m m zLd o > o Ld cw� 0 z - - °°- WR r^ Y/ V f\ Uy OD T T .� 04 _J N Jvrn C � w� 3 V U) 0 L. L C m � 000 O O CL �D aD W ca O W a Z 0 W 9 (� Q LL o rj) LL O� va W La W cdQ m wo OC4 N > U z D 3: O Q � a DATE: 9/18/98 PLOT SCALE: 1' = 20'-0' DRAWN BY: AK JOB NO.: 98-134 SHEET NO.: A1.2 nb1