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PE-1168F-78Bldg. Permit Fee No. Project Name Address Sponsor's Name -72/ 2r Engineer /Surveyo / s / /Archi w t's Na 43 Date Submitted Telephone # Planning Contact Person Ira iitials 4 i 7 -1 ° - FA„-:,-- P C,, C// te° -Lj` pi 7121-y- line t .,.,. , 4 ,v,,..-- 7 2,3 ) it, `.1,A9-Nn ti rr,n4. ZIV--- ( lG7Lv•0 I )Jr\ G . .:1 L 2- ,,,-- , l I Pi A i ` 1 At _h / Gam ' Ja 1191/ 4 *DA., ALa .-'a In ili 4 Di f . crIA-'a " /,peen ted id a," k3 7 y— - - gai 4- -1( (= -X1,4 /e WCo St-L- u) L g >Q < t. is i l q r „.,P File No. P We ?I 21 9 A Parcel No. ?31 Description Phone # Sr- 9 09 ax run e- Qa /a sit �� `l3 R t isep t O /zgO01 G��9 SA fA s icy N f psi ( A `r[ Kiss f}5C- hen /IA .SQMC �!}- Vim' dVW Al, ,,n [ie ( e r .Co rS 5 7 PtAr C/fecit Fe 4/ 0 4 moo, /9defe_s,..h -e 0K A/, rM Aee 44/ O it S/ALF D/C Led. Endo 0 K. 43 .4S /S Dr SGAevAse45 0 K Pt-/¢r Lac,¢na,./B,- / — T , F _ 0 IC OFFiva Set .v,4l r/LB &oe t 0 IC ( 0 v._ Sone veers rapPa r ier /te ire,A -o i ns,es jr..) 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Johns, P.E., County Engineer Washington Trust Bank Home Loan Center West 706 Second Ave Spokane, WA. 99204 Dear Sir or Madam: RE: Midilome 6` Addition P1168F Midilome Inc. • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director January 6, 1997 Please be advised that Savings Assignment No. 230 -029- 000-7 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated July 12, 1990 in the current amount of $2,000.00 may now be released. If you have any questions, feel free to call our office Very truly yours, 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 Inter- office Communication From C\/ Subject Form 327 -CR, j�e e cu-i( OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date ULM- Z , 19 y� M(4/l _LdS7�C _ 6,„ yr OO �/ J am- i•� Ce Veca/17 Cam/ OFFICE uF THE Coomr/ ENGINEER Ronald C. Hormann, PE., County Engineer Washington Trust Eank Patricia M Battan P.O. Sox 2127 Spnkane 99210-2127 W. 1026 Broadway Ave. RE: Plat of Midilo e 6th Add P1i68F � Midflome,Inc C 0 LT Tv �� & DIVISION w,THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 6, 1993 Dear Madam: Please be advised that the SavingsAssignmeni 4230-029-800 7 issued by your company as surety fur installations of roads and associated drainage facilities for the above mentioned plat, dated June 16,1993 in the current amount of $50 may now be reduced to $30 (Thirty Thousand Six Hundred U.S. Dollars) If you : any questions, feel free to call our office Very truly yours, Ronald C. hormann, P.E. Spokane County Engineer David A. Berto Plat Compliance Surveyor Spokane, W\99260'Vl7U (509) 456-3600 FAX (509) 456-4715 PROJECT P1168F MIDILOME 6TH ADD NON STANDARD DRAINAGE ITEMS NON- STANDARD ROAD ITEMS 1) 2) 3) 4) BOND REDUCTION NAME DAVE BERTO DATE 06- Dec -93 a 1 DRAINAGE ITEMS UNITS QURNITY PRICE COST 1) Drywell - Type A @ 10% EA 0.4 1250.00 500.00 2) Drywell - Type B @ 10% EA 0.9 1465.00 1318.50 3) Grate - Type 1 @ 107.. EA 0.2 325.00 65.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 @ 10% EA 1.2 320.00 384.00 6) Backfill For DW @ 10% CY 48 14.70 705.60 7) Concrete Inlet EA 0.2 575.00 115.00 8) C.M. Pipe 10" Dia. LF 18.00 0.00 9) C.M. Pipe 12" Dia. @ 107. LF 14.3 24.60 351.78 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid @ 10% EA 0.1 300.00 30.00 14) Ditch Excavation @ 20% CY 69 8.65 596.85 15) Sod @ 10% SF 17280 0.50 8640.00 1) Special Concrete Inlet EA 0.6 300.00 180.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 12886.73 16) Monuments @ 10% EA 1 140.00 140.00 17) Barricade LF 32.00 0.00 18) Street Signs @ 100% EA 0.4 75.00 30.00 GRADING, SURFACING, CURB, AND SIDEWALK OTHER SUBTOTAL 170.00 19) Rough Grade @ 107. CY 316.8 8.65 2740.32 20) Top Course @ 10% CY 158.4 10.60 1679.04 21) Base Course CY 10.60 0.00 22) Asphalt Concrete @ 10% Tons 108.24 42.65 4616.44 23) Curb Type A @ 20% LF 863.88 6.00 5183.28 24) Curb Type 8 LF 7.90 0.00 25) Curb Type R LF 6.90 0.00 26) Sidewalk SO YD 222.8 14.75 3286.30 GRADING AND SURFACING 17505.38 0.00 0.00 0.00 0.00 dJ5e 3d5 6 00. GRAND TOTAL 30,562.11 Inter- office Comm ication To From Subject Form 327 -C. R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date A A 7 (- ,192 SEWER INFORMATION: ■ • " AIR TESTED: DATE: /06/90 ft PASS ❑ FAIL MANDRELL: DATE: 5 /21/9 / ix PASS ❑ FAIL TV INSPECTION REQUEST: DATE: INSPECTOR'S SIGNATURE: J R) Repair cared re place E rn ken r 6, fin s . ( 15 (f ) g e } L0 in re turn ierx all rerlsr In i. l-l. ';- J9wn1k and /n✓ r44 , . ITEMS' 'fi-r . ■ • " _ .. . Ca ..110 7//6/9 • Corn? 7//6/91 Lre , = n r�rj - c —r s - p7a C wi 7//6/93 h) ao8 5iAirl)e -1; r ell 5 lter) 1r7r,,c/5 r,yre 15 nnf .S toper] per plr7n5. Ce.ler cr. / Swide On plln s h 5 13 0 Gem, r4nrh- As - Jn.ei14- it 9 ff. R) Repair cared re place E rn ken r 6, fin s . ( 15 (f ) '3) )7nvew i�` lrrnr 4 Ps nnl- ,,3er.l or [Jnrl - ;otis ran ester/ err } L0 in re turn ierx all rerlsr In i. l-l. ';- J9wn1k and /n✓ r44 , . • , Her. • . Gov.-ill • corn. OF //I hie zcracF 9riY wi APB F NGI YJZs1 I or ri cE' OFD TIRE-' SPOKANE CQ UW . Yr EI NGI NE -Mit j PROJECT NAME: Midi d o m e 6 Lk r4 JJn INSPECTOR: S*ron k 5 DATE: a/ 1 /93 7/!6/93 CONTRACTOR AND /OR SUBCONTRACTORS: )3uescl,ke. Cons!.. / Bacon Cone L1 Grid Aspk l t CCo.+n N, _ j BOND ESTIMRTE a M 6th NAME J Sims 1) 2) 3) 4) ,AINAGE ITEMS UNITS QUANITY �r ywel l - Type A9py,kret- - j . EA Inplaca 4 Drywell - Type 13 ,57 0 .CA Inp/aca 9 Grate - Type 1 90Y co„.p EA 4) Grate Type 2 EA 5) Grate - Type 3 9070(0 EA 6) Backfill For DW 9070c.o,„,p CY 7) Concrete Inlet 905 comic EA 3) C.M. Pipe 10" Dia. LF 9) C.M. Pipe 12" Dia.90Y0c0 -+p LF 10) C.M. Pipe 15" Dia. LF 11) C.M. Pipe 18" Dia. LF 12) Precast Manhole EA 13) Solid lid 9O9'0ccmp EA 14) Ditch Excavation Bp70ccrigyp CY 15) Sod SO7o conf SF NON STANDARD DRAINAGE ITEMS 1) Special Concrete Inlet 2) 3) 4) 5) 5) 16) Monuments 17) Barricade 18) Street Signs 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 90 o ` EA GRADING, SURFACING, CURB, AND SIDEWALK 907. L 9oZ, c P 90 c01 -, 9090 C0. 8070 Col 90 z, comp 9o706014, EA LF EA OTHER SUBTOTAL GRAND TOTAL 2 12 480 2 143 1 345 86400 DRAINAGE SUBTOTAL 10 4. CY 3168 CY 1584 CY Tons 1082.4 LF 4319.4 LF LF SQ YD 1114 GRADING AND SURFACING DATE 28- Mar -91 PRICE 1250.00 146 5. 00 325. 00 330. 00 320.00 14.70 575.00 18.00 24.60 29.00 24. 00 1435.00 300.00 8.65 0.50 300.00 140.00 32.00 '75.00 8.65 10.60 10.60 42. 65 6.00 7.90 6.90 14.75 COST 5000. 00 Rs ' 13185.00/ 650.00 0.00 3840.00 7056.00 1150.00 0.00 3517.80 0.00 0.00 0.00 300. 00 2984.25 43200.00 1800.00 0.00 0.00 0.00 0.00 0.00 82683. 05 1400.00 0.00 300. 00 1700.00 27403. 20 16790.40 0.00 46164.36 25916.40 0.00 0.00 16431.50 0.00 0.00 0.00 0.00 132705.86 217,088.91 For security purposes only, MIDILOME, INC. hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: SAVINGS ACCOUNT No. 230 - 029 -000 -7 in the fact amount of $50,000.00 and held in and by WASHINGTON TRUST BANK, Home Loan Center, West 706 Second Avenue, Spokane, WA 99204 This assignment is made as security for the full and faithful performance by MIDILOME, INC. of certain road, monuments and drainage facilities for MIDILOME 6TH ADDITION, as specified in the typical section and roadway improvement specifications for said project on file in the Office of the Spokane County Engineer. Any interest benefits accruing under said savings account shall remain the property of MIDILOME, INC. Said savings account to be released to MIDILOME, INC. or any other party only with the prior written consent and agreement of Spokane: County. PROVIDED, FURTHER, the undersigned does hereby authorize WASHINGTON TRUST BANK to pay over to Spokane County all or a sufficient portion of the monies in the savings account referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings account was assigned have not been fully and faithfully performed 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, MIDILOME, INC. hereby authorizes WASHINGTON TRUST BANK to release to Spokane County that amount of money requested up to the maximum amount of the savings account. DATED this /lv th day of June, 1993. Robert T. Curtis, Vice President DATED this th day of June, 1993. ASSIGNMENT WASHINGTON TRUST BANK Home Loan Center MIDILOME, IN tt e By: ied/�reAP By: bert H. Tomlinson, Secretary STATE OF WASHINGTON COUNTY OB SPOKANE -- -• - On this / /ii day of June, 1993, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Edgar Eueschke and Robert H. Tomlinson to me know to be the President and Secretary, respectively, of MIDILOME, INC., the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument. Witness my hand and official seal hereto affixed the day and year first above written. ` otary Public and for t e State of Washington, residing at a OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Washington Trust Bank International Banking Dept R.O. Box 2127 Spokane,Wa. 99210 -2127 Dear Sir or Madam: W. 1026 Broadway Ave. A DMSION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director June 18,1993. RE: Plat of Midilome 6th Add P1168F Irrevocable Standby Letter of Credit #287 Please be advised that the Irrevocable Standby Letter of Credit #287 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat. dated April 30,1991 in the current amount of $50,000.00 may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer David A. Berto Plat Compliance Surveyor- Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 I1 WashingtonTrust Bank Home Loan Center Spokane County Public Works Department Office the County Engineer N. 811 Jefferson Spokane, WA 99260 -0180 Attn: James A. Radke June 16, 1993 Re: Midilome 6th Addition Irrevocable Standby Letter of Credit 1287 Dear Mr. Radke, Enclosed- is.aan._ASSIGNMENT:-CF =SAVINGS ACCOUNT from :- Midilorae; We ask thata yo replace. the - above . descr .ibecLLetterof:C issued: as_::stirety.:` for installation : of . roads,,,and c associated• drainage. facilities in above. described - development;.;;:,:: - - If you have.any questions., please give us a call7,at.353 4850.:, Sincerely, P.O. Box 2127, Spokane, Washington 99210-2127 706 W. Second Ave., Spokane, Washington 99204 Patricia M. Battan Construction Loan Assistant (509) 353-5614 FAX (509) 353.3985 To Establish 9105230164 A: PREAMBLE PURPOSE es For Home Construction MIDILC E, INC., a Washing o . .. ation President: Edgar Bueschke Secretary: Robert H. Tomlinson Treasurer: Louise Bueschke Gustin LEGAL O1. 119 2PAGE I Z - 4;G That portion of the Northeast Quarter of Section 33, Township 25 North, Range 44 E. W. M., described as follows: BEGINNING at the Southeast corner of Lot 13, Block 2, MIDILCVE FIFTH ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 100; thence South 00 °27'00" East 265.30 feet along the West right of way line of Pines Road; thence South 89 °33'00" West 135.00 feet; thence South 62 °47'17" West 55.51 feet; thence South 83 °17'38" West 179.85 feet; thence South 89 °34'00" West 326.40 feet; thence South 00 °26'00" feet; thence South 26 °40'38" West 124.90 feet to the beginning of a nontangent curve concave to the Southwest, with a radius of 435.00 feet and a radial bearing of North 26 °40'38" East; thence Northwesterly through a central angle of 2.6 °2.9'33 ", an arc distance of 201.14 feet; thence North 89 °48'55" West 49.55 feet; thence North 00 °26'00" West 332.87 feet; thence North 87 °59'39" West 205.48 feet; thence North 18 °06'36" East 38.38 feet; thence North 59 °33'43" West 124.68 feet; thence North 81 °16'31" West 54.20 feet; thence North 57 °33'34" West 127.86 feet; thence South 39 °00'44" West 68.17 feet; thence North 37 °12'21" West 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION, as per plat thereof recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 61 °37'45" East 170.22 feet; thence North 46 °57'52" East 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILCME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of said MIDILOME FIFTH ADDITION, South 39 °05'36" East 83.34 feet; thence South 54 °46'23" East 138.04 feet; thence South 76 °28'23" East 138.04 feet; thence North 89 °57'14" East 79.90 feet; thence South 00 ° 26'00" East 135.00 feet; thence North 89 °34'00" East 294.95 feet; thence North 00 °26'00" West 77.24 feet; thence North 21 °49'11" East 67.42 feet; thence South 86 °44'37" East 149.78 feet; thence North 89 °34'00" East 510.00 feet to the point of beginning; Situate in the County of Spokane, State of Washington. B: FULLY PROTECTED RESIDENTIAL AREA The residential area covenants in Part C in their entirety shall apply to Midilome Sixth Addition. RESIDENTIAL COVENANTS C -1: LAND USE AND BUILDING TYPE No lot shall be used except for residential purposes. No building shall be erected, altered, placed, or permitted to remain on any lot other than one detached single family dwelling not to exceed one, one - half and two stories in height and a private garage for at least two cars, but not more than three cars. NY Z3 12 14 'PM '91 WILLIk'4 E. DONA'FIjE AUDITOR SPOKANE, COUNTY. WA5H. // %? icy/ ZLe.,0 99,2, C -3A: DWELLING QUALITY AND SIZE C -4: BUILDING AND LOCATION V 1 C -2: ARCHITECTURAL CONTROL No building shall be erected, placed, or altered on any lot until the construction plans and specifications and a plan showing the location of the structure have been approved by the Architectural Control Committee as to quality of workmanship and materials, harmony of external design with existing structures, and as to the location with respect to topography and finished grade elevation. No fence or wall shall be erected, placed or altered on any lot nearer to any street than the minimum building setback lines unless similarly approved. Approval shall be provided in part D. The ground floor area of the main structure, exclusive of one story porches and garages, shall not be less than 1,300 square feet for a one story dwelling nor less than 900 square feet for a dwelling of one and one half stories, not less than 900 square feet per floor for two stories. No dwellings shall be permitted without at least a two car garage. Construction shall begin not less than sixty (60) days after lot closing and said home shall be completed within six (6) months after beginning of construction. (A) No building shall be located on any lot nearer to the front lot line or nearer to the side street line than the minimum building setback lines shown on the recorded plat. In any event, no building shall be located on any lot nearer than 25 feet to the front line, or nearer than 25 feet to any side street. (B) No building shall be located nearer than 25 feet to an interior lot line except that a five (5) foot side yard shall be required for a garage or other permitted accessory building. No dwelling shall be located on any interior lot nearer than 50 feet to the real lot lines, except that the Architectural Control Committee can alter this requirement on irregular lots. (C) For the purposes of this covenant, eaves, steps, and open porches shall not be considered as a part of a building, provided, however, that this shall not be construed to permit any portion of a building on a lot to encroach upon another lot. C -5: EASEMENTS Easements for installation and maintenance of utilities and drainage facilities are reserved as shown on the recorded plat. Within these easements, no structure, planting or other material shall be placed or permitted to retain which may damage or interfere with the installation and maintenance of utilities. The easement area of each lot and all improvements in it shall be maintained continually by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. Each lot has a drainage easement as per "208" requirements. The have owner shall be required to install and maintain grass within this drainage area as per County requirments. Grass shall be installed within six (6) months afer completion. C -6: NUISANCES No noxious or offensive activity shall be carried on upon any lot nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. C -7: SIGNS C -8: LIVESTOCK AND POULTRY ' C -9: GARBAGE AND REFUSE DISPOSAL VOL 1192Pacc1224 No sign of any kind shall be displayed to the public view on any lot except on professional signs of not more than one (1) square foot, one sign of not more than five (5) square feet advertising the property for sale or rent, or signs used by a builder to advertise the property during construction and sales period. No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, except that dogs, cats or other household pets may be kept provided that they are not kept, bred or maintained for any commercial purposes. No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage or other waste shall be kept in sanitary containers. All incinerators or other equipment for the storage or disposal of such materials shall be kept in a clean and sanitary condition. C -10: LANDSCAPING No lot shall be without landscaping in the front yard after completion of dwelling. A landscape plan shall be submitted to the Architectural Control Committee for approval. Owners understand that they are responsible for providing grass for the graded swale as per "208" specifications. In the event grass is not placed in the swale area system as per county requirements immediately after completion of dwelling, then the Architectural Control Committee shall cause grass to be installed and an assessment to be placed on the record against said lot. D: ARCHITECTURAL CONTROL COMMITTEE D-1: MEMBERSHIP The Architectural Control Committee is composed of: EDGAR BUESCHKE, LOUISE BUESCHKE GUSTIN and ROBERT H. TCMLINSON. A majority of the committee may designate a representative to act for them. In the event of the death or resignation of any member of the committee, the remaining members shall have full authority to designate a successor. Neither the members of the committee, nor its designated representative shall be entitled to any compensation for services performed pursuant to this covenant. At any time, the then recorded owners of a majority of the lots shall have the power through a duly recorded written instrument to change the membership of the committee or to withdraw from the committee or restore to them any of their powers or duties. D-2: PROCEDURE The committee's approval or disapproval as required in these covenants sha]1 be in writing. In the event the committee, or their designated representative fails to approve or disapprove within ten (10) days after plans and specifications have been submitted to them, or in any event, if no suit to enjoin the construction has been commenced prior to the completion thereof, approval will not be required and the related covenants shall be deemed to have been fully complied with. E: GENERAL PROVISIONS E -1: TERM These covenants are to run with the land and shall be binding on all parties and all persons claiming under them for a period of thirty (30) years from the date these covenants are recorded, after which time said covenants shall be automatically extended for successive periods of ten (10) years unless an instrument is signed by a majority of the then owners of the lots has been recorded, agreeing to change said covenants in whole or in part. E - 2: ENFORCEMENT Enforcement shall be by proceedings at law or in equity against any person or persons violating or attempting to violate any covenant either to restrain or to recover damages. E -3: SEVERABILITY Invalidation of any one of those covenants by judgment or court order shall in no wise effect any of the other provisions which shall remain in full force and effect. F: A (Include the date and signature of all parties. Include signatures of prior lien holders to evidence consent to subordination of existing lien to covenants.) G: VIOLATIONS These covenants shall not be construed as the right to violate any existing or future laws or county or city ordinances. H: COMMERCIAL USES No activities shall be allowed which could be construed as a commercial activity, nor any type of commercial vehicles. I: OTHER RESTRICTIONS No travel trailers, recreation vehicles or mobile homes shall be kept on any lot, or in the street; not junk or inoperable cars or trucks shall be kept on any lot or in the street. Recreation vehicles shall be kept at a specifically designated area, back from the front of the garage on any lot, and must be approved by the Architectural Control Committee. (This includes campers, trailers, boats or other recreational or unsightly equipment.) No vehicles, including campers, trailers or boats shall be parked on the street for a period of more than seven (7) days. No satellite dishes of any type shall be permitted. No solar panels of any type shall be permitted on the roof of any s tructure. BY: MIDILCNE INC., a Washin.t. A l _ , � l e � L ' ° e, Pre ident .ViLLAthl ert H. Tomlinson, Secretary vo1.119 2PAGE 1225 Corpo,:tion Al "1'E STATE OF WASHINGTON ) County of Spokane MIDILCME SIXTH ADDITION COVENANTS ,GL. 1192PAGE 1226 On this 27th day of March , 1991, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared EDGAR BUESCHKE and ROBERT H. TOMLINSON, to me known to be the President and Secretary, respectively, of MIDILOME, INC., the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seal affixed is the corporate seal of said Corporation. WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the date a4° • first above written. . S 9 1-JJ,, • :, • J r> �. '. Notary Public in and for the •Std Washington, residing at Spokane•. MIDILCME 6TH ADDITION Legal Description That portion of the NE 1/4 of Section 33, T. 25 N., R. 44 EWM, described as follows: Begin at the SE corner of Lot 13 Block 2 of MIDILCME 5TH ADDITION, as recorded in Book 18 of Plats, page 100; thence S 00 °27'00" E 265.30 feet along the West right of way (R /W) line of Pines Road; thence S 89 °33'00" W 135.00 feet; thence S 62 °47'17" W 55.51 feet; thence S 83 °17'38" W 179.85 feet; thence S 89 °34'00" W 326.70 feet; thence S 00 °26'00" E 275.00 feet; thence S 26 °40'38" W 124.90 feet to the beginning of a nontangent curve concave to the Southwest with a radius of 435.00 feet and a radial bearing of N 26 °40'38" E; thence Northwesterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence N 89 °48'55" W 49.55 feet; thence N 00 °26'00" W 332.87 feet; thence N 87 °59'39" W 205.48 feet; thence N 18 °06'36" E 38.38 feet; thence N 59 °33'43" W 124.68 feet; thence N 81 °16'31" W 54.20 feet; thence N 57 °33'34" W 127.86 feet; thence S 39 °00'44" W 68.17 feet; thence N 37 °12'21" W 220.61 feet to the Southeasterly line of MIDILCME FIRST ADDITION as recorded in Book 15 of Plats, page 35; thence the next two courses and distances along said line N 61 °37'45" E 170.22 feet; thence N 46 °57'52" E 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILCME FIFTH ADDITION; thence the next ten courses and distances along the SOUTHERLY line of MIDILQ'4E FIFTH ADDITION S 39 °05'36" E 83.34 feet; thence S 54 °46'23" E 138.04 feet; thence S 76 °28'23" E 138.04 feet; thence N 89 °57'14" E 79.90 feet; thence S 00 °26'00" E 135.00 feet; thence N 89 °34'00" E 294.95 feet; thence N 00 ° 26'00" W 77.24 feet; thence N 21 °49'11" E 67.42 feet; thence S 86 °44'37" E 149.78 feet; thence N 89 °34'00" E 510.00 feet to the Point of Beginning. Situate in the County of Spokane, State of Washington. T0: Simpson Engineering North 909 Argonne Road Spokane, WA ®c This property covered by our pending commitment has not been reexamined and this Supplemental Report DOES NOTextend the effective date of the Commitment, or any Supplemental reports to the commitment. SUPPLEMENTAL REPORT NO. 2 RECEIVED APR 2 ;3 1991 Our Order No. 74237 - tCMS ° fIrdy fnginvorigg Your Reference Plat Certificate Loan No. CC: Spokane County Planning Spokane County Engineering There have been no changes in the title to the property covered by our Preliminary Commitment since our last report except as follows: Deed recorded under Auditors No. Deed of trust recorded under Auditors No. recorded under Auditors No. TITLE IS NOW VESTED IN p Paragraph (s) of our Preliminary Commitment (is / are) now deleted. All matters relating to ALTA extended coverage have been cleared. 1) Note I/3 has been corrected to read as follows: Power of Attorney: From: Emma S. Hawkins To: Louise Bueschke Recorded: April 30, 1990 Recording No.: 9004300478 Said power of attorney is deemed sufficient for the execution of plat; provided Emma Hawkins is living when the plat is signed. Dated March 26, 1991, at 8:00 a.m COMPANY OF SPOKANE WEST 704 FIRST AVE. SPOKANE, WASHINGTON (509) 456 -0550 FAX (509) 747 -2761 F.A.T. 104 - B 'Proud to be First' BY FIRST AMERICAN TITLE Ohl /d d3 /'!/ TO: j NcIsw PC S�,.kei��= c,, Fri --, r= ,:he.t,.s�. SUBJECT: MI(it Inn, e. CL- Pro i.(e.s t flr-,;,.,a DATE: I 1 31 9 1 �l (■, ctcLcd are $Ite.e. 4 1, Z4- (>f c-+rce+ . \(es c.,cI e /ira e .nu. Ya s (1 AiNi 1 nvtic C, �� 4 V C - nt r- � rirovcI - mk. l o - r , cs I Ina. I,S h..., be.c . S4 J clyznv4 �J - HA 4_ SLO[N✓, / ciQL, t-tire - -, - tA kOLJG 1 el e I 4. J +1r c e%v r. ` c ers r e_ ( ^)- Lf M1' -r Gnt 'C-h 'flY.w i ` e impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed Re t r n Louise BL2schke Rt. 10, Box 250 4004 S. 42nd SR27 Spokane, WA 99206 05 00 90 00379 9' Ui) 4 3 OG4'7 3 DURABLE POWER OF ATTORNEY 0 OF EMMA S. HAWKINS sA.VICON ...�_ - 7 3 1'01.. i fi r ra6E . ., RECEIVED FILEDORRSCORDED TRANSAMERICA TITLE REOUES r OF APR 3a 4 24 FR '96 VI: ;HUE SFO°.IP•E• 0004TY.WASH. vl� THE UNDERSIGNED INDIVIDUAL, domiciled and residing in the State of Washington, as authorized by RCW 11.94.010 designates the following named person as attorney in fact to act for the undersigned as the principal who may here- after become disabled or incompetent. 1. Designations. LOUISE BUESCHKE is designated as attorney in tact for the principal. if tor any reason InnrsF RHFSCRKF becomes unable or unwilling to act as attorney in fact, __Diann c 1nhnccr is designated as alternate attorney in fact for the principal. 2. Effectiveness. This power of attorney shall become effective upon the disability or incompetence of the principal Disability shall include the inability to manage his property and affairs effectively for reasons such as mental illness, mental deficiency, physical illness or disability, advanced age, chronic use of drugs, chronic intoxication, confinement, detention by a foreign power or disappearance. Disability shall be evidenced by a written statement of a qualified physician regularly attending the principal and /or by other qualified persons with knowledge of any confinement, detention or disappearance. Incompetence shall be established by a Finding of a Court having jurisdiction over the incompetent principal. 3. Duration. The durable power of attorney becomes effective as provided in paragraph 2 and shall remain in effect to the extent permitted by RCW 11.94.010 or until revoked or terminated under paragraph 6, notwithstanding any uncertainty as to whether the principal is dead or alive. 4. Powers. The attorney -in -fact shall have all of the powers of an absolute owner over the assets and liabilities of the Principal, whether located within or without the State of Washington, including, without limitation, the power and authority to do the following: 4.1 Pay, settle or- otherwise discharge any and all claims of liability or indebtedness against the Principal and, in so doing, (a) use any of the Principal's funds or other assets or use funds or other assets of the attorney -in -fact . and obtain reimbursement out of the Principal's funds or ocher assets, and (b) compromise any such claim and make, sign, seal and deliver acquittances, releases, or other sufficient discharges in respect of the same; 1 V 7Y.1UEl iv 4.2 Ask, demand, sue for, recover, collect and receive all sums of money, debts, dues, accounts, legacies, bequests, devises, dividends, annuities, demands, interests in real and personal property, and rights to the possession or use of such property, and, in so doing, (a) have, use and take all lawful ways and means in the principal's name or other- wise for the recovery thereof by attachment, execution, evic- tion, foreclosure or otherwise, and (b) compromise and agree for and make, sign, and deliver acquittances, releases or other sufficient discharges in respect of the same; 4.3 Bargain, contract, agree for, purchase, receive and take lands and any interest therein, and accept the possession of all lands and all deeds and other assurances in the law therefor; 4.4 Lease, sell, release, convey, exchange, mortgage, . and release any mortgage on lands, and any interest therein; 4.5 Bargain and agree for, buy, sell, pledge, assign, endorse, release, exchange, mortgage, release any mortgage on, and in any and every way and manner deal in and with goods, bonds, shares of stock, causes of action, judgments and other property in possession or in action; 4.6 Purchase United States Treasury Bonds which may be redeemed at par in payment of federal estate tax; 4.7 Exercise any and every right and power which the Principal may now or hereafter have in respect of any and all savings, checking or agency accounts and any and all safe deposit boxes and envelope or other safekeeping accounts including, without limitation, the power and authority to open any and all such accounts for the principal in the principal's name, and to give instructions in respect of and make deposits in and withdrawals from any and all such accounts whether or not the same have been opened by the attorney -in -fact; 4.8 Transfer assets of all kinds to the trustee of any trust established by the principal. 4.9 Make, do and transact all and every kind of business of every kind and description; and 4.10 Sign, seal, execute, deliver and acknowledge all written instruments and do and perform each and every act and thing whatsoever which may be necessary or proper to be done in or about the exercise of the powers and authority hereinabove granted to the attorney -in -fact as fully to all intents and purposes as the principal might or could do if personally present. 5. Limitations on Powers. Notwithstanding the foregoing, nothing contained herein shall authorize the attorney4n -fact to make, alter, revoke_or change any testamentary disposition -2- of the principal's property or to make any gifts of such property during the principal's lifetime, except.as provided in paragraph 4.8 above. 6. Termination. This power of attorney may be terminated by (a) The principal by written notice to the attorney -in- fact and by recording the written instrument of revocation in the office of the recorder or auditor of Spokane Coupty, Washington. (b) A Guardian of the estate of the principal after court approval of such revocation; or (c) The death of the principal upon actual knowledge or receipt of written notice of the attorney -in -fact. 7. Accounting. Upon request of the principal or the Guardian of the estate of the principal or the personal repre- sentative of tLe principal's estate, the attorney -in -fact shall account for all actions taken by the attorney -in -fact for or on behalf of the principal. 8. Reliance. The attorney -in -fact and all persons dealing with the attorney -in -fact shall be entitled to rely upon this power -of- attorney so long as neither the attorney -in -fact, nor any person with whom the attorney -in -fact was dealing at the time of any act taken pursuant to this power of attorney, had received actual knowledge or written notice of the termination of the powerof attorney by death or otherwise. Any action so taken, unless otherwise invalid or unenforceable, shall be binding on the heirs and personal representatives of ,the principal. 9. Indemnity. The estate of the principal shall hold harmless and indemnify the attorney -in -fact from all liability for acts done in good faith and not in fraud of the principal. 10. Applicable Law. The laws of the State of Washington shall govern this power of attorney. DATED: This o?6Y'day of .4 4DP; EMMA S. HAWKINS VOL 110 14 :4GE i S 3 9 19 90 STATE OF WASHINGTON ) ss. County of Spokane ) On this day personally appeared before me Emma S. Hawkins to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as h free and voluntary act and deed, for the purposes therein mentioned. GIVEN, under my hand and official seal this -26 day of:. 1990 ,7 �— ( Notary `Public in and for the? State`` of Washington, residing a ; pokiWG -3- OFI9CE OF THE COUNTY ENGINEER Ronald C. Iiormann, P.E., County Engineer DATE: TO: ATTENTION: CITY/STATE: FAX NUMBER: FACSIMILE COVER SHEET 7 - / o- ,/ Be b l02'3r -/47C NUMBER OF PAGES (INCLUDING COVER SHEET): FROM: COUNTY FAX NO.: T l�f- Cr. -r.o .r/ A DIVISION OFTIIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director (509) 456 -4715 MFSSAGE/SPECIAL INSTRUCTION:: rc N 5 [ S ! ht 3 Please contact at (509) 456 -3600, should any problems occur with transmission or receipt of facsimile. f N ;;11 I•lfir > „n tild..u� 0 -01; 150 .15u- 1000 FAX 15001 .1 50- 1715 5 M 9 9t O Sewage � Treatment r� Facility I .0 r 1 1 1I 1 I 6 2 lt x Q LL md9 -37f iv — - 9:3_7,4E P S& Q 4 T1 26 -rG.6' 23 mean OF TaLlST M1O1LOME. DoT J� ; /Op $TON s h O 0 PAGE - 1 Authorized pursuant to Resolution No. 91 0650 REQUEST FOR FULL RECONVEYANCE The undersigned Beneficiary previously accepted that certain Amended Deed of Trust dated the 14th day of May, 1991, filed for record on July 8, 1991, with the Spokane County Auditor at Auditor's File No. 9107080261, in Volume 1204, at page 1376, from the Grantor, Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., with First American Title Company, W. 704 First, Spokane, Washington 99204, as Trustee, for the purpose of securing Grantor's completion of certain roadway, drainage and sewerage improvements to satisfy conditions imposed by Beneficiary on the plat of Midilome 6th Addition, PE 1168F and ZE13 -78, in the original estimated amount of $174,000.00. Grantor has supplied other security suitable to Beneficiary respecting the real property conveyed to Beneficiary in said Amended Deed of Trust. You, First American Title Company, as Trustee, are therefore requested, upon payment of all sums owing to you, to reconvey without warranty, to the person(s) entitled thereto, the right, title and interest now held by you thereunder to Lots 5, 6, 7 and 8 in Block 3, and all of Blocks 1, 2 and 6, in Midilome 6th Addition, Spokane County, Washington. ATTEST: DATED this /7 day of WILLIAM DONAHUE Clerk . he Board uty Clerk STATE OF WASHINGTON ) ss County of Spokane On this day personally appeared before me John R. McBride, to me known to be a County Commissioner and Chairman of the Board of the County Commissioners of Spokane County, the political subdivision of the State of Washington that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said County, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of said Board and County. GIVEN under my hand and official seal this ]I — day of QQA /t . 2, 1991. PAGE - 2 1991 SPOKANE COUNTY (Beneficiary) Board of County Commissioners of Spokane County, Washington John "/. cBr .e Chai .n Notary Public in and for the State of Washington, residing at Spo ane. My commission expires q By No. .9Y QG 50 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF ACCEPTING AN AMENDED DEED OF TRUST FOR MIDILOME ) R E S O L U T I O N 6TH ADDITION (PE 1168F, ZE 13 -78) ) WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commissioners of Spokane County has the care of County property and the management of County funds and business; and WHEREAS, pursuant to RCW 58.17.130 and the Spokane County Code, the Board of County Commissioners of Spokane County are authorized to accept satisfactory security, providing for and securing the actual construction and installation of improvements required for subdivision approval; and WHEREAS, final plat approval is pending for Midilome 6th Addition, and the Spokane County Division of Engineering has approved the road plan submitted by the developer as required by the conditions of approval; and WHEREAS, pursuant to resolution adopted on May 7, 1991, the Board approved a deed of trust on those lots within Midilome 6th Addition fronting on the public roads to be constructed, as security for such road improvements; and WHEREAS, the developers of Midilome 6th Addition have requested amendment of the deed of trust so that it may also secure required sewer improvements in said addition, as concurred in the County Division of Utilities; NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Spokane County be authorized to execute that document entitled "Amended Deed of Trust ", whereby the developer of Midilome 6th Addition will convey certain lots of said plat in trust to Spokane County for the purpose of securing road and sewerage improvements in said addition. PASSED AND ADOPTED this / day of , 1991. ATTEST: WILLIAM E .ONAHUE, Clerk o the Board Deputy Clerk even Hasson, Chair Joh . Mc: ide BOARD 0 OF SPO Patricia A. Mummey OMMISSIONERS , WASHINGTON res \midilomel mcd 0650 9101080261 AMENDED DEED OF TRUST This Amended Deed of Trust made this /y • day of VO1. 1204Pt E 13 7 6 , 199/, by and between GRANTOR, whose name and address is Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., S. 400 Jefferson, Suite 333, Spokane, Washington 99204 -3143; a corporation, TRUSTEE, whose name and address is First American Title C an , W. 704 First, Spokane, Washington 99204: and SPOKANE COUNTY, a municipal corporation and political subdivision of the State of Washington, Beneficiary, whose address is West 1116 Broadway, Spokane, Washington, to-wit: Grantor hereby bargains, sells and conveys to Trustee, in trust, with power of sale the following described real property in Spokane County, Washington: Lots 5, 6, 7 and 8 - Block 3 in Midilome 6th Addition All of Blocks 1, 2 and 6 in Midilome 6th Addition The property which is the subject of this Deed of Trust is not used principally for agricultural or farming purposes. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs, sewage collection lines, required designs, and other facilities in accordance with the approved plans on file' in the Spokane County Engineer's and Utilities Division offices. These plans are designed to meet Spokane County Standards adopted in Resolution No. 80- 1592, as amended, and Conditions of Approval in the Findings and Order for MIDILCIME 6TH PE1168F and zone change ZE13 -78 . The Grantor agrees to complete and above - mentioned improvements by June 1, 1992 . In the event these improvements are not completed by the above mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's and Utilities Director estimate for these improvements is $ 174,000.00 . It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed Spokane County's estimate. This Deed of Trust also secures a one year warranty period for the sewerage facilities commencing from the day of acceptance of such facilities for operation and maintenance. .9:1- 0600 910/08026 AMENDED DEED OF TRUST This Amended Deed of Trust made this /y day of , 199/, by and between GRANTOR, whose name and address is Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., S. 400 Jefferson, Suite 333, Spokane, Washington 99204 -3143; a corpo ration, TRUSTEE, whose name and address is First American Title Company, W. 704 First, Spokane, Washington 99204: and SPOKANE COUNTY. a in i. < r l of the State 0 .7,2 m1. Broadway, Spokane. Grantor hereby power of sale th Washington: Lots 5, 6, All of Block; fte -e-rti r19 1VAITL1/4 n,u &tJ - U Sa SuuL, Ev iLekieuu VOL. 1204PAGE1376 id political subdivision ' is West 1116 ustee, in trust, with ty in Spokane County, dition n The property wnicn is the subject of this Deed of Trust is not used principally for agricultural_ or farming purposes. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs, sewage collection lines, required designs, and other facilities in accordance with the approved plans on file' in the Spokane County Engineer's and Utilities Division offices. These plans are designed to meet Spokane County Standards adopted in Resolution No. 80 - 1592, as amended, and Conditions of Approval in the Findings and Order for MIDILOME 6TH PE1168F and zone change ZE13 -78 . The Grantor agrees to complete and above - mentioned improvements by June 1, 1992 In the event these improvements are not completed by the above mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's and Utilities Director estimate for these improvements is $ 174,000.00 . It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed Spokane County's estimate. This Deed of Trust also secures a one year warranty period for the sewerage facilities commencing from the day of acceptance of such facilities for operation and maintenance. (1 To protect the security of this Deed of Trust, Grantor covenants and agrees: ( (3) 1204PacE13 7 To keep the property in good condition and repair; to permit no waste thereof; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. (2) To pay before delinquent all lawful taxes and assessments against the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including costs of title search and attorney's fees in a reasonable amount, in any such action or proceeding and in any suit brought by Beneficiary to foreclose this Deed of Trust. (4) To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of Trustee, incurred in forcing the obligations secured hereby and the Trustee's and attorney's fees actually incurred as provided by statute. (5) Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the amounts so paid, with interest at a rate of 12 percent, shall be added to become a part of the debts secured by this Deed of Trust. It is mutually agreed that: A. RECONVEYANCES: Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: (a) No notice of default remains uncured; (b) Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: i. Construction by the Grantor of all roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or ii. Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final ¥OL. 1204p QE13; 8 plat and acceptance of said construction by the Benefi- ciary; provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or iii. Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts; provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a written development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be approved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance. (2) Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. (a) Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as hereinbefore stated. (3) Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such action as may be reasonably required in order to carry out the intent and purposes of this Deed of Trust. (4) Default. Upon default by the Grantor(s) in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Beneficiary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: (a) To the expense of sale, including reasonable Trustee's and attorney's fees; (b) To the obligations secured by this Deed of Trust; (c) The surplus, if any, shall be distributed to the persons entitled thereto. (5) Trustee shall deliver to the Purchaser at the sale, its deed without warranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrances for value. (6) The power of sale conferred by this Deed of Trust and by the Deed of Trust Act in the State of Washington, is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. (7) In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the Successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any parties hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party, unless such action or proceeding is brought by Trustee. (8) This Deed of Trust applies, inures to the benefit of, and is binding not only o the parties hereto, but their heirs, devisees, legatees, administrators, executive, successors and assigns. GRANTOR D L ,v Jui 8 4 44 111 '91 WILLIAM if DONAHUE AUDITOR SPOKANE, COUNTY, WASH. INTEROFFICE ATTEST: WILLIAM E. DONAHUE CLERK OF THE BOARD By: D e p u t y , tey MIDI By: By: 1 204PAOE13 7 9 SPOKANE COUNTY Chairman, Board of County Commissioners of Spokane County, Washington GRANTOR MIDILCME, INC. BY: BY: obert H. Tomlinson, Secretary uise Bu-schke, Treasurer 7,- S. Hawkins 7/ : 1�ES'1::. BY.; Alj E. CCNAHQ : i OF THE BO'? b !.Gi /•� ! /L ' 91 - 1 y 1/ Y e Chairman, Board of oun Commissioners of Spokane County Washington SPOKANE Co BY: VOL 12O4PAGE1380 APPROVED AS TO FORM: SPOKANE COUNTY PROSECUTOR'S OFFICE By: STATE OF WASHINGTKON County of Spokane On this day personally appeared before me Edgar Bueschke and Robert H. Tomlinson known to me to be the individual(s) described in and who foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated. GIVEN UNDER MY HAND and affixed my official seal this A t, 1991. TRUSTEE: Received this / "J Mday of �- Notary Public in and for Washington, residing at My commission expires: V OL 12 U 4 PAGE 1381. executed the within and /8" : da : gf \ , • , . z J118f1d � ` . .�. '. thi,.etMM of. Spokane'. /- ,CS- 9s� 01 0650 9100 AMENDED DEED OF TRUST This Amended Deed of Trust made this /y day of by and between GRANTOR, whose name and address is Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., S. 400 Jefferson, Suite 333, Spokane, Washington 99204 -3143; a corporation, TRUSTEE, whose name and address is First American Title Company, W. 704 First, Spokane, Washington 99204: and SPOKANE COUNTY, a municipal corporation and political subdivision of the State of Washington, Beneficiary, whose address is West 1116 Broadway, Spokane, Washington, to-wit: Grantor hereby bargains, sells and conveys to Trustee, in trust, with power of sale the following described real property in Spokane County, Washington: Lots 5, 6, 7 and 8 - Block 3 in Midilome 6th Addition All of Blocks 1, 2 and 6 in Midilome 6th Addition A-7/ e VOL. 12O4PAOE13 i 6 , 199/, The property which is the subject of this Deed of Trust is not used principally for agricultural or farming purposes. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs, sewage collection lines, required designs, and other facilities in accordance with the approved plans on file in the Spokane County Engineer's and Utilities Division offices. These plans are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592, as amended, and Conditions, of Approval in the Findings and Order for MIDILOME 6TH PE1168F and zone change ZE13 -78 . The Grantor agrees to complete and above- mentioned improvements by June 1, 1992 . In the event these improvements are not completed by the above mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's and Utilities Director estimate for these improvements is $ 174,000.00 . It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed Spokane County's estimate. This Deed of Trust also secures a one year warranty period for the sewerage facilities commencing from the day of acceptance of such facilities for operation and maintenance. ta e r -2../5 To protect the security of this Deed of Trust, Grantor covenants and agrees: (1) To keep the property in good condition and repair; to permit no waste thereof; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. (2) To pay before delinquent all lawful taxes and assessments against the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. (3) To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including costs of title search and attorney's fees in a reasonable amount, in any such action or proceeding and in any suit brought by Beneficiary to foreclose this Deed of Trust. (4) To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of Trustee, incurred in forcing the obligations secured hereby and the Trustee's and attorney's fees actually incurred as provided by statute. (5) Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove Beneficiary may pay the same, and the amounts so paid, with interest at a rate of 12 percent, shall be added to become a part of the debts secured by this Deed of Trust. It is mutually agreed that: A. RECONVEYANCES: (1) Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: (a) No notice of default remains uncured; (b) Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: i. Construction by the Grantor of all roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or ii. Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final -2- - vOL12Q described, VOL. 12 0 4 PAGE 13 78 plat and acceptance of said construction by the Benefi- ciary; provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or iii. Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts; provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a written development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be approved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance. (2) Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. (a) Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as hereinbefore stated. (3) Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such action as may be reasonably required in order to carry out the intent and purposes of this Deed of Trust. (4) Default. Upon default by the Grantor(s) in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Beneficiary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: (a) To the expense of sale, including reasonable Trustee's and attorney's fees; (b) To the obligations secured by this Deed of Trust; (c) The surplus, if any, shall be distributed to the persons entitled thereto. (5) Trustee shall deliver to the Purchaser at the sale, its deed without warranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrances for value. (6) The power of sale conferred by this Deed of Trust and by the Deed of Trust Act in the State of Washington, is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. (7) In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the Successor Trustee shall be vested with al] powers of the original Trustee. The Trustee is not obligated to notify any parties hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party, unless such action or proceeding is brought by Trustee. (8) This Deed of Trust applies, inures to the benefit of, and is binding not only o the parties hereto, but their heirs, devisees, legatees, administrators, executive, successors and assigns. ED c 1; ST 0-6-2OrtVU Jut. 0 4 44 PH '91 WILLIAM E. DONAHUE AUDITOR SPOKANE. COUNTY. WASH. INTEROFFICE' A1 WILLIAM E. DONAHUE CLERK OF THE BOARD By: D e p u t y X)ey GRANTOR MIDI By: YOL. 12 04PA6E13? 9 retary SPOKANE COUNTY By: Chairman, Board of County Commissioners of Spokane County, Washington GRANTOR MIDILCME, INC. BY: BY: BY. BY: BY/ Ev Pres •ent Edgar obert H. Tomlinson, Secretary 6- i .4t • L ise Bu schke, Treasurer mna S. Hawkins /1> gr Bues et74/ Ed GLC.2 � SPOKANE CO BY: Chairman, Board of ount Commissioners of Spokane Washington VOL 12O 4PAGE 138 0 County APPROVED AS TO FORM: SPOKANE COUNTY PROSECUTOR'S OFFICE By: STATE OF WASHINGTON County of Spokane On this day personally appeared before me Edgar Bueschke and Robert H. Tomlinson known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated. TRUSTEE: Received this /o Mday of VOL. 1. 204PA oE 13 8 1 GIVEN UNDER MY HAND and affixed my official seal this // c} Af 1991. m+11iRg{ .. n .%� 7 4 e /i u C Notary Public in and for tht,.th &Qe..of,' '• Washington, residing at Spokane'.. My commission expires: /— C5_ Test No. Station and Ref. to C/L • . to Sub Grade Type of Material and Use `i f; ill •;(144 om7Nml PASSING #4 SIEVE fZ f ' •N RFPIARKS Opt. Opt. Corrected Field Max. Corr. $�5,- SfdrAb.. Field Test % Max. Test 1 ti Iona at *3 C 5TC 7s 4,6 3- L 1 177 116.1 /37.0 t•61 ) 3 98.0 >95Z Ok z Ls Genic( `i - H.11 /P 137,0 13 7;0 loci .o 3 38 ON Lefb ► yt zs 1 1 . q..2_ 137,0 136.1 99A y 3gti- Rt yt30 1 -G y, 131.v 233 .1 97.1 S 68 tti 15 ` � '1.6 5.1 v 1374 v 13517 59A DAILY COMPACTION TEST REPORT Project Engineer Contractor REMARKS: S;_ En y _ A..,,J 440 Project Name rf"►k�lnri� ®R�(� INSPECDJR SPOKANE COUNTY ENGINEERS Cont. No. CAB 113 Date 6// 8/9i Page No. ► of August 21, 1992 Washington Trust Bank International Banking Dept. P.O. Box 2127 Spokane, Wa 99210 Re: Midilome 6th Addition Irrevocable Standby Letter of Credit # 287 Dear Sir: Please be advised that the irrevocable Standby Letter of Credit # 287 issued by your Company as surety for installation of roads and associated drainage facilities for the above mentioned project in the current amount of $74,000.00 may now be reduced to $50,00.00. Very truly yours, James A. Radke Assistant Construction Engineer JAR:ds OFFICE OF THE COUNTY ENGINEER Ronald C. Hermann, P.E., County Engineer N. 811 Jefferson sA rips r 7/‘.8 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 ire South 25 Allamont 509 535-1410 Inland Pacific Engineering Spokane, Washington 99202 TO: Spokane County Engineer's Office PROJECT: Veradale Pines ATTENTION: Jerry Sills Gentlemen: We are sending (x) enclosed Description Tratsmittal DATE: July 8, 1991 RECEIVED JUL 0 8 1991 ! SPOKANE COUNTY ENGINEER ( ) under separate cover copies of the following: / / Blueline Prints / / Copy of Letter LI Plat Certificate / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description Requested Action r7 Information / / Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks Enclosed Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: 4 114: 12=iu. A t4 er : l l i e Jo parl i g Post.lt'° brand fax transmittal memo 7671 oaf pages o iinIMIMM Fran Phone # C• Q ANEMIC°. ... Fax If Fax # 12 -0s -F1 03:34PM FROM TOMLINSON COMMERCIAL TO 94564715 Washington1Pust Bank International Banking Department Spokane County Public Works Department Attn: County Engineer's Office 811 N. Jefferson Spokane, WA 99260 Gentlemen: 7CS:rd P00 AMENDMERTl1TO IRREVOCABLE STANDBY LETTER OF CREDIT NO. 287 DATE: April 30, 1991 AMOUNT: $74,000.00 October 31, 1991 This letter will serve as our Amendment to Letter of Credit No. 287 established in your favor for the account of MIDILOME, INC., 400 S. Jefferson, Suite 333, Spokane, WA 99204, up to the aggregate amount of SEVENTY -POUR THOUSAND AND NO /100 Dollars ($74,000,00) as follows: Amend dollar amount FROM 174,000.00" TO "586,500.00 ". All other terms and conditions of Letter of Credit No. 287 remain unchanged. Sincerely, 3o C. Shelton S for Vice President Washington Trust Financial Center P.O. Box 2127, Spokane, Washington 99210 -2127 Phone (509) 353 -4109 UTILITIES DEPARTMENT William R. Dobratz, P.E., Director December 4, 1991 Midilome, Inc. S 400 Jefferson Suite 333 Spokane, WA 99204 ATTN: Robert Tomlinson SUBJECT: Midilome 6th Addition Dear Mr. Tomlinson, This it to inform you that Spokane County accepts the sewerage system serving Midilome 6th Addition for operation and maintenance effective November 30, 1991, subject to a one year warranty period from the date of acceptance. You are hereby authorized to reduce the sewer construction security held as a part of AMENDED DEED OF TRUST dated May 14, 1991, to $23,500 which is to secure the one year warranty period for sewerage facilities. If there are any questions concerning this matter, please contact me at this office. Sincerely, William R. Dobratz, P.E. Utilities Director itt," At" JAL /kc cc: encl: N. 811 Jefferson James A. Le at, P.E. Utilities Engineer • Jerry Sims Amended Deed of Trust Spokane, WA 99260 -0180 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director (509) 456 -3604 FAX (509) 456 -4715 PAGE - 1 Authorized pursuant to Resolution No. 91 0650 REQUEST FOR FULL RECONVEYANCE The undersigned Beneficiary previously accepted that certain Amended Deed of Trust dated the 14th day of May, 1991, filed for record on July 8, 1991, with the Spokane County Auditor at Auditor's File No. 9107080261, in Volume 1204, at page 1376, from the Grantor, Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., with First American Title Company, W. 704 First, Spokane, Washington 99204, as Trustee, for the purpose of securing Grantor's completion of certain roadway, drainage and sewerage improvements to satisfy conditions imposed by Beneficiary on the plat of Midilome 6th Addition, PE 1168F and ZE13 -78, in the original estimated amount of $174,000.00. Grantor has supplied other security suitable to Beneficiary respecting the real property conveyed to Beneficiary in said Amended Deed of Trust. You, First American Title Company, as Trustee, are therefore regulsted, upon payment of all sums owing to you, to reconvey without warranty, to the person(s) entitled thereto, the right, title,and interest now held by you thereunder to Lots 5, 6, 7 and 8 in Block 3, and all of Blocks 1, 2 and 6, in Midilome 6th Fax 11 7 Post -I1'" brand fax transmittal memo 7671 Addition, Spokane County, Washington. ATTEST: DATED this /7 day of WILLIAM DONAHUE Clerk . he Board �uty Clerk STATE OF WASHINGTON ) ss County of Spokane PAGE - 2 a 1991 SPOKANE COUNTY (Beneficiary) Board of County Commissioners of Spokane County, Washington / / /al John Cr cBr de Chair an On this day personally appeared before me John R. McBride, to me known to be a County Commissioner and Chairman of the Board of the County Commissioners of Spokane County, the political subdivision of the State of Washington that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said County, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of said Board and County. GIVEN under my hand and official seal this )I may of ilataida 1991. Notary Public in and for the State of Washington, residing at Spo re. My commission expires address zone change DEED OF TRUST This Deed of Trust made this day of , 198 , by and between GRANTOR, whose name and address 1s Edgar Bueschke Louise Bueschke, Emma S. Hawkins and Midilome, Inc. S. 400 Jefferson, Suite 333 Spokane, WA ; a corporation, TRUSTEE, whose name and Is First American Title Company, W. 704 First, Spokane, WA 99204 and SPOKANE COUNTY, a municipal corporation and political subdivision of the State of Washington, Beneficiary, whooc address is West 1.116 Broadway, Spokane, Washington, to -wit:. Grantor hereby bargains, sells and conveys to Trustee, in trust, with power of sale the following described real property in Spokane County, Washinton: Lots 5, 6, 7 and 8 - Block 3 in Midilome 6th Addition All of Blocks 1, 2 and 6 in Midilome 6th Addition The property which is the subject of this Deed of Trunt is not used principally for agricultural or farming purposes. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor construct° all roads, drainage structures and facilities, sidewalks, monuments, curbs and other facilities in accordance with the approved plan° on file in the Spokane County Engineer's office. Theoe plan° are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592, as amended, and Conditions of Approval in the Findings and Order for MIDILa€ 6TH PE1168F and ZE13 -78 The Grantor agrees to complete and above - mentioned improvements by June 1, 1992 In the event these improvements are not completed by the above - mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's estimate for these improvements is $ 144,000.00 . It is further understood that this Deed of Trust in for the actual cost of improvements at the time they are made, which coat may exceed the Spokane County Engineer's estimate. -1- To protect the security of this Deed of Trust, Grantor covenants and agrees: (1) To keep the property in good condition and repair; to permit no waste thereof; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. (2) To pay before delinquent all lawful taxes and assessments against the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. (3) To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including costs of title search and attorney's fees in a reasonable amount, in any such action or proceeding and in any suit brought by Beneficiary to foreclose this Deed of Trust. (4) To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of Trustee, incurred in forcing the obligations secured hereby and the Trustee's.and attorney's fees actually incurred as provided by statute. (5) Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the amounts so paid, with interest at a rate of 12 percent, shall be added to become a part of the debts secured by this Deed of Trust. It is mutually agreed that: A. RECONVEYANCES: (1) Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: (a) No notice of default remains uncured; (b) Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: 1. Construction by the Grantor of all roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or 11. Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Benefi- ciary; provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or iii. Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts; provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a written development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be approved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance. (2) Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. (a) Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as hereinbefore stated. (3) Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such action as may be reasonably required in order to carry out the intent and purposes of this Deed of Trust. (4) Default. Upon default by the Grantor(s) in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Beneficiary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: (a) To the expense of sale, including reasonable Trustee's and attorney's fees; (b) To the obligations secured by this Deed of Trust; (c) The surplus, if any, shall be distributed to the persons entitled thereto. (5) Trustee shall deliver to the Purchaser at the sale, its deed without warranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrances for value. (6) The power of sale conferred by this Deed of Trust and by the Deed of Trust Act in the State of Washington, is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. (7) In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the Successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party, unless such action or proceeding is brought by Trustee. (8) This Deed of Trust applies, inures to the benefit of, and is binding not only on the parties hereto, but their heirs, devisees, legatees, administrators, executives, successors and assigns. GRANTOR ( GRANTOR — __ MIDILCMET; BY:_ /y , ..c /--- ,, c:. -�_.— . /L'ouise Bueschke Treasurer g / %t i. Errma S. Hawkins (e - , ; � ,� � 4 FOKANE COUNTY by Louise BueschJc ., : ' " ` C/ 15t39rney act / / 5 7' t' By: Edgar Bueschke :i ATTEST: WILLIAM E. DONAHUE CLERK OF THE BOARD By: D e p u t y -4- Chairman, Board of County Commissioners of Spokane County, Washington Secretary President APPROVED AS TO FORM: SPOKANE COUNTY PROSECUTOR'S OFFICE 4 By: County of Spokane GIVEN 19 91 . 03470 %CC i C24 , l STATE OF WASHINGTON On this day personally appeared before me Edgar Bueschke and Robert H. Tomlinson Louise Bueschke Emma S. Hawkin by Louise Bu eschke Attorney in —fact , known to me to be the individual(s) described in and who ex ecuted the within and foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated. UNDER MY HAND and affixed my official seal this 25th day of April i -Notary Public �i /.� .% I 'l. ;,, _. ; /� � / n and for the State of Washington, residing at Spokane My commission expires: 1/15/94 Sf TRUSTEE: Received this / day of , 1997. FROM :SPOKANE CNTY PROSECUTOR TO:UTILITY SPO DONALD C. HROCKETT I'HOSCCUTINC A't TOkNCv Please FAX to: �% rry FAX Phone No: From: Michael C. Dempsey Deputy Prosecuting Attorney, Civil Division Spokane County Prosecuting Attorney's Office West 1115 Broadway Avenue Spokane, Washington 99260 Telephone No.: (509) 456 -5764 FAX Phone No.: (509) 456 -3672 Pages 1 through 2 including cover page. f7/caJC re ✓teou /r a C c If there are any questions regarding the message sent, please contact Civil Department, Prosecuting Attorney's Office, 456 -5764. Cr.nrmaI .nty r.y„ S.I,,, Saknp iW. I 100 Mallow Avrni,. Str,l.nr, WA * 0.) 410•1001 5CAU Iol.N• 'f� - q 7 /S n.r u.,.ea W 111) S.u.dwty SpN.M. WA w•C.0ly0 (10.) u1MS>M SCAN 2114.61 OFFICE ^G I'HOSCCII TING A TTOHNCY ❑ Emily Lw D W. w1 M.Ibn A•.w, *LA.. WA 1 110.191••1.66 SCAN 31 0 Fr.,aDNiA U•11 N. n1 Win* kapok WA wl.0ai two 414 -+4$$ SCAN 714414 i MAY 10, 1991 8 :48AM 4404• P.01 CounlyCi)y Public Safety building W. 1100 Mallon Avenue Spokane, WA 99S0 (509) 456.3662 SCAN 272 -3662 Mw.t 0, tr•(q (V•01Wr, «Au 0. COtw.n 00e4 (.•on. 00.0it • 14 f AnMf•tI Yyr A V erne I40 . 0.1„u. IynW•f --4., 0•Mel l• r Ares . O'W,. V.Y1 ,V••A t IllanOw AIWWW ▪ •✓ Nona NOW ••Ayll l GIM• P rI4A C Cfnmwr 0rw•eO eo,grrw 1, wow • Owes 0 fret on Oraoxrt AWN b we 1•trtr•0 w, 0,4 .. • 1 w.nti -.� nn ■ ur en ter ••n q . ^. I n ye. • , . . r. r tr . 4 M w 4, wrro V. 1r,. orMUl t 051. ne.M. Irry wen ▪ V•e•∎• u..n. •1 (Nr Y•1 • • •MU tnrt howl. 1_„•lr 41,,66 1 1 y f•M 41W 11 oft 0 I+.•n D w two m41444 Ana Sp••IM, WA •200.0100 IS001400-•066 SCAN I >11 0,e FROM :SPOKRNE CNTY PROSECUTE"' "' TO :UTILITY SPO MP" 10, 1991 8 :48RM #404 P.02 4A14W4 tt DEED Or TRUST This Mended Deed of Trust made this day of , 1992, by and between GRANTOR, whose name and address is Edgar Bueschke, Louise Bueschke, EmTma S. Hawkins and Midilome, Inc., S. 400 Jefferson, Suite 333, Spokane, Washington 99204 -3143; a corporation, TRUSTEE, whose name and address is First American Title Company, W. 704 First, Spokane, Washington 992.04: and SPOKANE COUNTY, a municipal corporation and political subdivision of the State of Washington, Beneficiary, whose address is west 1116 Broadway, Spokane, Washington, to -wit: Grantor hereby bargains, sells and conveys to Trustee, in trust, with power of sale the following described real property in Spokane County, Washington; Lots 45, 6, 7 and 8 - Block 3 in Midilome 6th Addition All of Blocks 1, 2 and 6 in Midilome 6th Addition The property which is the subject of this Deed of Trust is not used principally for agricultural or farming purposes. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, Convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs, sewage collection lines, required designs, and other facilities in accordance with the approved plans on file in the Spokane County Engineer's and Utilities Division offices. These plans are designed to meet Spokane County standards adopted in Resolution No. 80 -1592, as amended, and Conditions of Approval in the Findings and Order for MIDII.CmE 6TH PE1168F and zone change ze13 -78 . The Grantor agrees to complete and above - mentioned improvements by June 1, 1992 In the event these improvements are not completed by the above mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's and Utilities Director estimate for these improvements is $ 174,000.00 . It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed Spokane County's estimate. 1992 31 0630 910 0E302UU AMENDED DEED OF TRUST This Amended Deed of Trust made this /y day of Lots 5, 6, 7 and 8 - Block 3 in Midilome 6th Addition All of Blocks 1, 2 and 6 in Midilome 6th Addition \in 1204 PAGE 1376 by and between GRANTOR, whose name and address is Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., S. 400 Jefferson, Suite 333, Spokane, Washington 99204 -3143; a corporation, TRUSTEE, whose name and address is First American Title Company, W. 704 First, Spokane, Washington 99204: and SPOKANE COUNTY, a municipal coil »ration and political subdivision .of the State of Washington, Beneficiary, whose address is West 1116 Broadway, Spokane, Washington, to-wit: Grantor hereby bargains, sells and conveys to Trustee, in trust, with power of sale the following described real property in Spokane County, Washington: The property which is the subject of this Deed of Trust is not used principally for agricultural_ or farming purposes. , 199/, This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs, sewage collection lines, required designs, and other facilities in accordance with the approved plans on file in the Spokane County Engineer's and Utilities Division offices. These plans are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592, as amended, and Conditions of Approval in the Findings and Order for MIDITOME 6TH PE1168F and zone change ZF13 -78 . The Grantor agrees to complete and above - mentioned improvements by June 1, In the event these improvements are not completed by the above mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's and Utilities Director estimate for these improvements is $ 174,000.00 . It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed Spokane County's estimate. This Deed of Trust also secures a one year warranty period for the sewerage facilities commencing from the day of acceptance of such facilities for operation and maintenance. To protect the security of this Deed of Trust, Grantor covenants and agrees: (1) To keep the property in good condition and repair; to permit no waste thereof; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. (2) To pay before delinquent all lawful taxes and assessments against the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. (3) To defend'any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including costs of title search and attorney's fees in a reasonable amount, in any such action or proceeding and in any suit brought by Beneficiary to foreclose this Deed of Trust. (4) To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of Trustee, incurred in forcing the obligations secured hereby and the Trustee's and attorney's fees actually incurred as provided by statute. (5) Deed of Trust. Should the Grantor fail to It is mutually agreed that: (a) pay von. 12 0 4 PAGE 137 7 when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the amounts so paid, with interest at a rate of 1.2 percent, shall be added to become a part of the debts secured by this A. RECONVEYANCES: (1) Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: No notice of default remains uncured; (b) Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: i. Construction by the Grantor of all roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final 'hat and acceptance of said construction by the Beneficiary; or ii. Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final (2) Grantor shall plat and acceptance of said construction by the Benefi- ciary; provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or iii. Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts; provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a written development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal• must be approved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance. pay YOI. 12 04PAGE1378 for ALL costs and fees in preparation of full or partial reconveyances. (a) Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as hereinbefore stated. (3) Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such action as may be reasonably required in order to carry out the intent and purposes of this Deed of Trust. (4) Default. Upon default by the Grantor(s) in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Beneficiary, the Trustee shall sell the trust property in accordhnce with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: (a) To the expense of sale, including reasonable Trustee's and attorney's fees; (b) To the obligations secured by this Deed of Trust; (c) The surplus, if any, shall be distributed to the persons entitled thereto. (5) Trustee shall deliver to the Purchaser at the sale, its deed without warranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrances for value. (6) The power of sale conferred by. this Deed of Trust and by the Deed of Trust Act in the State of Washington, is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. (7) In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and recording of such appointment in the mortgage records of the county this Deed of Trust is recorded, the Successor Trustee shall be vested powers of the original Trustee. The Trustee is not obligated to notify any parties hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party, unless such By: action or proceeding is brought by Trustee. (8) This Deed of Trust applies, inures to the benefit of, and is binding not only o the parties hereto, but administrators, executive, successors r,J, U4t/ Jul. 0 4 44 P41 '91 WILLIAM E. DONAHUE AUDITOR SPOKANE, COUNTY. WASH. INTEROFFICE ATTEST: WILLIAM E. DONAHUE CLERK OF THE BOARD D e p u t y :'iOED and assigns. theit heirs, devisees, GRANTOR By: ecretary SPOKANE COUNTY By: OL. 1204Pa6E13'; 9 MIDI • , IN i r e AAJ upon the in which wijth all legatees, Chairman, Board of County Commissioners of Spokane County, Washington GRANTOR BY: Edgar B l fr L na S. Hawkins s'c l Pres ent G�c2 ise Bu schke, Treasurer ,.rv obert H. Tomlinson, Secretary MIDILOME, INC. BY: BY BY: BY-: Ed f Bues k t r t • AM E. DONA[I ;, OF'THE BO t y SPOKANE CO BY: voL.1204Ea6Ei380 Chairman, Board of Count Commissioners of Spokane County Washington APPROVED AS TO FORM: SPOKANE COUNTY PROSECUTOR'S OFFICE By: STATE OF WASHINGTON County of Spokane On this day personally appeared before me Edgar Bueschke and Robert H. Tomlinson V OL. � 2 U 4 P AGE 1 1, known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated. GIVEN UNDER MY HAND and affixed my official seal this ) , 1991. TRUSTEE: Received this /(')glday of /7` Uf ( Notary Public in and for tl;e,.utO ok' Washington, residing at Spokane'. My commission expires: / —/S_ 9i/ No. 91 0690 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF ) MIDILOME 6TH ADDITION FILE NO. PE- 1168F -78 ) IN SECTION 33, TOWNSHIP 25 NORTH, ) RESOLUTION RANGE 44 EWM, SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Midilome 6th Addition that portion of the NE 1/4 of Section 33, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description Located in the plat dedication: BEGINNING at the Southeast corner of Lot 13, Block 2, MIDILOME FIFTH ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 100; thence South 00° 27' 00" East 265.30 feet along the West right of way line of Pines Road; thence South 89° 33' 00" West 135.00 feet; thence South 62° 47' 17" West 55.51 feet; thence south 83° 17' 38" West 179.85 feet; thence South 89 °•34' 00" West 326.70 feet; thence South 00° 26' 00" East 275.00 feet; thence South 26° 40' 38" West 124.90 feet to the beginning of a nontangent curve concave to the Southwest, with a radius of 435.00 feet and radial bearing of North 26° 40' 38" East; thence Northwesterly through a central angle of 26° 29' 33 ", an arc distance of 201.14 feet; thence North 89° 48' 55" West 49.55 feet; thence North 00° 26' 00" West 332.87 feet; thence North 87° 59' 39" West 205.48 feet; thence North 18° 06" 36" East 38.38 feet; thence North 59° 33' 43" West 124.68 feet; thence North 81° 16' 31" West 54.20 feet; thence North 57° 33' 34" West 127.86 feet; thence South 39° 00' 44" West 68.17 feet; thence North 37° 12' 21" West 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION, as per plat thereof recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 61° 37' 45" East 170.22 feet; thence North 46° 57' 52" East 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILOME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of said MIDILOME FIFTH ADDITION, South 39° 05' 36" East 83.34 feet; thence South 54° 46' 23" East 138.04 feet; thence South 76° 28' 23" East 138.04 feet; thence North 89° 57' 14" East 79.90 feet; thence South 00° 26' 00" East 135.00 feet; thence North 89° 34' 00" East 294.95 feet; thence North 00° 26' 00" West 77.24 feet; thence North 21° 49' 11" East 67.42 feet; thence South 86° 44' 37" East 149.78 feet; thence North 89° 34' 00" East 510.00 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 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 2 / DAY 0 1991 Al 1'hST Patri� A. Mummey • dr. fir E. DO C rk of the Board By: L /t & ifI „if " osanne Montague, Deputy Clerk REV 1/90 mo BOARD OF SP I hn R. McB COMMISSIONERS UNTY, WASHINGTON IN THE MATTER OF MIDILOME SIXTH ADDITION ROBIE STREET TURNAROUND, NO. Robie Street Extended, KNOW ALL MEN BY THESE PRESENTS, that the Grantor(s) Emma 5. Hawkins, as her separate property; Edgar Bueschke and Louise E. Bueschke, as tenants in common and Edgar Bueschke and Robert Tomlinson, known as president and secretary of Midilome, Inc., of the County of Spokane, in the State of Washington, for and in consideration of Mutual Benefits, grants to Spokane County and its assigns, the right, privilege and permit of ingress and egress over, across and upon the hereinafter described lands from the date hereof until terminated by the County of Spokane on thirty (30) days notice upon filing of final plat of said properties for the purpose of: Sloping of Grantors property to match new road construction and construct a turnaround area for Spokane County snow plows, road service vehicles, etc., to service Midilome Subdivision. Said lands situated in Spokane County, State of Washington, and described as follows: That portion of the Northeast Quarter (NE 1/4) of Section 33, Township 25 North, Range 44 East, W.M., described as follows: Beginning at the Southwest corner of Lot 8, Block 3 of MIDILOME SIXTH ADDITION; thence 5.89 ° 48'55 "E., along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Easterly along said South line, through a central angle of 6 ° 40'20 ", an arc distance of 50.66 feet to the True Point of Beginning; thence continuing Easterly along said curve, through a central angle of 11 ° 24'32 ", an arc distance of 86.62 feet; thence S.08 ° 20'54 "W., 50.00 feet; thence N.77 ° 31'28 "w., 90.00 feet; thence N.12 ° 23'31 "E., 50.00 feet to the True Point of Beginning. Situate in the County of Spokane, State of Washington. IN WITNESS WHEREOF, I have hereunto of ilk fu`_. 1991 IN WITNESS WHE OF, we have hereunto of o - 1991. SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington PERMIT #11 PERMISSION OF USE set my hand(s) and S. Hawki set our hand(s) and ouise E. Bueschke seal(s) this Portion of: 45331.9155 .20 m day seal(s) this o2D day IN WI T1�,E$ 7OF I of IN W WITNE have hereunto , 1991. set my INS WHEREOF, I'. have hereunto set y han of , 1991. hand(s) and seal(s) ght of Way Agent Date ( s) and seal(s) this r, ert Tomlinson, Secretary, Midilome, Inc. , Sod_ day Order No.: 74237 -KMS SIMPSON ENGINEERING NORTH 909 ARGONNE ROAD SPOKANE, WASHINGTON 99206 First American Title Company of Spokane West 704 First Avenue • Spokane, Wa. 99204 • (509) 456 -0550 • FAX (509) 747 -2761 • RECE VED PLAT CERTIFICATE REPORT MAR 2 8 1991 This is a certificate as of March 26, 1991 at 8:00 AM., for a plat of the following property: Co'iriy Engineering Proposed Plat of: MIDILOME SIXTH ADDITION That portion of the Northeast quarter of SECTION 33, TOWNSHIP 25 NORTH, RANGE 44 EAST, W.M., in Spokane County, Washington, described as follows: BEGINNING at the Southeast corner of Lot 13, Block 2, MIDILOME FIFTH ADDITION, as per plat thereof recorded in Volume 18 of Plats, Page 100; thence South 00 °27'00" East 265.30 feet along the West right of way line of Pines Road; thence South 89 °33'00" West 135.00 feet; thence South 62°47'17 West 55.51 feet; thence South 83 °17'38" West 179.85 feet; thence South 89 °34'00" West 326.70 feet; thence South 00 °26'00" East 275.00 feet; thence South 26 °40'38" West 124.90 feet to the beginning of a nontangent curve concave to the Southwest, with a radius of 435.00 feet and a radial bearing of North 26 °40'38" East; thence Northwesterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence North 89 °48'55" West 49.55 feet; thence North 00 °26'00" West 332.87 feet; thence North 87 °59'39" West 205.48 feet; thence North 18 °06'36" East 38.38 feet; thence North 59 °33'43" West 124.68 feet; thence North 81°16'31" West 54.20 feet; thence North 57 °33'34" West 127.86 feet; thence South 39 °00'44" West 68.17 feet; thence North 37°12'21" West 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION, as per plat thereof recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 61 °3745" East 170.22 feet; thence North 46 °57'52" East 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILOME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of said MIDILOME FIFTH ADDITION, South 39 °05'36" East 83.34 feet; thence South 54 °46'23" East 138.04 feet; thence South 76 °2823" East 138.04 feet; thence North 89 °57'14" East 79.90 feet; thence South 00 °26'00" East 135.00 feet; thence North 89 °34'00" East 294.95 feet; thence North 00 °26'00" West 77.24 feet; thence North 21 °49'11" East 67.42 feet; thence South 86 °44'37" East 149.78 feet; thence North 89 °34'00" East 510.00 feet to the point of beginning. ORDER NO.: 74237 -KMS PAGE 2 This Company certifies that record title is vested in EMMA S. HAWKINS, AS HER SEPARATE ESTATE., free from all liens, encumbrances and objections, except as follows: 1. General taxes. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Year: 1991 Amount Billed: $2,660.99 Amount Paid: , $0.00 Amount Due: $2,660.99, plus interest and penalty, if delinquent Assessed Value of Land: $133,100.00 Assessed Value of Improvements: $5,400.00 Tax Account No.: 45331.9156 2. Irrigation Assessment: For: 1991 By: Model Irrigation District No. 18 Amount: $1,213.52 NOTE: There will be a penalty assessed by the County Treasurer if the above assessment becomes delinquent. 3. Said premises lie within the boundaries of Model Irrigation District No. 18 and are . subject to future assessment by said district. 4. Reservation contained in Patent from the United States of America, recorded September 12, 1894 Volume 61 of Deeds, Page 566, as follows: Subject to any vested and accrued water rights for mining, agricultural, manufacturing or other purposes, and rights to ditches and reservoirs used in connection with such water rights as may be recognized and acknowledged by the local customs, laws and decisions of courts, and also subject to the right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as provided by law. Yet excluding and excepting "all mineral lands" should any such be found in the tracts aforesaid but this exclusion and exception according to the terms of the statute shall not be construed to include coal or iron land. ORDER NO.: 74237 -KMS PAGE 3 5. Sale Agreement, Terms, Provisions, Conditions and Restrictions thereof: Vendor: Emma S. Hawkins, a widow Vendee: Edgar Bueschke and Louise E. Bueschke, his wife Dated: April 25, 19795 Recorded: December 3, 1975 Recording No.: 7512030261 Excise Tax Receipt No.: 126156 Affects: The Northeast quarter 6. Contract of Sale and the Terms and Conditions Thereof: Seller: Edgar Bueschke and Louise E. Bueschke, husband and wife Purchaser: Midilome, Inc., a Washington corporation Dated: December 1, 1978 Recorded: January 23, 1979 Recording No.: 7901230265 Affects: A portion of this and other property Said instrument is a re- record of Recording No. 7909100429 Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common. 7. Sale Agreement, Terms, Provisions, Conditions and Restrictions thereof: Vendor: Edgar Bueschke and Louise E. Bueschke, husband and wife Vendee: Midilome, Inc., a Washington Corporation Dated: March 1, 1980 Recorded: April 13, 1981 Recording No.: 8104130146 Excise Tax Receipt No.: 241908 Affects: A portion of the Northeast quarter The Seller's interest in said Sale Agreement is now held by Edgar Bueschke and Louise E. Bueschke, as Tenants in common. ORDER NO.: 74237 -KMS PAGE 4 NOTES: 1. A fee will be charged upon the cancellation of this commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. 2. Inquiry should be made of the Spokane County Utilities at (509) 458 -2538 to ascertain if any user fees relating to the aquifer protection area are payable at this time. Any such amounts may become liens upon the property at a later date. 3. Power of Attorney: KMS /ekh From Emma S Hawkins To: Louise Bueschke Recorded: April 30, 1990 Recording No.: 9004300478 This Company further certifies that all taxes and assessments levied and chargeable have been fully paid except as noted above. Charge: $0.00 FIRST AMERICAN TITLE INSURANCE COMPANY M1o 1L 0P1b1 ADO. . c First American Title Company of Spokane West 704 First Avenue - Spokane. Wa. 99204 • (509) 456 -0550 - FAX (509) 747 -2761 MAP VOL Ntaaom 2 ADD tt'179 PAGE/ SEC t? ThP a GE 4/y !7 . %/ � f MIDILOME FIRST ADD 15/35 ,/ AH.I a:et/ with Frs: reriean isle In__ra -:e G.r..Dan \ 0r c3 6',5\ ) C 44', n to This sketch is furnished as a courtesy only by First American The Insurance Company and it is NOTa part • of any tale commitment or policy of title insurance. This sketch is furnished solely for the purpose of assisting in locating the premises and does no: purport to show all hiohways, roads or easements affecting the property. No reliance should be placed upon this sketch fo: the location or dimensions of ;he proaeri and no liability is assumed for the correctness :Hereof. A: PREAMBLE PURPOSE To Establish Guidelines For Home Construction MIDILOME SIXTH ADDTION MIDILOME, INC., a Washington Corporation President: Edgar Bueschke Secretary: Robert H. Tomlinson Treasurer: Louise Bueschke Gustin LEGAL That portion of the Northeast Quarter of Section 33, Township 25 North, Range 44 E. W. M., described as follows: • . BEGINNING at the Southeast corner of Lot 13, Block 2, MIDILOME FIFTH ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 100; thence South 00 °27'00 ":East 265.30 feet along the West right of way line of Pines Road; thence South 89 °33'00" West 135.00 feet; thence South 62 °47'17" West 55.51 feet; thence South 83 °17'38" West 179.85 feet; thence South 89 °34'00" West 326.40 feet; thence South 00 °26'00" feet; thence South 26 °40'38" West 124.90 feet to the beginning of a nontangent curve concave to the Southwest, with a radius of 435.00 feet and a radial bearing of North 26 °40'38" East; thence Northwesterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence North 89 °48'55" West 49.55 feet; thence North 00 °26'00" West 332.87 feet; thence North 87 °59'39" West 205.48 feet; thence North 18 °06'36" East 38.38 feet; thence North 59 °33'43" West 124.68 feet; thence North 81 °16'31" West 54.20 feet; thence North 57 °33'34" West 127.86 feet; thence South 39 °00'44" West 68.17 feet; thence North 37 °12'21" West 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION, as per plat thereof recorded in Volume 15 of Plats, page 35; thence the next two courses and distances "along said line, North 61 °37'45" East 170.22 feet; thence North,46 °57'52" East 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILCME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of said MIDILONE FIFTH ADDITION, South 39 °05'36" East 83.34 feet; thence South 54 °46'23" East 138.04 feet; thence South 76 °28'23" East 138.04 feet; thence North 89 °57'14" East 79.90 feet; thence South 00 °26'00" East 135.00 feet; thence North 89 °34'00" East 294.95 feet;' thence North 00 °26'00" West 77.24 feet; thence North 21 °49'11" East 67.42 feet; thence South 86 °44'37" East 149.78 feet; thence North 89 °34'00" East 510.00 feet to the point of beginning; Situate in the County of Spokane, State of Washington. B: FULLY PROTECTED RESIDENTIAL AREA The residential area covenants in Part C in their entirety shall apply to Midilome Sixth Addition. RESIDENTIAL COVENANTS C -1: LAND USE AND BUILDING TYPE No lot shall be used except for residential purposes. No building shall be erected, altered, placed, or permitted to remain on any lot other than one detached single family dwelling not to exceed one, one- half and two stories in height and a private garage for at least two cars, but not more than three cars. C -2: ARCHITECTURAL CONTROL No building shall be erected, placed, or altered on any lot until the construction plans and specifications and a plan showing the location of the structure have been approved by the Architectural Control Committee as to quality of workmanship and materials, harmony of external design with existing structures, and as to the location with respect to topography and finished grade elevation: No fence or wall shall be erected, placed or altered on any lot nearer to any street than the minimum building setback lines unless similarly approved. Approval shall be provided in part D. C -3A: DWELLING QUALITY AND SIZE The ground floor area of the main structure, exclusive of one story porches and garages, shall not be less than 1,300 square feet for a one story dwelling nor less than 900 square feet for a dwelling of one and one half stories, not less than 900 square feet per floor for two stories. No dwellings shall be permitted without at least a two ear garage. Construction shall begin not less than sixty (60) days after lot closing and said home shall be completed within six (6) months after beginning of construction. C -4: BUILDING AND LOCATION (A) No building shall be located on any lot nearer to the front lot line or nearer to the side street line than the minimum building setback lines shown on the recorded plat. In any event, no building shall be located on any lot nearer than 25 feet to the front line, or nearer than 25 feet to any side street. (e) No building shall be located nearer than 25 feet to an interior lot line except that a five (5) foot side yard shall be required for a garage or other permitted accessory building. No dwelling shall be located on any interior lot nearer than 50 feet to the real lot lines, except that the Architectural Control Committee can alter this requirement on irregular lots. (C) For the purposes of this covenant, eaves, steps, and open porches shall not be considered as a part of a building, provided, however, that this shall not be construed to ,permit any portion of a building on a lot to encroach upon another lot. C -5: EASEMENTS Easements for installation and maintenance of utilities and drainage facilities are reserved as shown on the recorded plat. Within these easements,.no structure, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities. The easement area of each lot and all improvements in it shall be maintained continually.by the • owner of the lot, except for those improvements for which a public authority or utility company is responsible. Each lot has a drainage easement as per "208" requirements. The home owner shall be required to install and maintain grass within this drainage area as per County requirments. Grass 'shall be installed within six (6) months afer completion. C -6: NUISANCES No noxious or offensive activity shall be carried on upon any lot nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. C -7: SIGNS No sign of any kind shall be displayed to the public view on any lot except on professional signs of not more than one (1) square foot, one sign of not more than five (5) square feet advertising the property for sale or rent; or signs used by a builder to advertise the property during construction and sales period. C -8: LIVESTOCK AND POULTRY No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, except that dogs, cats or other household pets may be kept provided that they are not kept, bred or maintained for any commercial purposes. C -9: GARBAGE AND REFUSE DISPOSAL No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage or other waste shall be kept in sanitary containers. All incinerators or other equipment for the storage or disposal of such materials shall be kept in a clean and sanitary condition. C -10: LANDSCAPING No lot shall be without landscaping in the front yard after completion of dwelling. A landscape plan shall be submitted to the Architectural Control Committee for approval. Owners understand that they are responsible for providing grass for the graded swale as per "208" specifications. In the event grass is not placed in the swale area system as per county requirements immediately after completion of dwelling, then the Architectural Control Committee shall cause grass to be installed and an assessment to be placed on the record against said lot. D: ARCHITECTURAL CONTROL COMMI D-1: MEMBERSHIP The Architectural Control Committee is composed of: EDGAR BUESCHKE, LOUISE BUESCHKE GUSTIN and ROBERT H. TOMLINSON. :A majority of the committee may designate a representative to act for then. In the event of the death or resignation of any member of the committee, the remaining members shall have full authority to designate a successor. Neither the rmbers of the committee, nor its designated representative shall be entitled to any compensation for services performed pursuant to this covenant. At any time, the then recorded owners of a majority of the lots shall have the power through a duly recorded written. instrument to change the membership of the committee or to withdraw from the committee or restore to then any of their powers or duties. D-2: PROCEDURE The committee's approval or disapproval as required in these covenants shall be in writing. In the event the committee, or their designated representative fails to approve or disapprove within ten (10j days after plans and specifications have been submitted to them, or in any event, if no suit to enjoin the construction has been commenced prior to the completion thereof, approval will not be required and the related covenants shall be deemed to have been fully complied with. E: GENERAL PROVISIONS E -1: TERM These covenants are to run with the land and shall be binding on all parties and all persons claiming under than for a period of thirty (30) years from the date these covenants are recorded after which time said covenants shall be automatically extended for successive sir periods of ten (10) years unless an instrument is signed by a majority of the then owners of the lots has been recorded, agreeing to change said covenants in whole or in part. E -2: ENFORCEMENT Enforcement shall be by proceedings at law or in equity against any person or persons violating or attempting to violate any covenant either to restrain or to recover damages. E -3: SEVERABILITY Invalidation of any one of those covenants by judgment or court order shall in no wise effect any of the other provisions which shall remain in full force and effect. F: A (Include the date and signature of all parties. Include signatures of prior lien holders to evidence consent to subordination of existing lien to covenants.) G: VIOLATIONS These covenants shall not be construed as the right to violate .any existing or future laws or county or city ordinances. H: COMMERCIAL USES No activities shall be allowed which could be construed as a commercial activity, nor any type of commercial vehicles. I: OTHER RESTRICTIONS No travel trailers, recreation vehicles or mobile homes shall be kept on any lot, or in the street; not junk or inoperable cars or trucks shall be kept on any lot or in the street. Recreation vehicles shall be kept at a specifically designated area, back from the front of the garage on any lot, and must be approved by the Architectural Control Committee. (This includes campers, trailers, boats or other recreational or unsightly equipment.) No vehicles, including campers, trailers or boats shall be parked on the street for a period of more than seven (7) days. No satellite dishes . of any type shall be permitted. No solar panels of any type shall be permitted on the roof of any structure: BY: MIDILCME INC., a Washin•t. A. Edgar e, Pre ident I l tO . Lr.: dEA. bent H. Tomlinson, Secretary Corpopation LrL Arl'EST: STATE OF WASHINGTON County of Spokane MIDILCME SIXTH ADDITION COVENANTS On this 27th day of March , 1991, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared EDGAR BUESCHKE and ROBERT H. TOMLINSON, to me known to be the President and Secretary, respectively, of MIDILOME, INC., the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized'to execute the said instrument and that the seal affixed is the corporate seal of said Corporation. WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the date and year first above written: Notary Public in and for the State of Washington, residing at Spokane. (5) 0035p OFFICE OF THE COUNTY ENGINEER Spokane County, Washington TO : J/ StSON ff A� FROM : . 1144;00 RE Standard Drainage La._ a:e for the Dedication on Date: 3/18/4 { > , 19 • o M 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. he 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. (4) 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. 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. (6) 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. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 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. 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. Date FES. 26, 1991 Drawn SMH Checked Field Book _ SCALE et-8E TEIGEN LANE gate: Z,� SHORT PLAT NO. SP- 667 -90 J. PAUL RAMER & ASSOC., INC. Horizontal CIVIL ENGINEERS & LAND SURVEYORS N.10115 NEWPORT HWY. PH: 467 -5261 MetEltint. Vertical SPOKANE, WASHINGTON 99218 Sht __2 MEE ' ' of Z En �jj��� —!, a f L4 ED E D i F• MIIIM �v�/�vr��rira����— lieleirerAIRMS. num ..uv...' �" " - vii = rasa� MIWE ''''' .1 1= 1.....mina-minnigataa IIRWE ranammitanuarriummuitylruut minasinissim E. ma an • l Ennutim no man Project No. 90081 TO FROM : )' 2 (2) The owners of (3) (5) (6) 0035p - 1 Lots , , of Block and maintaining the path of across the property. Spokane County shall not be the flood plain area. OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: 7 A 1 , 19 RE . Standard Drainage La,; a :e for the Dedication on 1) 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. , of Block , and Lots , , shall be held responsible for keeping open the natural or man -made drainage flow over and 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. (4) 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. 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. An approved lot grading plan exists for Lots , Block _, and Lots , , 6 , Block conform to said plan on file in the County Engineer's office. The owner(s) or successor(s) in interest agree Stormwater Management Program and to pay such fixed through public hearings for service planning, design, constructing, maintaining, control facilities. ( (MA statement must appear in the dedicatory language \-- - driveway access permits be required prior building permit for driveway approaches to the County approach shall be constructed in accordance with the appro the County Engineer's office. and . Grading must responsible to maintain ingress or egress across to join in any County approved rates and charges as may be or benefit obtained by the or operation of stormwater of the plat that to issuance of a road system. This ved plan on file in c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM MAKE FROM: DAVE BERTO D-3 DATE: January 24, 1992 SUBJECT: BOND ITEMS Midilome 6th Add P1168F The bond for the above mention project ie for the following items: 1) All the items on the approved road and drainage plane to include the sod for the "208" Swales. 2) The bond has been reduced to reflect some of the work completed. TO: Washington Trust sank P.O. Sox 2127 Spokane, WA 99210 -2127 Gentlemen: We hereby apply to you for a loan in the principal amount of EIGHTY - SIX THOUSAND FIVE HUNDRED AND NO /100 DOLLARS ($86,500.00) subject to the following terms and conditions: (If standby Letter of Credit is issued in a foreign currency, the principal of the loan will be the U.S. dollar equivalent of the foreign currency amount, converted at the rate of exchange on the date of drawing.) 1. The loan shall be disbursed only by means of drawings under the Letter of Credit, for which application appears on the reverse,hereof. 2. Each advance which is dieburaed as provided in Paragraph 1 shall bear interest payable monthly at a rate per annum }CB IR + 1.50 percent; ( %); and shall mature 04/30/92 ( ) days from the date of the loan: We shall execute and deliver to you a promissory note embodying the foregoing terms./ 3. we shall pay to you a commitment fee, payable in advance, of $100.00 . There shall be no refund of the commitment fee in the event the commitment is reduced, terminated, or otherwise modified prior to the expiration date of the Letter of Credit or loan. 4. Should we be in default in respect of any payment of principal, interest, or commitment fee under this agreement, should we be in default in the payment of any other obligation which we may have for the repayment of borrowed monies, or should any bankruptcy or similar proceedings be filed by or against us, all then outstanding principal balances of advances made hereunder together with interest thereon shall, at your option, become imuediately due and payable, and if at the time of any such event there remains any portion of the loan undisbursed (that is, if said Letter of Credit is still in effect and has not been completely drawn against) we shall, upon your demand, pay to you for application to drawings under said Letter of credit the entire principal amount which has not been drawn. Any amount so paid which has not been drawn on the expiry date of the Letter of Credit shall be repaid to us without interest. 5. Neither you nor your correspondents shall be in any way responsible for performance by any beneficiary of its obligations to us, nor for the form, sufficiency, correctness, genuineness, authority of person signing, falsification or legal effect of any documents called for under said Letter of credit if such documents on their face appear to be in order. 6. Subject to the law and customs and practices of the trade, existing in the area where the beneficiary is located, said Letter of Credit shall be subject to, and performance by you, your correspondent and the beneficiary thereunder shall be governed by the "Uniform Customs and Practice for Documentary Credits (1983 Revision), International Chamber of Commerce, Publication No. 400" or by subsequent uniform Customs and Practice fixed by subsequent Congresees of the International Chamber of Commerce. 7. It is agreed that all directions and correspondence relating to said Letter of Credit are to be sent at our risk and that you do not assume any responsibility for any inaccuracy, interruption, error or delay in transmission or delivery by post, telegraph or cable, or for any inaccuracy of translation. 8. If the Application for Standby Letter of Credit is signed by one individual, the terms "we ", "our ", "us ", shall be read throughout as "I ", "my ", "me ", as the case may be. If signed by two or more parties, it shall be the joint and several agreement of such parties. 9. This agreement is secured by: DEED of TRUST The foregoing accepted and agreed to by an authorized Loan Officer of: WASHINGTON TRUST BANK /Robert T. Curtis, Vice President Address: 400 S. Jefferson, Suite 333 Spokane, WA 99204 0.117 (Rev. 3.19) (van INV #120535) AGREEMENT (STANDBY LETTERS OH CREDIT) 7'fIDILOME, INC. Name of Applica t BY: Edgar Sueec Predi Dx : Louise Bueschke- Gustin, Treasurer nt _-Were e We-S E00/CON 9I09116 01 'IVIOd:3OIINOO NOSNI i0IOI NIOdd W.417E :00 16 -90 -GI 12 - 05 - 91 03:34PM FROM TOMLINSON COMMERCIAL TO 94564915 WASHINGTON TRUST BANK DATE OP AMENDED APPLICATION 10/25/91 ORIGQNALLCDATE 04/30/91 0 -117 (Re.. 34) (H'TB I NV #120545) LC NUMBER 287 [X] REGULAR HAIL [ 1 AIRMAIL Enee,iat of this crsdit hu Mewl approved by: RTC `7c Appliutiee apprf t4 by: KJH c/(/) 1.5% Commission or fee $100.00 PO02/003 COPY APPLICATION FOR AMENDMENT TO STANDBY LETTER OF CREDIT AMENDMENT NUMBER: [ 1 cotRIER AMO NO EXCPRD $74,000. Please issue your Amended Irrevocable Documentary Letter of Credit on the following terms and conditions by: NAME AMD ADDRESS OF HprEn TARP' Spokane County Public Works Department Attn: County Engineer's Office 811 N. Jefferson - Spokane, WA 99260 NA W ANT) ADDRESS OP ACCOUNTTZ [APPUCAYfl Midilome, Inc - 400 S. Jefferson, Suite 333 - Spokane, WA 99204 VYTOTmEAGGBECATEAmourcoE: SEVENTY -FOUR THOUSAND DOLLARS AND NO /100 AMEND AS FOLLOWS: 1. Amend dollar amount FROM "$74,000.00" TO "$86,500.00 ". ALL OTHER TERMS AND CONDITIONS OF THIS CREDIT REMAIN UNCHANGED. IDILOwE I C NAME OF AP;. BY' Edgar :C&schk P esident : Y : /%ice J! ��-e - • A CA A... . ■ S'9 Louise Bueschke- Gustin, TreaSUrer BOND ESTIMRTE Midilome 6th Add P1168F ig (1' NAME J Sims DATE 09- Jul -91 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type 8 ER 1480.00 0.00 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 ER 330.00 0.00 5) Grate - Type 3 EA 320.00 0.00 6) Backfill For DW CY 14.70 0.00 7) Concrete Inlet EA 610.00 0.00 8) C.M. Pipe 10" Dia. LF 20.00 0.00 9) C.M. Pipe 12" Dia. LF 24.60 0.00 10) C.M. Pipe 15" Dia. LF 30.50 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid ER 300.00 0.00 14) Ditch Excavation CY 130.78 9.20 1203.18 15) Sod SF 32254 0.70 22577.80 NON STANDARD DRAINAGE ITEMS 1) 6 approaches 45sy @ $20 EA 6 900.00 5400.00 2) Clean GI's & Storm Drain Lines LS 1 1500.00 1500.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 30680.98 16) Monuments EA 6 160.00 960.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 4 75.00 300.00 GRADING, SURFACING, CURB, AND SIDEWALK OTHER SUBTOTAL 1260.00 19) Rough Grade CY 9.20 0.00 20) Top Course CY 10.60 0.00 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 44.40 0.00 23) Curb Type A LF 6.20 0.00 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.20 0.00 26) Sidewalk SO YD 15.30 0.00 NON - STANDARD ROAD ITEMS 1) repair asphalt around water valves LS 1 1500.00 1500.00 2) Water Test asphalt LS 1 1500.00 1500.00 3) R &R 150 if curb LS 150 12.50 1875.00 4) 0.00 GRADING AND SURFACING 4875.00 GRAND TOTAL e i 6 00 36,815.98 AL 7/J OFFICE O F THE COUNTY E N s I N E E R TO: Tom Yake FROM: Jerry Sims SUBJECT: Midilome 6th addition PE 1168F We have received a request from the sponsor to reduce /release the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. cc: Ross Kelley SPOKANE COUNTY, WASHINGTON DATE: July 2, 1991 A ) O OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer OFFICE OF THE COUNTY ENGINEER TO: Prosecutors, Mike Dempsey FROM: Jerry Sims N. S11 Jefferson SPOKANE COUNTY, WASHINGTON SUBJECT: Midilome 6th Addition PE 1168F A DIVISION OF TliE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director DATE: December 13, 1991 Mr. Tomlinson has provided adequate security to assure completion of the roadway improvements for this plat to replace the "Ammended Deed of Trust" we now have. The Engineers Office can, therefore, authorize a full reconveyance for the "Ammended Deed of Trust" dated May 14, 1991 for the portion covering roads and drainage. If you have any questions, please call me at 456 -3600. Spokane, l \'A 99260 -0180 (5091 FAX 15091,150-1715 111 Washington Trust Bank International Banking Department Spokane County Public Works Department Attn: County Engineer's Office 811 N. Jefferson Spokane, WA 99260 Gentlemen: RGH:rd AMENDMENT #2 TO IRREVOCABLE STANDBY LETTER OF CREDIT NO. 287 DATE: April 30, 1991 AMOUNT: $86,500.00 August 31, 1992 This letter will serve as out Amendment to Letter of Credit No. 287 established in your favor for the account of MIDILOME, INC., 400 S. Jefferson, Suite 333, Spokane, WA 99204, up to the aggregate amount of EIGHTY -SIX THOUSAND FIVE HUNDRED AND NO /100 Dollars ($86,500.00) as follows: Amend dollar amount FROM 186,500.00" TO "$50,000.00 ". All other terms and conditions of Letter of Credit No. 287 remain unchanged. Sincerely, WS J - Roger G. Heskett Senior Vice President Washington Trust Financial Center P.O. Box 2127, Spokane, Washington 99210 -2127 Phone (509) 353 -4109 August 21, 1992 Washington Trust Bank International Banking Dept. P.O. Box 2127 Spokane, Wa 99210 Re: Midilome 6th Addition Irrevocable Standby Letter of Credit m 287 Dear Sir: Please be advised that the irrevocable Standby Letter of Credit # 287 issued by your Company as surety for installation of roads and associated drainage facilities for the above mentioned project in the current amount of $74,000.00 may now be reduced to $50,00.00. Very truly yours, James A. Radke Assistant Construction Engineer JAR:ds FFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer N. 811 Jefferson Spokane, WA 99260 -0130 C O U N T A DIWSION OF THE PUBLIC WORKS DEPARnIENT Dennis M. Scott, P.E., Director (309) 456 -3600 FAX (509) 456 -4715 i7 y. -, F1x,!;o.,a '� ��yTti�' C O N 91' S P O K A N E L7 ,, UTILITIES DEPARTMENT William R. Dobratz, P.E., Director December 12, 1991 Midilome, Inc. Attn: Robert Tomlinson S. 400 Jefferson, Suite 333 Spokane, WA 99204 Subject: Midilome 6th Addition Dear Mr. Tomlinson: This is to authorize the release of AMENDED DEED OF TRUST dated May 14, 1991, in the amount of $23,500, as alternate security has been provided to secure the one year warranty period for the subject's sewerage system (Subdivision Sewer Improvement Bond CP -91675 in the amount of $23,500 dated December 12, 1991). If there are any questions concerning this matter, please contact me at this office. Very truly yours, William R. Dobratz, P.E. Utilities Director James A. gat, P.E. Utilities Engineer cc: Jerry Sims Mike Dempsey JAUrdb c\wpdoarhondabn idil ome.jl N. 811 Jefferson • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 (509) 456 -3604 FAX (509) 456 -4715 111 Washington Trust Bank International Banking Department Spokane County Public Works Department Attn: County Engineer's Office 811 N. Jefferson Spokane, WA 99260 Gentlemen: JCS:rd AMENDMENT #1 TO IRREVOCABLE STANDBY LETTER OF CREDIT NO. 287 DATE: April 30, 1991 AMOUNT: $74,000.00 October 31, 1991 This letter will serve as our Amendment to Letter of Credit No. 287 established in your favor for the account of MIDILOME, INC., 400 S. Jefferson, Suite 333, Spokane, WA 99204, up to the aggregate amount of SEVENTY -FOUR THOUSAND AND NO /100 Dollars ($74,000.00) as follows: Amend dollar amount FROM "$74,000.00" TO "$86,500.00 ". All other terms and conditions of Letter of Credit No. 287 remain unchanged. Sincerely, o C. Shelton Senior Vice President THIS IS A DUPLICATE ORIGINAL OF OUR AMENDED LETTER OF CREDIT NO. 287 ISSUED ON OCTOBER 31, 1991. IN CASE OF RECEIPT OF THE ORIGINAL BY YOU, WE REQUEST THAT THIS DUPLICATE BE RETURNED TO US AT OUR EXPENSE. Washington Trust Financial Center P.O. Box 2127, Spokane, Washington 99210 -2127 Phone (509) 353 -4109 Midilome 6th Add P1168F DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type 8 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 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) 9 approaches 45sy @ $20 2) Clean GI's & Storm Drain Lines 3) R &R Approach 38th Sta 15 +70 4) Special culvert outlet 5) 6) 16) Monuments 17) Barricade 18) Street Signs BOND ESTIMATE 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) repair asphalt around water valves 2) Water Test asphalt 3) R &R 150 if curb 4) R &R Curb Radius 38th Sta 17 +00 NAME J Sims UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF EA LS SY ER DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY 138.9 CY 69.4 CY Tons 47.5 LF LF LF SQ YD LS LS LS LF GRAND TQTAL QUANITY PRICE 1250.00 1480.00 325.00 330.00 320. 00 14.70 610.00 20.00 24.60 30.50 24. 00 1435.00 300.00 345 9.20 86400 0.70 9 900.00 1 1500.00 45 30.00 1 300.00 10 160.00 32.00 4 75.00 1 1500.00 1 1500.00 150 12.50 40 12.50 GRADING AND SURFACING 86is�a= �* ) DATE 09- Jul -91 COST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3174.00 60480.00 8100.00 1500.00 1350.00 300.00 0.00 0.00 74904.00 1600.00 0.00 300.00 1900.00 9.20 1277.88 10.60 735.64 10.60 0.00 44.40 2109.00 6.20 0.00 7.90 0.00 7.20 0.00 15.30 0.00 1500.00 1500.00 1875.00 500.00 9497.52 86,301.52 is ate 7/-319/ Project Name 8 Midi (e rne - t4 Inspector 5tyn,oAS Project No. CRP /RID Weather a.m. p.m. Report No Time Charged Contractor this Day - Y or 1 Contractor and /or Sub(s) l3 ari r Other County Personnel gar Jv J /y„ /, DI h Rem Swale .5/, i limns 10) rnn,Pr, +. rl�� Sjrle DF 5M Signing checked 7 trAterINSPEETtON REPORT pg. 1 of Z.. OFFICE OF THE SPOKANE COUNTY ENGINEER am pm 1 2 3 4 5 6 / Lest nn repn;r elS Arnwr�rl Sl./nle. on 38 Art. Equipment List Hrs. Used Standby ts Contractor Personnel Classification 1 2 3 4 5 6 Number Diary Section I) Pre5Stife, Clrnn Sp;.,--ex lly,.. ni,r/ Clrays MPnM ) ate z)) Clean De.(,tii -:rnen G.I,s nnrl s+-nrw" j?rainaye fa roM g rnrle 'LOB" si,.ale �ncr (nnrrete el sirle. r j -- ) Can sirmt tipdL Pa ra, her— c s 4(,a )e I So °0 6 Ra;5o arr'ctnrl I /n/, ics. aernss W;rfe I!r l•-• A/sn ple 5_ Imes r ur• Ara 5;rle u.a //c. 'i$ Ave (9 approa.es) plans. c n rip;n Is CST! • • i S 'Pn �r i-h TYneM (JA.rj1 INSPECTOR'S SIGNATURE d ea r ...frau/a__ Braver' Flared Clnlirert end 4er'/slnn -Cot .5-Loren. clraintry ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. Contractor Personnel Classification Signing checked DAILY INSPECTION REPORT pg. 2- of 2 OFFICE OF THE SPOKANE COUNTY ENGINEER - `date 7/3/91 Project Name Midi (flint 6 / • Inspector Stro.,Ks Project No. CRP /RID Weather a.m. p.m. Report No Time Charged Contractor this Day - 1 h or 1 Contractor and /or Sub(s) Bur sr 1,1re "1 Other County Personnel 'Aar'on j T „ / .4s ,p1a /A Diary Section 11) Water Test 12oar4wa 4nr proper drain?, e . a.m. pm 1 2 3 4 5 6 Equipment List Hrs. Used Standby Number 1 2 3 4 5 6 11) Moni.rrysv4 Roark (50 k H) Consfta4 In /F2r ''rC47C Pad 2" Aria)* Spa n +9n Rn 51;. I si) Re r; { r and Rep On R rnkr n Curb c , C ) ft ) IK) TV, In5 of Set,/er 11ne. 17) MH # 16 Cons*ruri. Shelf fn Crn,..n lin o f r rpe. if3) M H 1Z o n u n tt u it ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. INSPECTOR'S SIGNATURE /_ Z. • ll it Washington Trust Bank International Banking Department Spokane County Public Works Department Attn: County Engineer's Office 811 N. Jefferson Spokane, WA 99260 Gentlemen: IRREVOCABLE STANDBY LETTER OF CREDIT NO. 287 DATE: April 30, 1991 AMOUNT: $74,000.00 We hereby establish our Irrevocable Standby Letter of Credit No. 287 in your favor for the account of MIDILOME, INC., 400 S. Jefferson, Suite 333, Spokane, WA 99204, up to the aggregate amount of SEVENTY -FOUR THOUSAND AND NO /100 Dollars ($74,000.00) U.S. currency, available by your draft(s) drawn at sight and presented to Washington Trust Bank on or before April 30, 1992 or any extended date, and accompanied by the following: Signed statement by Spokane County Public Works Department to Washington Trust Bank indicating non - completion of all or any of the below improvements and the amount of money required to complete such improvements, not to exceed $74,000.00 as per plans and specifications for Midilome 6th Addition. Covering: The assurance of completion of roadway improvements, including grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments, street signs and other work as is incidental and related thereto in accordance with the drawings and specifications as per plans on file with Spokane County Public Works Department, City Engineer's Office. Midilome 6th Addition. To be automatically renewed annually for 1 year unless Spokane County Public Works Department, County Engineer's Office is notified by certified mail by Washington Trust Bank not less than 60 days before such expiration date that Washington Trust Bank elects not to renew. Washington Trust Financial Center P.O. Box 2127, Spokane, Washington 99210 -2127 Phone (509) 353 -4109 IRREVOCABLE STANDBY LETTER OF CREDIT NO. 287 April 30, 1991 Page Two All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter of Credit No. 287 ". Any and all banking charges, if any, other than those of the issuing bank, are for the account of the beneficiary. We hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and delivery of documents, as specified, to Washington Trust Bank, P. O. Box 2127, Spokane, Washington 99210, on or before April 30, 1992, or any extended date. All drawings under this credit will be governed by the Uniform Customs & Practice for Documentary Credits (1983 Revision) International Chamber of Commerce Publication No. 400. JCS:rd Sinperely, C. Shelton S nior Vice President PROJECT Midilome 6th Addition PE 1168F NAME J Sims DATE 23- Apr -91 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1 150.00 150.00 2) Drywell - Type B EA 5 150.00 750.00 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 320.00 0.00 6) Backfill For DW CY 14.70 0.00 7) Concrete Inlet EA 575.00 0.00 8) C.M. Pipe 10" Dia. LF 18.00 0.00 9) C.M. Pipe 12" Dia. LF 28 24.60 688.80 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 1 300.00 300.00 14) Ditch Excavation CY 130.78 8.65 1131.25 15) Sod SF 32254 0.50 16127.00 NON STANDARD DRAINAGE ITEMS 1) Special concrete inlet EA 4 300.00 1200.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 20347.05 16) Monuments EA 6 140.00 840.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 4 75.00 300.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 1198.7 8.65 10368.76 20) Top Course CY 599.3 10.60 6352.58 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 409.6 42.65 17469.44 23) Curb Type A LF 1612.7 6.00 9676.20 24) Curb Type 8 LF 7.90 0.00 25) Curb Type R LF 6.90 0.00 26) Sidewalk SO YD 560.7 14.75 8270.33 NON- STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 52137.30 Lt „ n GRAND TOTAL 00000 73, 624.35 30ND ESTIMATE OTHER SUBTOTAL 1140.00 PROJECT NO.- P1168F DESIGNER- J SIMS PROJECT DESCRIPTION- Midilome 6th Addition STREET # 1 NAME- 38TH AVE LENGTH- 751.41 FT. BEGINNING STATION = 286.59 INTER # 1 T INCLUDED ISWIDTH = 36.00 INTER # 2 FULL INCLUDED ISWIDTH = 36.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A SIDEWALK STREET # 2 NAME- STUB STREET LENGTH- 110.04 FT. WIDTH- 36.00 FT. BEGINNING STATION = 889.96 ENDING STATION = 1000.00 TERM # 1 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RRD 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A SIDEWALK STREET QUANTITIES 29771.05 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. EXISTING - 103.79 S.Y. MEASUREMENT 2593.44 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0. 17 FT. EXISTING 0.00 FT. DATE- 4/22/91 WIDTH- 36.00 FT. ENDING STATION = 1038.00 SK = 0.00 RRD = 20.00 SK = 0.00 RAD = 20.00 QUANTITY 1102.6 C.Y. 551.3 C.Y. 0.0 C.Y. 376.7 TONS PROPOSED 1468.6 FT. PROPOSED 560.7 S.Y. QUANTITY 96.1 C.Y. 48.0 C.Y. 0.0 C.Y. 32.8 TONS PROPOSED 144.1 FT. 1198.7 C.Y. 599.3 C.Y. 0.0 C.Y. 409.6 TONS 1612.7 FT. 560.7 S.Y. PROJECT " e%�CJ�^^r Item 1/ Drainage items 1) Drywell — Type A 2) Drywall — 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 Excavation 15) Sod Non Standard Drainage Items 1) 2) 3) Page 1) 2) 3) 4) 5) 6) 7) 96/ 6(otU7X20 Units Quantity EA EA EA EA EA OT cY 23° EA LF LF LF ted g r 130ND EST FORM NAME - V U/✓1 2—S LF EA EA CY X0•28 SF 7 4 2-s62- Std Bd1 Dwl Cone _ Dwl Dwl BRF Inlet Pipe Dia �- 2d0 Dia Pipe Price Cost Pipe DATE Dia OTHER x 7 3 *.3ofi-= 179/. (05 -rt; g 98,Wr 17 35 . 23 f 3S3o_5 = (30.78 NON STANDARD DRAINAGE ITEMS 1) Special Concrete Inlet 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type R 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE PROJECT Midilome 6th Addition - 3- 14 ' NAME J SIMS DRAINAGE ITEMS UNITS 1) Drywell - Type A (Adjust ring & Adjust) EA 2) Drywell - Type B (Adjust Ring & Adjust) EA 3) Grate - Type 1 EA 4) Grate Type 2 EA 5) Grate - Type 3 ER 6) Backfill For DW CY 7) Concrete Inlet EA 8) C.M. Pipe 10" Dia. LF 9) C.M. Pipe 12" Dia. LF 10) C.M. Pipe 15" Dia. LF 11) C.M. Pipe 18" Dia. LF 12) Precast Manhole EA 13) Solid lid EA 14) Ditch Excavation CY 15) Sod SF GRADING, SURFACING, CURB, AND SIDEWALK EA DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD QUANITY PRICE 4 150.00 9 150.00 325.00 330.00 320.00 14.70 2 575.00 18.00 143 24.60 29.00 24.00 1435.00 1 300.00 345 8.65 86400 0.50 3168 1584 1082.4 4319.4 1114 GRADING AND SURFACING GRAND TOTAL 016 00(9 4 0 l / f DATE 08- Apr -91 COST 600.00 1350.00 0.00 0.00 0.00 0.00 1150.00 0.00 3517.80 0.00 0.00 0.00 300.00 2984. 25 43 6 300.00 1800.00 0.00 0.00 0.00 0.00 0.00 54902.05 10 140.00 32.00 4 75.00 8.65 10.60 10.60 42.65 6.00 7.90 6.90 14.75 Oo 1400.00 0.00 300. 00 1700.00 27403.20 16790.40 0.00 46164.36 25916.40 0.00 0.00 16431.50 0.00 0.00 0.00 0.00 132705.86 189,307.91 (=MICE O F THE COUNTY ENGINEER TO: Tom Yake FROM: Jerry Sims SPOKANE COUNTY, WASHINGTON SUBJECT: Midilome 6th Addition PE 1168F DATE: March 28, 1991 The developer would like to bond for the improvements not completed on the attached "Bond Estimate" form. Please review the project and determine which items we still need to include in our bond amount. 'Lewis ConipicitCt as £o / /oc• _540,k on ,C,Yak/14, pa5 fi '1 - . . PROJECT Midilome 6th DRAINAGE ITEMS UNITS QUANITY PRICE 1) Drywell - Type A Met,/ nJl. rin4s £aJi !ydev. EA Inplaca 4 1250.00 2) Drywell - Type R u.,J nJ , rin S L 10 e /ev.EA In Late_ 9 1465.00 3) Grate - ype a 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 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Special Concrete Inlet 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 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) 3ND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK NAME J Sims EA EA EA CY EA LF LF LF LF EA EA CY SF EA DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF - LF SO YD 330.00 0 12 320.00 480 14.70 2 575.00 18.00 143 24.60 29.00 24.00 1435.00 1 300.00 345 8,65 86400 0.50 3168 1584 1082.4 4319.4 1114 GRADING AND SURFACING DATE 28- Mar -91 300.00 10 140.00 32.00 4 75.00 8.65 10.60 10.60 42.65 6.00 7.90 6.90 14.75 COST" 5000. 00 RS tii3 13185.00 650. 0.00 3840.00 7056.00 1150. 00 0.00 3517.80 0.00 0.00 0.00 300. 00 2984.25 43200.00 1800.00 0.00 0.00 0.00 0.00 0.00 82683.05 1400.00 0.00 300. 00 1700. 00 27403.20 16790.40 0.00 46164.36 25916.40 0.00 0.00 16431.50 0.00 0. 00 0.00 0. 00 132705.86 GRAND TOTAL 217,088.91 • PROJECT Midilome 6th BOND ESTIMATE NAME J Sims DATE 28- Mar -91 DRAINAGE ITEMS UNITS DUANITY PRICE COST 1) Drywell - Type A EA 4 1250.00 5000.00 2) Drywell - Type B EA 9 1465.00 13185.00 3) Grate - Type 1 EA 2 325.00 650.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 12 320.00 3840.00 6) Backfill For DW CY 480 14.70 7056.00 7) Concrete Inlet EA 2 575.00 1150.00 8) C.M. Pipe 10" Dia. LF 18.00 0.00 9) C.M. Pipe 12" Dia. LF 143 24.60 3517.80 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 1 300.00 300.00 14) Ditch Excavation CY 345 8.65 2984.25 15) Sod SF 86400 0.50 43200.00 NON STANDARD DRAINAGE ITEMS 1) Special Concrete Inlet EA 6 300.00 1800.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 82683.05 16) Monuments EA 10 140.00 1400.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 4 75.00 300.00 GRADING, SURFACING, CURB, AND SIDEWALK OTHER SUBTOTAL 1700.00 19) Rough Grade CY 3168 8.65 27403.20 20) Top Course CY 1584 10.60 16790.40 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 1082.4 42.65 46164.36 23) Curb Type A LF 4319.4 6.00 25916.40 24) Curb Type 8 LF 7.90 0.00 25) Curb Type R LF 6.90 0.00 26) Sidewalk SO YD 1114 14.75 16431.50 NON - STANDARD ROAD ITEMS 1) 2) 3) 4) 0. 00 0. 00 0.00 0. 00 GRADING AND SURFACING 132705.86 GRAND TOTAL 217,088.91 ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A SIDEWALK STREET QUANTITIES PROJECT NO.- P1168F DESIGNER- J SIMS PROJECT DESCRIPTION- Midilome 6th Addition EXISTING EXISTING 59994.41 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. 0.00 FT. 0.00 S.Y. DATE- 3/28/91 STREET # 1 NAME- 38TH AVE LENGTH- 1583.41 FT. WIDTH- 36.00 FT. BEGINNING STATION = 286.59 ENDING STATION = 1870.00 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 INTER # 3 FULL INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET INCLUDED EW 22.00 PW 22.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED MEASUREMENT QUANTITY 2222.0 C.Y. 1111.0 C.Y. 0.0 C.Y. 759.2 TONS PROPOSED 3098.3 FT. PROPOSED 998.3 S.Y. STREET # 2 NAME- PINES STREET LENGTH- 265.30 FT. WIDTH- 0.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 265.30 ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 22.00 QWIDTH= 0.00 INTER # 1 T EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED - TERM # 2 : CHOPPED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE SIDEWALK EXISTING STREET # 3 NAME- ROBIE STREET LENGTH - BEGINNING STATION = TERM # 1 : CROSS STREET EXCLUDED TERM # 2 : CROSS STREET INCLUDED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A CT OCCT 44 1. MEASUREMENT 0.00 S.F. 0.67 FT. 0.33 FT. 0.00 FT. 0. 17 FT. 0.00 S.Y. 530.19 FT. WIDTH- 36.00 FT. 86.81 ENDING STATION = 617.00 EW 18.00 PW 18.00 SK 0.00 RAD 20.00 EW 0.00 PW 50.00 SK 0.00 RAD 20.00 MEASUREMENT QUANTITY 19890.52 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. QUANTITY 0.0 C.Y. 0.0 C.Y. 0.0 C.Y. 0.0 TONS PROPOSED 115.7 S.Y. 736.7 C.Y. 368.3 C.Y. 0.0 C.Y. 251.7 TONS PROPOSED 907.2 FT. NAME- STUB STREET LENGTH- 110.04 FT. WIDTH- 36.00 FT. BEGINNING STATION = 889.96 ENDING STATION = 1000.00 TERM # 1 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 2593.44 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. STREET # 5 NAME- STUB STREET LENGTH- 122.90 FT. WIDTH- 36.00 FT. BEGINNING STATION = 877.10 ENDING STATION = 1000.00 TERM # 1 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY SURFACE AREA- 3056.40 S.F. ROADWAY EXCAVATION 1.00 FT. 113.2 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 56.6 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 38.7 TONS CURB TYPE A EXISTING 0.00 FT. PROPOSED 169.8 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A SIDEWALK MEASUREMENT QUANTITY 96.1 C.Y. 48.0 C.Y. 0.0 C.Y. 32.8 TONS PROPOSED 144.1 FT. 3168.0 C.Y. 1584.0 C.Y. 0.0 C.Y. 1082.4 TONS 4319.4 FT. 1114.0 S.Y. PROJECT Item 11 Mid: la, -f v • 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. 9) C.M. 10) C.M. 11) C.M. pipe 10" dia. pipe 12" dia. pipe 15" dia. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod (_a0'w19kt)x �i = Non Standard Drainage Items lc C A Dm r { C Tn (17L CuNAf& f) 71e,A7 raiz) Units EA EA EA EA EA CY EA LF LF . LF LF EA EA CY SF r BOND EST FORM NAME (7:1 A? vl / Quantity . 3s -3((s kViso O IQ Price r' DATE Cost J P GT r of a Dia OTHER ( h l Pipe U�ErRA 6 ) 4nff in1 .. Std Bdl Dwl Cone i ft ttrn tria / Dia Page Dwl Dwl BRF Inlet - P Pipe 1) JI.1 7±4- 1 i e 11 I ) I) 9x 4a )x'1I 3) \ w 5) — � � /U3 a 7) 6 ) q 'I 96/4 h n h n n Ct4e4 ( I I g H - - �� a ,a. 4 tm ,Sso = 37 2 cris s � 19 U 3) � l� ate , Pc, 3 Pd' �� 30� -2 0311 -/.51.) I, 9 r ' z Tip 6 Prepared For: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Tomlinson Agency N. 721 Pines Rd. Attn:. Bob Tomlinson cc: Simpson Engineering cc: Spokane County Planning cc: Spokane County Engineering RE: PE- 1168E -78 ZE -13 -78 Effective Date: April 3, 1990 at 8:00 a.m. Order No.: BS- 150405M R EcevEp APR 12 199g to8 "IY kill** Certificate for Filing Proposed: MIDILOME SIXTH ADDITION PLAT CERTIFICATE (continued) Charge: Tax: Total: 5125.00 9.75 $134.75 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 E.W.M. described as follows: BEGINNING at the Southeast corner of Lot 13, Block 2, MIDILOME FIFTH ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 100; thence South 00 °27'00" East 265.30 feet along the West right of way line of Pines Road; thence South 89 °33'00" West 135.00 feet; thence South 62 °47'17" West 55.51 feet; thence South 83 °17'38" West 179.85 feet; thence South 89 °34'00" West 326.70 feet; thence South 00 °26'00" East 275.00 feet; thence South 26 °40'38" West 124.90 feet to the beginning of a nontangent curve concave to the Southwest, with a radius of 435.00 feet and a radial bearing of North 26 °40'38" East; thence Northwesterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence North 89 °48'55" West 49.55 feet; thence North 00 °26'00" West 332.87 feet; thence North 87 °59'39" West 205.48 feet; thence North 18 °06'36" East 38.38 feet; thence North 59 °33'43" West 124.68 feet; thence North 81 °16'31" West 54.20 feet; thence North 57 °33'34" West 127.86 feet; thence South 39 °00'44" West 68.17 feet; thence North 37 °12'21" West 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION, as per plat thereof recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 61 °37'45" East 170.22 feet; thence North 46 °57'52" East 160.19 feet to the LEGAL DESCRIPTION (cont.): SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: Situate in the County of Spokane, State of Washington. VESTED IN: EMMA S. HAWKINS, as her separate estate. EXCEPTIONS: 4. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Order No.BS- 150405M Page No. 2 Westerly most corner of Lot 5, Block 1 of said MIDILOME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of said MIDILOME FIFTH ADDITION, South 39 °05'36" East 83.34 feet; thence South 54 °46'23" East 138.04 feet; thence South 76 °28'23" East 138.04 feet; thence North 89 °57'14" East 79.90 feet; thence South 00 °26'00" East 135.00 feet; thence North 89 °34'00" East 294.95 feet; thence North 00 °26'00" West 77.24 feet; thence North 21 °49'11" East 67.42 feet; thence South 86 °44'37" East 149.78 feet; thence North 89 °34'00" East 510.00 feet to the point of beginning; 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 45331.9155 1990 $2952.13 $2951.13 $00.00 Affects this and other property 2. Assessments levied by Model Irrigation District No. 18, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 45331.9155 1990 $84.00 $84.00 $00.00 Affects this and other property 3. Liability to future assessments by Model Irrigation District No. 18. Emma S. Hawkins, a widow : Edgar Bueschke and Louise E. Bueschke, husband and wife April 25, 1975 December 3, 1975 7512030261 This and other property (continued) Order No.BS- 150405M Page No. 3 Purchaser's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common. 5. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: . SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: RE- RECORDED: RE- RECORDING NO.: AFFECTS: Edgar Bueschke and Louise E. Bueschke, husband and wife /Midilome, Inc., a Washington corporation December 1, 1978 January 23, 1979 7901230265 September 10, 1979 7909100429 A portion of this and other property Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common. 6. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation March 1, 1980 April 13, 1980 8004130146 Portion of this and other property Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common. 7. 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. TRANSAMERICA TITLE INSURANCE COMPANY By gay 14 For Service on this order call: (509) 922 -2222 Escrow No ,. • • °f `. 249 Ref./132 f @l. � r � 751 SALti Aelt1e41 HT 9'Ials AGREELIENT mad: seal entered into this 25th by and bchvcrn EMMIs 5. IIAWrr:INS, a widow, an EDGAR UU:iSCIIRE and LOUISE E. UUE:;Cli}li, his wife, wltnesscih: day of April , 19 75 , as vendors, as purchasers. • That the vendors agree to sell to the purchaser amt the purchaser apices to purchase of the vendors upon the terms and conditions hereinafter set forth. the following described real estate situate in Spokane County, State Washington. to -wait: :d5 The Northeast Quarter (NE 1/4) of Section 33, Township '_S North, Range 44 F.. W. M., Spokane County, Washington, exc.{t� 32nd Avenue, and except roads of record. Y.) The total purchase price is the sun of $107,920.00, which save chasers have paid $100.00, receipt of which: is hereby acknowledged. ..e remaining balance of 5107,820.00 the purchasers agree to pay as , follows: $6,000.00 or more on or before April 10, 1976, and $6,000.00 or more on or before the loth day of April, each and every year thereafter until the full balance and interest at 4£ per annum on reducing balances have been paid, said interest being included in said minimum annual payments, with all payments to be applied first to interest and second, to principal balance. Interest to commence as of the date of this Agreement. It is further agreed that for every $13,950.00 paid on principal , (sxcept final purchase) the purchasers shall be entitled to receive a Quit Claim Deed for 20 acres (of purchasers' choice) of said property, provided that said 20 acre parcels shall be contiguous. . Ian . T.. tun 5 Lin 11 nR,d In n h?.? - 2'd y a . rod , /,:.; n s C 00 11:1,70) I :> Qy1:ay: u.i1 / 1 7_ 267.5 ) 11 •1 l :1, Co. ilPS._ o y The purchaser agrees to 'eat the premises in good repair, to commit no waste and to pay all taxes and assess- ments on said property before the saw shall become delinquent and to keep the buildings un rail premises con • 3iruucsly insured for not las than $ none in a.stan• lard fire insurance company, with loss, if any. ;yabie to the panics in interest as their inlerc 1 may appear, and to pay the premiums on ail such nsurar c too- ,girc delinquency; and In deliver :he ur_nce policies. renewals and premium. receipts to the escrow holder herein 8 amcd except i as are required : � a bc delivered to a mortgagee or prior n escrow. in the even, the purchaser doer nut comply with this provision Go: vendor may at his option provide such insurance and pay for She same and upon present s Gun of receipts showing payment therefor, tec escrow holder shall add the said amount to thy ' contract haI. :nce he:eln and said ant s unmeda rely become due and payable with h..crest at the sae of twelve (12`%) percent goy annum u paid; The purctamr still Iliac igoltvskiull oi i PriloirtY April 25, 19 7:6u1 shall continue in such possession so long as the Loins of this agi cement are ully complied tl Should the purchaser fail to J, the .::t; or to 1, ep and perform any of the covenants and agreements herein mentioned, tl 1 lI s t l - f this t thereupon S I t oplion, may deelide such i; v n sitan ti the purchaser. In the purchaser shall 1 I his pad a is m re tl 'fen (0) 1 f t. t t l o - I d G I u. u sages to t na to dm escrow Milder for • e vendor's cost in the preparation v ,f said 1 ce die sum of illttea, Dollars ($1:.01) as a condition ,orecedeut to the re nstatenient of this contract. At the expu c atio of thirty a s, the trams of this agreement meanwhile r.ut having been complied) with. the vendors niav enter into said pmank and take possession of them. and this 341conrnt shall he at an cm: and null and void, and the purchaser shall forfeit to the vendors as liquidated daniages all payments snack hereunder, and immediately surrender p cases Sion of said premises, bus the failure of the .:odors us declare a forfeiture at any time upon violation of any of the :arms of this contract by the purchaser shall be deemed only an indulgence by the vendors of that particular time and shall not be construrd to be a waiver of cut rights of the vendors specified herein. Any notice. demand or communica- tion to be given by either party to this contract to :he other party shall be in writing and transmitted tr, the other party LT registered mail addressed to the vendors at y, 1841 - 9th Ave., Spokane , WA 99202 and to the purchaser at Route 7, Spokane, WA 99206 provided that either party may change his place of address by notice to the other party giver as herein provided. the malting and registering of any such notice. demand or rcmmonication no lir rein provided shall he a sufficient service thereof ::awl sm-iae in any other manner shall be sufficient only if receipt therm( he ack nowled in writ- ing by the party who its serval. • prshascr hereunder assumes all risk of ter t,: damage from any and all canes to the whole or any po, t of the ,noperty cove:, hereby, and such Inns or d.niiage shall not 3 fftct eny of the obligations of the purchaser I u:Wvr this contract. 1 • 'fie vendors agree to furnish no evidence of title a cifte4Nxf3:nd41.121 IN a:»Ssi kc ;Assn vendors free from -incmnbrmlce, except I no exceptions ; it being undersunzl. however, that for the purpose of this instrumwnt, the following shall I of be considered a incumbrances: Reservations contained in ar.y of the forms of patent or deed commonly a by the United Stases of America, the :State in which the property is touted, the Northern Padfc Railroad Co 1 m- I I pany or the Northern Pacific Railway Company; building restrictions common to the platted tract in which the property is situate; easements for private driveways in city Ionics or public roads actnaHy in use az uch; case- ments for telephone, sewer, gas, water or electric service; contracts common to the. tract is which the property is I situate with reference to supplying water and electricity to the premises and the operation of irrigation and electric systems. The vendors have made a good and soaicisnt decd conveying said premises to the purchaser free and clear of • all liens and incumbrances, except none it i a d that said deed, together col li I coy y of this ray n : ee shall be placed in s with tine (d't - RZ / rJ t - ^.gyp L L1 Urn T .„4/)r=rklc / 9 t!...w ,Orc.e... which is hereby appointed .agent hereunder. I Said escrow agent hereby :uie :mced to receive' monies under the terns of this agreement and to issue the vendors' receipts therefor, and when the terns of ibis agreement are dully complicit with, to deliver said decd and escrow papers to the purchaser. Each of the parties hereto agree to pay one-half of the escrow fee charged by the Escrow Agent. Time is the essence of this agreement STATE OF WASHINGTON ) JJ County of Spokane —" ) )' cocoas 1 / it Purchasers c - I 1 flEQUE570 W Kenneth JOnLS FILED 05 itECORDEO DEC 3 4 33 FH'15 eaa csurr =1'Aa I. / Req. 222 Pacific Nati Bank 31dEi 99201 3.00 1 On thla Yi clay of November, 1975, before me, the undersigned, a Notary Public in and for the State: of Washington, duly commissioned and sworn personally appeared h l IA S. I AWKINS, a widow, to na known to be the individual described in and who executed the foregoing instrument, and acknowledged to me that she signed and sealed the said instrument as her li I I1 1 free and voluntary act an:: decd for the uses and purposes therein mentioned:I Ii WITNESS my hand and official seal hereto affixed the day and year in. ii this certificate above written. it Notary Public in and fc the State ' 1 .. ;. of Washington, residima Spokane.' II 4 5 y • i , . \-\.._,-- : ' 46 7 '7.(A.1781 7,11.)f)1(111.129 - .1 ';aot;aozrs j >ALL AGllL ITi.81 THIS AGREEMENT, made and entered into this ) day of Gt1r�L�• 1978,.hy and h EIIGAR f0ESCIXE and '100155 E. BI1ESCH1(E, husband and wife, as SELLERS, end MI0; I.0E, INC., a 'n'ash- ngton •Corporation, as Buyers, WITNESSETII: Dime aCCUE9 T r '0 DU - 1S_L, E CO. Jai 23 r pit<79 1 ...' !. TGU EO Yo That the Sellers agree to the Buyer and the Buyer egrets to purchase from the Sellers upon the terms and conditions hereinafter set forth, the following described real .esta to situate in Spokane County, Stale of Washington, to -wit: That portion of the NEt of Section 33, T25N, F 44 E`dal in Spokane County, Washington described as follows: "' begin at the 4 corner of said Section 33; thence 5 00 E, along the Test line of said NP-t, a distance of 30.00 feet; thence S.89 ° 47'00" 5, Parallel with the North line of scid 8E1, a distance of 2132.52 feet to the true Point of Beginning; thence 500 ° 26'00 "E a distance of 453.97 feet; thence S EO ° 53'20"E a distance of 66.34 Feet; thence 507 ° 52'24 'E a distance of 125.94 feet; thence S 71 °19'42 "W a distance of 155.71 feet; thence 5 54 a distance of 155.00 " feet; thence S 37 ° 16'54' W a distance of Sn.45 feet: thence 5 19 a distance 52.33 feet; thence S 35 ° 56'52 4 1) a distance of 250.00 feet; thence S 5 a distance of 62.22 1015; thence S 36 ° 55'13'1 a distance of 135.00 feet; seance N 50 ° 36'27 4 1 a distance of 97.41 feet; thence !; 4 7 ° 47'00"4' a distance of 650.00 feet; thence N 40 a distance of 50.41 feet; thence 11 63 a distance of 137.51 fear thence N 66 °45'2.0 "W a distance of 76.15 feet :o the SE corner of lot 9 Block 6 Midilor.:e Addition as recorded in Volume 13 of Plans, Page 18 in Spokane County, Washingto thence 8 89 ° 47'00 . 1, al ung the South line of said Lot 9, a distance of 260.00 feet; thence S 00 "E a distance of , 1113.09 feet to a point on a curve concave to the North with a radial bearing of N 06 ° 35 1 43 "W a radius of 1096.59 feet and a central angle of 10 "; thence Easterly, along the arc, a distance of 202.38 feet; thence 5'00 "E a distance of 907.08 feet to the South line of said OE';; thence 5. 89 : :c, along said South line, a distance of 370.00 feet; thence 831 ° 12',:8 "E a distance of 2122.50 feet; thence N 89 "E a distance of 430.30 feet to a point 30.00 feet West of the East line of said NE'c; thence 800 •W, parallel with said East line a distance of 800.00 feet; thence 1:3 Parallel wi to the Nord: line of said NEk a distance of 499.81 feet to the true P.O.S. Ca.•+Ta. i:.. `�� It is hereby agreed that said ad o Wad the property contains acr, 49.8 0 tot of land, price thereof, at a rate of a be. pD per acre, is the total sun of $161,850.00, which purchase price shall be paid as follows: $20,000.00 or more at Purchaser's option. on Jan. 1, 1979, and $20,000.00 or more at Purchaser's option on each and every January 1 thereafter until the full purchase price has been paid, there being included in each of said, annual payments to include the interest. All payments shall be applied first, to interest and second, to reduction of balance, with interest to commence as of I:xh:blt "1" 1 1752 (•, 427 b.IF 2 1979. Jznw y_1 - -- -- I1 is understood end agreed between the parties that f -a sting said pro ?'7e tv snLO residence the Buyer will be platting LO exceed 15,000 square feet typo building lots of nde, aloe the filing Of such C ounty, platting its r shall o. l ers inn by Spokane �� er_ and real =. Seller Sa_greee in to i -`ti s uch suas as shall besuch equirede to Sellers agree p e r t 5 above d ` s crib ed,aan i sh allsimple title cause such title to be piety ;hereafter, Sellers shall execute and pieced of record. the e • eafter designated a quit . a' nt her deliver to for each ach t° with Clair„ Deed for rluLattdd lot in said property, the ' B as granter. As and w14cn th a tea in (pent the sum of 0L, writing tbn Deed for a platted lot requestod, the tscbo the w Agent shall affix tare required conveyance re s Deed to Buyer. stamps, charged to Seller, and deliver 1 In addition, it is n d e r st o o aanditagreed tthato'_uyro- subs is now the c': u sat in fee Township and Range as is the, Section, e, y t c in the isms- of this Sale Agreement, and which property is a='sO being residence lots.' pa s' e Salyer agree that hl l t :i into o ,that as each lot is sold f pay, 51,500 00 into the Agent reduction e will further pay Agent for educ non of f t the remaining balance of this contract. The Escrow Agent shall have no responsibility to hc, the' or not Ecycr' is entitled or not e ntitle at twithdraw a Deed from this Escrow upon the eaien :t: to of the 91 :o0 00 All amounts so paid by Buyer through o "' / :'.. ne -sc:: i t shall be credited :toward the the e annual payments duo hereunder on January 1 of each year. Sellers agree to join with Buyer for purposes of ca using of plats to he recorded and the dedication of streets, alleys, rights-of-way and utility easements to the extent reasonably necessary to properly subdivide the property and cbtain approval Of Spokane County of the proposed plat. The Buyer agrees to pay all taxes and assessments on said property before the sa :a°_ shall become delinquent. The Buyer shall have possession of said property on January 1970, and shall continue in such possession so long ' {_ 1 __ -ty:�. -corns oC t7nis Agreement are fully complied with. 'rC fail Lo make 1140 nav :uenLL or to keep and Should the Beyer the perform any of the covenants end agreements tent` Ile :relit mentioned, thereupon r ..- e of this NjrOC n r. -t and thereupon shall m at t t '"'"• declare such forfeiture by written . .o. Sellers, t their 1 :' 0 case -,'r the huger ::hull be delinquent in ,cat notice to the than Buyer. in v �- payments more then T h (10) days and a t Notice pay of Forfeiture is ;., preparation of said Cttieu the sum of 525.00 ar, herein provided, Lh r� Buyer agrees to pay to the escrow holdee or a s Sellers' a condition cost ..r : : i 4rent of this act. At d ition ore thirty do she the terms of this agreementrmeanwhile the c.:pi r.Cion of thirty days, nto said premises an end and tr ik been eo:nl if °d with, the Sellers may enenter i and tic e possession of them, and this Agreement shall be at U(. 467 vr.tt1 3 • i. 127 .... 3) and null and void, and the Buyer shall forfeit to the Scalers, as liquidated damages all payments made hereunder, and immediately surrender possession of said premises, hut the failure of the Sellers to declare a forfeiture at any time upon violation of any of the terms of this contract by the Buyer shall be deemed only an indulgence 'ty the Sellers of that particular time and shall not be construed to te a waiver of any rights of the Sellers specified herein. Any notice, demand or communication to be given by either party to this contrwet to the other party shall be in writing and transmitted to the..other party by certified mail addressed to the Sellers at PT. 7 CpQortunity, Nashinnton 99:06 , and to the Buyer at ". -609_tslid -Amile-.39)}:in71-.1 ;751tiretr "'Val , provided that either party may, change his place of address by notice to the other party given as herein provided. The mailing of any such retie `+errand or communication as herein provided shall be a ufficient ,rvice thereof; and service in any other manner shall be sufficient ,nly if receipt thereof be acknowledged in writing by the party who is served. The Buyer hereunder as all risk of loss or damage from any and all causes to the whole or any part of the property covered hereby, and such Loss or damage shall not affect any. of the obligations of the Buyer under this contract. The Sellers agree to furnish Title Insurance Policy certified to.i. 1979, showing title in Sellers free from incwmbrances, except roads of record; it being understood, however, that for the purpose of this instrument, the follo'.:ing shall not`. .considered as incumbrances: Reservations contained i any of Cu res of patent or deed commonly used by Inc United States of :.. the State in which the property is located, the Nort. , _rn Pacific Pa:trcad Company or the Northern Pacific Railway Company; building restrictions comrron to the platted tract in which the property is situate; cas =:'.an 'for private driveways in city lin.its or public roads actually in use as such; easements for tclephene, sewer, gas, water er electric service; contracts eo :mnon to the tract in which t. oro_erty is :. situ .c with reference to supplying water and electricity to the premises and the operation of irrigation and electric Buyer shall pay the costs of recording of this contract. 1% excise tax shall be paid by Sellers. The Sellers have made a good and sufficient Deed conveying said premises to the purchaser free and clear of all liens and incumbrances, except roads of record. It is agreed that said Deed, together with a copy of this Agreement, shall be placed in escrow with the which is he rc` - •y appointed escrow agent hereunder. Said Escrow Agent' is hereby authorized to receive monies under the terms of this Ag roc: .cnt and to issue the Sellers receipts therefore, and whin the terns Of this Ay rc:•a_nI arc fully complied with, to deliver said need and escrow pane Vs to the Buyer. Each of the parties l:greto agree to pay ono -half of the o.r:o'.: fee charged by the Escrow Agent. Time is the essence of this Agreement. m/ .//.. /. e ; SI VI' i :dga5h ;ucscbl :c / 7 i.oni 10 B. 11csrhlhc STATE OF WASHINGTON ) ) ss. County of Spokane ) . On this J(i1 day of / , t • 197i, before me, the undersigned, a :votary Public in and for the State of Washington, duly comaissioned and sworn personally appeared EDGAR BUESCEKE and LOUISE E. BUESCHER., his wife, to me known to be the individual described in and who executed the foregoing instrument, and acknowledged to me that they signed and sealed the said instrument as their free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year is this certificate above written. 467 :.':1784 lirIlLO ::E, 1::C. By � •Zf '4:427 r'4tf rc i d t Attest A C Wj,G " Secretary . % in and for the State of of Washington, residing at Spokane. b . < uii t' / .r / 4 FILEQ OA BECPRDE0' PEgUESt ,: 'i0 S171 SEP 10 407 m'19 siUd130141; SALE AGREENJiNT 545 700 1 IL15 eR is ?:'' (1311' ' f+rn 13 1 r•II'31 latd.t L YtSU''tS l n' THIS AGREEMENT, made and entered into this 1 day of 1 1 h 2n1J , 1980, by and between EDGAR BUESCHKE and LOOISE E. BUESCIIIE, husband and wife, as Sellers, and 14IDILOME, INC., a Wash - ington Corocratlon, as Buyers, WITNESSETEI: • That the Sellers agree to sell to the Buyer and the Bayer agrees to purchase from the Sellers upon the terms and conditions hereinafter set forth, the following described real estate situate in Spokane County, State of l ;ashingtcn, to —wit: All of the /E; of Section 33, T291, R■4 EWM lying South and Fen+.er_y of tent portion reconled in Volume 467, page 17ai, Auditors file Number 7909100 in Spokane County, Washington Except the right of way for Pines Road and except 1.38 Acres around an existing well deacrLbed as follows: Begin at the NE Corner of Sec. 33, 12551 thence Easterly 30 feet :long tits N line of Eec 33, thence South along the N Right of Nay of Pines 1040 ft to the true paint of beginning, thence W 200 ft thence 5 300 ft thence E 200 ft thence N 300 ft to the true point of. beginning. 9 l IS x.,r< i,e ,: M,y err / WAAN I.P41 / •' . Da. l) , 241 9()8 0.N: It is 1:^ -eby reel that said property ra o onl n530[210�f acne of land, and the c the _.f, per acre, is the total , um of 0s2.j0 __ , which pur- cha.:e price sh.711 be peal no follows: S20,000.00 or trnre nt i lase '. option, on Jan. 1, 1901, and 9 20,000 00 or more at Purchaser's option on each and every January 1 thereafter until the full pur- .ehabe price h s been paid, there being included in each of said annual payment interest at the rate of 7% per annum On the unpaid reducing talancen hereof, with said minimum annual payments is (01 include the interest_ All payments shall be applied first, to interest and second, to reduction of balance, with interest to commence as of Exhibit "0" 7', 3: 1.9gt. It is understood and agreed between the parl1e5 Shat the Buyer will be platting said property into resid-'ce type building lots of not to exceed 15,000 square feet each. Upon the filing of such platting and its aces=' -x000 and final approval by Spokane County, the Buyer sha11. notify Sellers in writing thereof. Upon such notice, Sellers agree to pay such suns as shall be required to Emma 5. flastins to Obtain fee simple title to the pro- perty above described, and shall cause such title_ tc be placed of record. Thereafter, Sellers shall esocute and deliver to the escrow agent hereafter designated a Quit Claim Decd for each platted lot in said property, with Buyer as grantee. As and when the Buyer pays to the Escrow Agent the sum of $1,500.00 and designates 10 writing the Deed for a platted lot requested, the Escrow Agent shall affix the required conveyance stops, to be charged to Seller, and deliver the requested Docd to Buyer. In addition, it is understood and agreed that Buyer is now the owner in fee simple of another portion o r pro- perty in the same Section, Township and Range as i5 the subject of this Salo Agreement, and 'which property is also being platted into residence_ lots. Bu:: :er - that as each lot is sold from. said r:roport; c'.:ced Buyer, Buyer will further pay $1,500.00 into the axon:: Agent for reduction of the remaining balance of this contract. The L c Agent shall have no responsibility inquire as to whether or not Buyer is entitled or entitled to withdraw a Deed from this Escrow upon o' payment of Lhe 51,500.00. All amounts no laid ty Encta through the Escrow Agent shall be credit t_ _ere annual payments due hereunder on January 1 of _.. . . Sellers awls to join with Buyer for par;lrcn On causing of plats to be recorded and the dedication of streets, alleys, ri is of Yap and _ilit y easEments to the extent reasonably sonal l} a c s.San to Isroperly subEiviae the property and obtain approval of Spokane Connty of the proposed plat. The Buyer agrees to pay all taxes and assessments en said property before the same shall become delinquent. The Buyer she11 have possession of said property on January 1 1981, and shall continue in such ;:ossessi.cn an long ae the terms of this Lgrecment are fully complied '.cite. Should the Buyer fail to make the payments or one 3 to keep vi a._d perform any of the 1 a rea t I n snore slnll constitute a forfeiture of this c'.1. a n d Inl 1' the .a t. their I option, 1 declare such forfeiture i its notice -e to the tu n t c .. Buyer tit r shall or delinquent. 1 1 i h payments more ids 1 ( I 1 1 ti.. of , ... .. 1 1 ins as S e provided, the l pr, :Wee:: t a s L. tl ' the Sellers' cost in the preparation of said Notice the sum of .24.00 as a condition precedent to the reinstatement of this Contra COntrart. hi ila the expiration 01 Lhirly dal' Lhe ter uI. L 1 . e..tse not having been co plied ied wrb11 t ell r r l enter into and take possession of them, and this Agreement shall bo at an end YU 341) ail? and mull and void, and the Buyer ::hall forfeit. to the :sellers., as l'.gaidn't :d damages all payments made hereunder, and immediately Surrender possession of said premises, but the failure of the Sellers to declare a forfeiture at any time upon violation of any of the terms of this contract by the Buyer shall be deemed only an indulgence by the Sellers of that particular time and shall not be construed to be a waiver of any rights of the Sellers specified herein. Any notice, demand or communication to be given by either party to this contract to the other party shall be in writing and transmitted to the other party by certified mail addressed to the Sellers at Route 7 0oi 250. Spokane, Washington 33206 , and to the Buyer at S. 717 Pines Road. Spokane, ,as loo , provided that either party may change his place of address by notice to the other party given as herein provided. The mailing of any such notice, demand or communication as herein provided shall be a sufficient service thereof; and service in any other manner shall be sufficient only if receipt thereof be acknowledged in writing by the party who is served. The Buyer hereunder assumes all risk of loss or damage from any and all causes to the whole or any part of the property covered hereby, and such loss or damage shall not affect any of the obligations of the Buyer under this contract. The Sellers agree to furnish Title Insurance Policy certified to - 5anuar: 1 , 19 81 , showing title in Sealers free from incumbrances, except roads of record; it being understood, however, ,/., that for the purpose of this instrument, the following shall not be 1 considered as incumbrances: Reservations contained in any of the forms of patent or deed commonly used by the United States of America, the State in which the property is located, the :arthern Pacific Railroad Company or the Northern Pacific Railway Company; building restrictions tor. on to the platted tract n which the property is situate; easements for private driveways in city limits or public roads actually in use • as such; easements for telephone, sewer, gas, water or electric service; contracts common to t,a tract in which the property is situate with reference_ to supplying water and electricity to the premises and the operation of irrigation and electric systems. Buyer shall pay the costs of recording of this contract. 13 excise tax shall be paid by Sellers. The Sellers have made a good and sufficient Decd conveying said premises to the purchaser free and clear of all liens and incumbrances, except' roads of record. It is agreed that said Deed, together with a copy of this • Agreement, shall be placed in escrow with the , which is hereby appointed escrow agent hereunder. Said Escrow Agent is hereby authorized to receive monies under the terms of this Agreement and to issue the Sellers receipts therefore, and when the terms of this Agreement are fully complied with, to deliver said Uced and escrow paper, to the Buyer. Each of the parties hereto agree to pay one -half of the escrow fee charged by the Escrow Agent. Time is the essence of this Agreement. ' • '.sc ke Louise E. Bucschko STATE OF WASHINGTON 1 ) ss. County of Spokane ) On this 10th day of March MIDILOMIi, INC. 1.� R y l <11 - -/, PXesident Attest Secretary , 1901, before the undersigned, a Notary Public in and for the State of Washintso.rt, duly coumiissioned and sworn personally appeared EDGAR BP':SCiBE a:sd LOUISE E. BUESCHKE, his wife, to me known to be the individual describes in and who executed 'the foregoing instrument, and acknowledged to n. that they signed and sealed the said instrument as their free and voluntary act and deed for the uses and purposes therein :e rationed., ' WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. / /' // i / Nbtary Public in and for ti.e Stute .!'of Washington, residin:, at S.Oane. ;END; '. lr 2ton,:oap.ne: "64]/996 ._.: ,e C9p- '' roan,. y: no. 9{41/99 {t • on seunCery Y total 'station end e •ne Theodolite with creed for :this eucv•y. ;;r_�1➢ . 11,349 3Q 5Q. 7 T: 10,62 SQ.: R. 10,625 3 SQ. 'PT. 10,625 SQ.: FT. 10,625 9Q. r}.: 11,10 5Q.' R.' 11,310 5Q. R: 11,310 S. PTA 11,330, 5O.�: PT: 11,060 5Q.. R 11,420 SQ.. R: 10,35 SQ. � R. 12,550 4 5Q. R. 12,570 5Q.: PT. 11,989 50. R. q/ ~1. w 0 , 20 2014e ern a35 ass 0. 26'29 13 PI •3100 .10240 •2m 14 14 8 8 3, 2 20 516 YC I6B a i / : rr • ' BLOCK • o 8 88 g p n i -•�. 1 p5 I 9 3 '4 55 0 N(19 - 1 `,._ 294.95 C t ,,, `gy w e •o nme ,r•\ 88 8 �I 9. .a ".88 8 'i. ,• i .. s 5 g 4 @ 1 ;9 U u •m; • 4 • 3 a c . 2 : O �s 4 LRANSAMERICA TITLE INSURANCE COMPANY SPOKANE, WASHINGTON s • N W E This print Is made solely for the purpose ,q assisting In locating said premises and the company assumes n inability for variations, it any. in dimensi s and locatidn ascertained by scud survey: I, 1 7 1 e . 1 .'..'II .l t. :', i::: N09•3400'E ■ 51000 BLOCK m ] \09 W _ / 135.00 9 e9 00 "W Im ]36.]0 S W 1 ^ �' \19.05 2' T• 462 a o s Sr" 35 11 :3 100 0 SCALE IN FEET, 600 Mote: A field traverse was used for tale surve CEO `Z ^ t 4 C c ne5 To: Tanc .1sow) 5, nw a,.6 ..v'r 7-1 nand .eJ PPri is Workfile: PE1168F.L3D closed Workfile: PE1168F.L3D ready for use. Room for 50 points. Current Directory: C: \LLCOGO \WORK 6905856 Bytes free space available (172646 Points). Tue May 08 09:00:29 1990 Points 1 to 31 deleted. 50 points in workfile. Enter & Assign 1 1000.00000 1000.00000 FROM ANGLE DIST NORTH EAST TO PE 1168F Plat Boundary 5/8/90 * * * ** START 1000.00000 1000.00000 1 1 TRRV N 61 37 45.0 E 170.2200 1080.88452 1149.77497 2 2 TRRV N 46 57 52.0 E 160.1900 1190.20652 1266.86271 3 3 TRRV S 39 05 36.0 E 83.3400 1125.52470 1319.41570 4 4 TRRV S 54 46 23.0 E 138.0400 1045.90094 1432.17695 5 5 TRRV S 76 28 23.0 E 138.0400 1013.61302 1566.38773 6 6 TRRV N 89 57 14.0 E 79.9000 1013.67733 1646.28770 7 7 TRRV S 0 26 00.0 E 135.0000 878.68119 1647.30871 8 8 TRRV N 89 34 00.0 E 294.9500 880.91190 1942.25027 9 9 TRRV N 0 26 00.0 W 77.2400 958.14969 1941.66610 10 10 TRRV N 21 49 00.0 E 67.4200 1020.74092 1966.72193 11 11 TRRV S 86 44 37.0 E 149.7800 1012.23280 2116.26009 12 12 TRRV N 89 34 00.0 E 510.0000 1016.08994 2626.24550 13 13 TRRV S 0 27 00.0 E 265.3000 750.79812 2628.32914 14 14 TRRV S 89 33 00.0 W 135.0000 749.73785 2493.33331 15 15 TRRV S 62 47 17.0 W 55.5100 724.35405 2443.96709 16 16 TRRV S 83 17 38.0 W 179.8500 703.35177 2265.34759 17 17 TRRV S 89 34 00.0 W 326.7000 700.88093 1938.65694 18 18 TRRV 8 0 26 00.0 E 275.0000 425.88879 1940.73677 19 19 TRRV S 26 40 38.0 W 124.9000 314.28440 1884.66119 20 20 *19 BEARING RADIAL N 26 40 38.0 E DELTA 26 29 33.0 LT RADIUS 435.0000 TAN 102.3989 L -ARC 201.1359 RADIAL N 0 11 05.0 E RP - 74.40982 1689.36193 21 20 CHORD N 76 34 08.5 W 199.3489 360.58792 1690.76437 22 TRN @PT N 89 48 55.0 W 22 TRRV N 89 48 55.0 W 49.5500 360.74767 1641.21463 23 23 TRRV N 0 26 00.0 W 332.8700 693.60815 1638.69713 24 24 TRRV N 87 59 39.0 W 205.4800 700.80020 1433.34303 25 25 TRRV N 18 06 36.0 E 38.3800 737.27892 1445.27316 26 26 TRRV N 59 33 43.0 W 124.6800 800.44262 1337.77689 27 27 TRRV N 81 16 31.0 W 54.2000 808.66407 1284.20406 28 28 TRRV N 57 33 34.0 W 127.8600 877.25128 1176.29681 29 29 TRRV S 39 00 44.0 W 68.1700 824.28239 1133.38474 30 30 TRRV N 37 12 21.0 W 220.6100 999.99128 999.98624 31 LAT & DEP 0.00872 0.01376 31 HCLOSE N 57 38 02.3 E 0.0163 1000.00000 1000.00000 1 PREC = 1 TO 293982 Area = 537240.59 sq ft 12.33335 ac FROM ANGLE DIST NORTH EAST TO PE 1168F Block 1 Sideline 5/8/90 AUTO INVERSE * * * ** START 750.79812 2628.32914 14 14 INV S 89 33 00.0 W 135.0000 749.73785 2493.33331 15 15 INV N 0 27 00.0 W 65.3400 815.07583 2492.82013 32 RADIAL S 89 33 00.0 W DELTA 90 01 00.0 RT RADIUS 20.0000 TAN 20.0058 L -ARC 31.4217 RADIAL N 0 26 00.0 W RP 815.23291 2512.81952 33 32 CHORD N 44 33 30.0 E 28.2884 835.23234 2512.66825 34 TAN @PT N 89 34 00.0 E 34 INV N 89 34 00.0 E 95.0000 835.95083 2607.66554 35 RADIAL N 0 26 00.0 W DELTA 89 59 00.0 RT RADIUS 20.0000 TAN 19.9942 L -ARC 31.4101 RADIAL N 89 33 00.0 E RP 815.95140 2607.81680 36 35 CHORD S 45 26 30.0 E 28.2802 816.10848 2627.81618 37 TAN @PT S 0 27 00.0 E 37 INV S 0 27 00.0 E 65.3100 750.80049 2628.32912 38 LAT & DEP - 0.00237 0.00002 38 HCLOSE S 0 32 50.4 E 0.0024 750.79812 2628.32914 14 PREC = 1 TO 179015 Area = 11347.35 sq ft 0.26050 ac FROM ANGLE DIST NORTH. EAST TO 4% PE 1168F Block 2 Sideline 5/8/90 AUTO INVERSE * * * ** START 724.35405 2443.96709 16 16 INV S 83 17 38.0 W 179.8500 703.35177 2265.34759 17 17 INV S 89 34 00.0 W 326.7000 700.88093 1938.65694 18 18 INV S 0 26 00.0 E 275.0000 425.88879 1940.73677 19 19 INV S 26 40 38.0 W 124.9000 314.28440 1884.66119 20 RADIAL N 26 40 38.0 E DELTA 8 24 41.0 LT RADIUS 435.0000 TAN 31.9879 L -ARC 63.8608 RADIAL N 18 15 57.0 E RP - 74.40982 1689.36193 21 20 CHORD N 67 31 42.5 W 63.8035 338.67164 1825.70234 39 TAN @PT N 71 44 03.0 W RADIAL S 18 15 57.0 W DELTA 79 09 46.0 RT RADIUS 20.0000 TAN 16.5345 L -ARC 27.6330 RADIAL N 82 34 17.0 W RP 357.66389 1831.97087 40 39 CHORD N 32 09 10.0 W 25.4869 360.24970 1812.13873 41 TAN @PT N 7 25 43.0 E RADIAL S 82 34 17.0 E DELTA 7 51 43.0 LT RADIUS 435.0000 TAN 29.8916 L -ARC 59.6893 RADIAL N 89 34 00.0 E RP 416.49119 1380.78981 42 41 CHORD N 3 29 51.5 E 59.6425 419.78111 1815.77737 43 TAN @PT N 0 26 00.0 W 43 INV N 0 26 00.0 W 390.1600 809.92995 1812.82658 44 RADIAL S 89 34 00.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 0 26 00.0 W RP 810.08121 1832.82601 45 44 CHORD N 44 34 00.0 E 28.2843 830.08064 1832.67475 46 TRN @PT N 89 34 00.0 E 46 INV N 89 34 00.0 E 590.0100 834.54290 2422.66787 47 RADIAL N 0 26 00.0 W DELTA 89 59 00.0 RT RADIUS 20.0000 TAN 19.9942 L -ARC 31.4101 RADIAL N 89 33 00.0 E RP 814.54347 2422.81913 48 47 CHORD S 45 26 30.0 E 28.2802 814.70055 2442.81852 49 TAN @PT S 0 27 00.0 E 49 INV S 0 27 00.0 E 65.3600 749.34256 2443.33185 50 RADIAL S 89 33 00.0 W DELTA 2 00 12.0 LT RADIUS 715.0000 TAN 12.5012 L -ARC 24.9998 RADIAL S 87 32 48.0 W RP 754.95810 3158.30980 51 50 CHORD S 1 27 06.0 E 24.9985 724.35205 2443.96515 52 FROM ANGI DIST NOR EAST TO PE 1168F Block 3 sideline 5 /8/90 AUTO INVERSE * * * ** START 357.47877 1741.29692 53 RADIAL N 6 51 25.0 E DELTA 6 40 20.0 LT RADIUS 435.0000 TAN 25.3570 L -ARC 50.6567 RADIAL N 0 11 05.0 E RP - 74.40982 1689.36193 21 53 CHORD N 86 28 45.0 W 50.6281 360.58792 1690.76437 22 TAN @PT N 89 48 55.0 W 22 INV N 89 48 55.0 W 49.5500 360.74767 1641.21463 23 23 INV N 0 26 00.0 W 332.8700 693.60815 1638.69713 24 24 INV N 87 59 39.0 W 205.4800 700.80020 1433.34303 25 25 INV N 18 06 36.0 E 38.3800 737.27892 1445.27316 26 26 INV N 59 33 43.0 W 124.6800 800.44262 1337.77689 27 RADIAL S 59 33 43.0 E DELTA 5 26 11.0 LT RADIUS 623.8000 TAN 29.6162 L -ARC 59.1879 RADIAL S 64 59 54.0 E RP 1116.46377 799.95064 54 27 CHORD N 27 43 11.5 E 59.1657 852.81805 1365.29777 55 TAN @PT N 25 00 06.0 E RADIAL N 64 59 54.0 W DELTA 85 29 07.0 RT RADIUS 20.0000 TAN 18.4830 L -ARC 29.8400 RADIAL N 20 29 13.0 E RP 844.36516 1383.42368 56 55 CHORD N 67 44 39.5 E 27.1483 863.10020 1390.42356 57 TAN @PT S 69 30 47.0 E RADIAL S 20 29 13.0 W DELTA 20 55 13.0 LT RADIUS 551.6700 TAN 101.8491 L -ARC 201.4300 RADIAL S 0 26 00.0 E RP 1379.87816 1583.50471 58 57 CHORD S 79 58 23.5 E 200.3129 828.22393 1587.67701 59 TAN @PT N 89 34 00.0 E 59 INV N 89 34 00.0 E 155.0000 829.39620 1742.67257 60 RADIAL N 0 26 00.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 34 00.0 E RP 809.39677 1742.82383 61 60 CHORD S 45 26 00.0 E 28.2843 809.54804 1762.82326 62 TAN @PT S 0 26 00.0 E 62 INV S 0 26 00.0 E 390.1600 419.39919 1765.77405 63 RADIAL N 89 34 00.0 E DELTA 6 35 30.0 RT RADIUS 385.0000 TAN 22.1709 L -ARC 44.2928 RADIAL S 83 50 30.0 E RP 416.48743 1380.78506 64 FROM ANGLE DIST NORTH EAST TO PE 1168F Black 4 Sideline 5/9/90 AUTO INVERSE * * * ** START 808.66407 1284.20406 28 28 INV N 57 33 34.0 W 127.8600 877.25128 1176.29681 29 29 INV S 39 00 44.0 W 68.1700 824.28239 1133.38474 30 30 INV N 37 12 21.0 W 220.6100 999.99128 999.98624 31 31 INV N 61 37 45.0 E 145.0000 1068.89185 1127.57037 68 68 INV S 35 55 42.0 E 15.7100 1056.17065 1136.78858 69 RADIAL S 54 04 18.0 W DELTA 24 33 19.0 LT RADIUS 551.6700 TAN 120.0580 L -ARC 236.4295 RADIAL 8 29 30 59.0 W RP 1379.87564 1583.50423 70 69 CHORD S 48 12 21.5 E 234.6242 899.80423 1311.71159 71 TAN @PT S 60 29 01.0 E RADIAL N 29 30 59.0 E DELTA 85 29 07.0 RT RADIUS 20.0000 TAN 18.4830 L -ARC 29.8400 RADIAL S 64 59 54.0 E RP 882.39994 1301.85814 72 71 CHORD 8 17 44 27.5 E 27.1483 873.94705 1319.98405 73 TAN&PT S 25 00 06.0 W RADIAL S 64 59 54.0 E DELTA 7 26 20.0 RT RADIUS 573.8000 TRN 37.3015 L -ARC 74.4982 RADIAL S 57 33 34.0 E RP 1116.46053 799.95170 74 73 CHORD S 28 43 16.0 W 74.4459 808.66027 1284.20931 75 TRN @PT S 32 26 26.0 W LAT & DEP 0.00380 - 0.00525 75 HCLOSE N 54 05 34.2 W 0.0065 808.66407 1284.20406 28 PREC = 1 TO 141589 Area = 39114.24 sq ft 0.89794 ac FROM ANGLE DIST NORTH EAST TO PE 1168F Block 5 Sideline '5/9/90 AUTO INVERSE ***** START 1190.20652 1266.86271 3 3 INV S 39 05 36.0 E 83.3400 1125.52470 1319.41570 4 4 INV S 54 46 23.0 E 138.0400 1045.90094 1432.17695 5 5 INV S 76 28 23.0 E 138.0400 1013.61302 1566.38773 6 6 INV N 89 57 14.0 E 79.9000 1013.67733 1646.28770 7 7 INV S 0 26 00.0 E 135.0000 878.68119 1647.30871 8 8 INV S 89 34 00.0 W 60.0000 878.22741 1587"31042 76 RADIAL S 0 26 00.0 E DELTA 54 30 18.0 RT RADIUS 501.6700 TAN 258"4047 L-ARC 477.2345 RADIAL S 54 04 18.0 W RP 1379^88306 1583.51628 77 76 CHORD N 63 10 51.0 W 459.4421 1085.51672 1177.28821 78 TAN@PT N 35 55 42.0 W 78 INV N 35 55 42.0 W 15.5100 1098^07597 1168.18736 79 79 INV N 46 57 53,0 E 135.0000 1190°20700 1266.86296 80 LAT & DEP -0.00048 -0.00025 80 HCLOSE S 27 55 49.0 W 0.0005 1190.20652 1266.86271 3 PREC = 1 TO 2329148 Area = 68358.95 sq ft 1.56931 ac FROII ANGLE DIST NORTH EAST TO PE 1168F Block 6 Sideline 5 /9/90 AUTO INVERSE * * * ** START 880.91190 1942.25027 9 9 INV N 0 26 00.0 W 77.2400 958.14969 1941.66610 10 10 INV N 21 49 00.0 E 67.4200 1020.74092 1966.72193 11 11 INV S 86 44 37.0 E 149.7800 1012.23280 2116.26009 12 12 INV N 89 34 00.0 E 510.0000 1016.08994 2626.24550 13 13 INV S 0 27 00.0 E 109.9900 906.10333 2627.10935 81 RADIAL N 89 33 00.0 E DELTA 90 01 00.0 RT RADIUS 20.0000 TAN 20.0058 L -ARC 31.4217 RADIAL S 0 26 00.0 E RP 905.94626 2607.10997 82 81 CHORD S 44 33 30.0 W 28.2884 885.94683 2607.26123 83 TAN @PT S 89 34 00.0 W 83 INV S 89 34 00.0 W 665.0300 880.91719 1942.25025 84 LAT & DEP •- 0.00529 0.00002 84 HCLOSE S 0 14 12.1 E 0.0053 880.91190 1942.25027 9 PREC = 1 TO 304490 Area = 89133.37 sy ft 2.04622 ac FROM ANGLE DIST NORTH EAST TO PE 1168F Centerline 38th *ve 5/09/90 AUTO INVERSE ***** START 1016.08994 3626"24550 13 13 INV S 0 27 00.0 E 155.0000 861.09472 2627.46286 85 85 INV S 89 34 00.0 W 160.0000 859.88464 2467.46743 86 86 INV S 89 34 00.0 W 680.0000 854.74178 1787.48688 87 87 INV S 89 34 00.0 W 200.0000 853.22918 1587"49260 88 RADIAL S 0 26 00.0 E DELTA 54 30 18.0 RT RADIUS 526.6700 TAN 271"2820 L-ARC 501.0168 RADIAL S 54 04 18.0 W RP 1379.88412 1583.50938 89 88 CHORD N 63 10 51.0 W 482.3378 1070.84846 1157.03752 90 TAN@PT N 35 55 42.0 W 90 INV N 35 55 42.0 W 12.3900 1080.88128 1149.76741 91 91 INV S 61 37 45.0 W 170.2200 999.99676 999.99243 92 -------- - ~ . ~~~~~- - ��_~ ^..^ LAT & DEP 0.00324 0.00757 92 HCLOSE N 66 48 31.4 E 0.0082 1000.00000 1000.00000 1 PREC = 1 TO 228204 No Area FROM ANGLE. DIST NORTH EAST TO • 'PE 1168F Centerline East stub street 5/10/90 AUTO INVERSE * * * ** START 859.88464 2467.46743 86 86 INV S 0 27 00.0 E 110.3500 749.53804 2468.33411 93 RADIAL S. 89 33 00.0 W DELTA 1 02 32.0 LT RADIUS 690.0000 TAN 6.2758 L -ARC 12.5512 RADIAL S 88 30 28.0 W RP 754.95723 3158.31283 94 93 CHORD S 0 58 16.0 E 12.5511 736.98877 2468.54683 95 TAN @PT S 1 29 32.0 E 95 INV S 62 47 17.0 W 27.6400 724.34946 2443.96600 96 LRT & DEP 0.00459 0.00110 96 HCLOSE N 13 27 37.7 E 0.0047 724.35405 2443.96709 16 PREC = 1 TO 31915 No Area FROM ANGLE DIST NORTH EAST TO centerline robie street AUTO INVERSE * * * ** START 854.74178 1787.48688 87 87 INV S 0 26 00.0 E 435.1600 419.59423 1790.77801 97 RADIAL N 89 34 00.0 E DELTA 9 47 06.0 RT RRDIUS 410.0000 TAN 35.0953 L -ARC 70.0200 RADIAL S 80 38 54.0 E RP 416.49339 1380.78973 98 97 CHORD S 4 27 33.0 W 69.9349 349.87099 1785.34066 99 TAN @PT S 9 21 06.0 W RADIAL N 12 44 48.0 E DELTA 5 53 23.0 LT RADIUS 435.0000 TAN 22.3776 L -ARC 44.7158 RADIAL N 6 51 25.0 E RP - 74.40850 1689.36196 100 99 CHORD N 80 11 53.5 W 44.6962 357.48009 1741.29695 101 TAN @PT N 83 08 35.0 W LAT & DEP - 0.00132 - 0.00003 101 HCLOSE S 1 19 55.7 W 0.0013 357.47877 1741.29692 53 PREC = 1 TO 416632 No Area FROM ANGLE DIST NORTH EAST TO centerline of west stub street AUTO INVERSE * * * ** START 853.22918 1587.49260 88 RADIAL S 0 26 00.0 E DELTA 25 26 06.0 RT RRDIUS 526.6700 TAN 118.8593 L -ARC 233.8017 RADIAL S 25 00 06.0 W RP 1379.88412 1583.50938 89 88 CHORD N 77 42 57.0 W 231.8866 902.56547 1360.91514 102 TAN @PT N 64 59 54.0 W 102 INV S 25 00 06.0 W 43.2300 863.38632 1342.64421 103 RADIAL S 64 59 54.0 E DELTA 6 23 32.0 RT RADIUS - 598.8000 TAN 33.4373 L -ARC 66.8053 RADIAL S 58 36 22.0 E RP 1116.46592 799.95447 104 103 CHORD S 28 11 52.0 W 66.7707, 804.53987 1311.09396 105 TAN @PT S 31 23 38.0 W 105 INV N 81 16 31.0 W 27.1900 808.66424 1284.21859 106 LRT & DEP - 0.00017 - 0.01453 106 HCLOSE S 89 19 01.5 W 0.0145 808.66407 1284.20406 28 PREC = 1 TO 25532 No Area - t loo 21.C312EEMENT In) PAY FEES Agreement Number i " te n This agreement between Spokane County and 3'P, 'ZNLI1-1tl61.1 . whose interest in the project is GWIJef'L_ , is entered into this It T! day of A>T.«- , 1910 . This agreement is applicable to the project known as: 1-'11DIL0IdE. Sowrtri A.;at icto1+1 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: $o15 1fbuu►.:700 24 '" 1Ze6Ac.-. able -44*- WA 4422 ?3 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. By r P T 11Lldtl TO: __SGERy / / - l'rrrJA i7 Y C=rUlo/nJt -=Fre SUBJECT: f(tblc-OME St XTH A DO( T(6/0 DATE: — U — 90 A T7 - 1 c NED M,et / r_oPy r4 FitJ4! Pc AT / h2 eV1C 7 ,4&c EEwt End i -o P,1 Y e-S 4 ,0 cf./cc f< > 2 � F_ V Ies Vir EC= E RE CIVEU APR0 Caaaq, / n CLM..ENCE E. SIMPSON ENGINEERS, .,JC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 Pay to the !order of For mazainto=22K0202{=a MIDILOME INC. One Hundred and no/100 Washington Trust Bank • SPOKANE, WASHINGTON 99210-2127 it E C Egiilrf;) date 4±2 Received:Ft Izz.' Address b , K•Cz<•, -0 • •ItE 6 o For M ji O Yr/V7 • • ACCOUNT • • -HOW PAID • 0. "11 1' t.;r::: - /1" ACCOUNT . • V, • r , •••• .; SPOKANE COUNTY ENGINEERS ; T.': • . : • • • • • • : ..::? :.I z t•zrz .‘ , I • limo 1, 17. L25100089 fie AMT,cri • BAIANCE ••• MCiNEY'`C By a"."n....4X SICKLIZEZZfr-I'V 1/ ' , • 19 No. RECEIVED • APiTh 7 199 .„, CaiiirAtEstilleeril4 April 13, s 3" 1,1 • Dollars $ 100 4,0 • a 28-8/1251 19 90 $ 100 •71._•11070 .,E. GO 7 :21 1194 3 29 NAME OF PROPOSAL: e # Location: 533_ 14_5 N. R yz,4 Road Applicant: 777� Type of Development: _ W Traffic Counts Anticipated A.W.V.T.E. from I.T.E. Manual Existing R.O.W. 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Existing Improvements 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Right of Way Required 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Improvements Needed to Mitigate Traffic Impacts of this Develojnent 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Comment s : et— r` BOWDISH RD RD # 0297 * ** NORTH * ** 08/18/86 - 3,430 CURRENT - 3,962 + 5 YRS - 4,820 + 15 YRS - 7,135 + 20 YRS - 8,681 32ND AVE RD # 5971 * ** EAST * ** 08/18/86 - 4,226 CURRENT - 4,883 + 5 YRS - 5,940 + 15 YRS - 8,793 + 20 YRS - 10,698 Station # 4015 Press <Return> to continue. CURRENT & PROJECTED TRAFFIC COUNTS BOWDISH RD RD # 0297 * ** SOUTH * ** 08/18/86 - 4,268 CURRENT - 4,930 + 5 YRS - 5,999 + 15 YRS - 8,879 + 20 YRS - 10,803 32ND AVE RD # 5971 * ** WEST * ** 08/18/86 - 3,034 CURRENT - 3,505 + 5 YRS - 4,264 + 15 YRS - 6,312 + 20 YRS - 7,679 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. PF16 to Exit. Road Number: 0297 - BOWDISH RD Start MP: 00.00 Function Class: Minor Collector Ending MP: 00.40 Rural /Urban: Urban Federal Route #: 4055 Type: Low Type Bituminous Width (Feet): 20 # of Lanes: 02 PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Type: Low Type Bituminous Width (Feet): 20 # of Lanes: 02 .'• EASYDISP V1.01 - ROAD SEGMENT INFORMATION Pavement Shoulders Pavement Medians J r.v :_ .JO? O' �'d . "F•4 i1ft, Type: Surfaced Left (Feet): 04 Right (Feet): 04 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 0297 - BOWDISH RD Start MP: 00.40 Function Class: Minor Collector Ending MP: 00.56 Rural /Urban: Urban Federal Route #: 4055 Shoulders Type: Surfaced Left (Feet): 06 Right (Feet): 06 General Information CI a 1 C I I ..:;:../.:N/ ` ` Y ' \ ' i I I .J via s9 e.on • ....__ - \ • t / i " '1•.. Ill{- •T- -1 u .M PRELIMINARY PLAT OF VKIYITf •.• .[41 1 ". IC,a -.I. Oat. M Yuacs of 101) 1 1Ye Ifa 1p{ VOA .. Ha1H NY 1St y *t. a M 110.1. oars. Of VLSI' W •n• /so b.1/24o w.....�...t o...w !'r/V Labia SAWS matt 90.14 we w of xc SS.tZ*M, cw wN CLARENCE E. SIMPSON ENGINEERS, NC. N.909 ARGONNE ROAD PH:926.1322 o � a., SPOKANE E , WASHINGTON 99212 loss on MIDILOME 5TH ADDITION P 1168 1$ E 13 -78 January 2, 1997 David A. Berto Plat compliance Supervisor Spokane County 1026 W. Broadway Spokane, Washington 99260 -0170 RE: MIDILOME 6TH ADDITION P1168 Request release of bond (Savings Assignment #230 - 029 -00 -7) held by Washington Trust Bank as surety for installation of road and associated drainage facilities for the above mentioned plat. Last reduction was July 29, 1994. Very truly yours, MIDILOME, INC. Robert H. Tomlinson RHT:mb MIDILOME, INC. 3124 S. Regal Street Spokane, Washington 99223 (509) 535-7400 FAX 536 -2666 RESOLUTION NO. 94 168 941. L Vol. 1.66 9 (0 BEFORE THE BOARD OF COUN'T'Y COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF ESTABLISHMENT OF 38TH AVENUE., ROBIE ST REM', UNION STREET AND STUB STREET COUNTY ENGINEERS FILE NO. 298 "S" AND 2431 road purposes: RESOLUTION- ESTABLISHMENT M a coi This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of 381'11 AVENUE, ROBIE S'TREE'T', UNION STREET AND STUB STREET, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 94 -1341, and it appearing to the Board on proof duly made that Notice of !tearing was published and posted in the manner and for the time required by law, and the Board after examining the report and neaps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FUR'T'HER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and that said roads are a public necessity and the same should he 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 November, 1994, being more particularly described as follows: 38111 AVENUE - 50 feet wide, from Pines Road to the northwesterly line of Lot 4 Block 6 (one foot strip) in Midilome First Addition. ROBIE STREET - 50 feet wide, from 38th Avenue south to north line of Lot 9 Block 3 in Midilome Gth Addition. UNION STREET - 50 feet wide, from 38th Avenue to the northeasterly line of Lot 4 Bhick 4 in Midilome 6th Addition. S'T'UB STREET - 50 feet wide, from 38th Avenue to the northeasterly line of Lot 2 Block 1 in Midilome 6th Addition. Loccatrd in the Noftheast Quarter (NE 114) of Section 33, Township 25 North, Range 44 E.W.M. and as shown by the records and neaps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as 38'I'II AVENUE, ROBIE STREET, UNION STREET AND STUB STREET, Road File No. 298 "S ". The road supervisor of he road district in which the said roads are located is 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 is I1ereby Flt.[ Lot 4 Block 6, Midilome First Addition No. 1168 Lot 8 Block 4, Midilome First Addition No. 1168 RF.OIP ' ` Lot 9 Block 4, Midilome First Addition No. 1168 Lot 5 Block 2, Midilome Second Addition No. 116849 Lot 3 Block 7, Midilome Addition No. 1002 { ;. Lot 4 Block 7, Midilome Addition No. 1002 1 3 dedicated for public 53 hi 'J'I SNIP: t.! •. '.'lli. i' . I I it.1l i if; PASSED AND ADOP "TED by the Board of County Commissioners of Spokane County, Washin this 1st day of November, 1994. ATTEST: W1J LIAM E. DONAHUE % CI ERK OF THE BOARD B+_, / ' � �' _ FrnZ DEPUTY nme..e.n,nm. inmeier dL■enRt41.enm BOARD OF COUNTY COMMISSIONERS OF SPOKANI;,y:QUNTY, WASHINGTON Steve, -I tsson, Chair D.E. Cbilberg /C Patricia A. Mummey FROM ANGLE. DIST NORTH EAST TO PE 1168F Black 2 Sideline 3 /8/90 AUTO INVERSE * * * ** START 724.35405 2443.96709 16 16 INV S 83 17 38.0 W 179.8500 703.35177 2265.34759 17 17 INV S 89 34 00.0 W 326.7000 700.88093 1938.65694 18 18 INV S 0 26 00.0 E 275.0000 425.88879 1940.73677 19 19 INV S 26 40 38.0 W 124.9000 314.28440 1884.66119 20 RADIAL N 26 40 38.0 E DELTA 8 24 41.0 LT RADIUS 435.0000 TAN 31.9879 L -ARC 63.8608 RADIAL N 18 15 57.0 E RP - 74.40982 1689.36193 21 20 CHORD N 67 31 42.5 W 63.8035 338.67164 1825.70234 39 TAN @PT N 71 44 03.0 W RADIAL S 18 15 57.0 W DELTA 79 09 46.0 RT RADIUS 20.0000 TAN 16.5345 L -ARC 27.6330 RADIAL N 82 34 17.0 W RP 357.66389 1831.97087 40 39 CHORD N 32 09 10.0 W 25.4869 360.24970 1812.13873 41 TRN @PT N 7 25 43.0 E RADIAL S 82 34 17.0 E DELTA 7 51 43.0 LT RADIUS 435.0000 TAN 29.8916 L -ARC 59.6893 RADIAL N 89 34 00.0 E RP 416.49119 1380.78981 42 41 CHORD N 3 29 51.5 E 59.6425 419.78111 1815.77737 43 TRN @PT N 0 26 00.0 W 43 INV N 0 26 00.0 W 390.1600 809.92995 1812.82658 44 RADIAL S 89 34 00.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 0 26 00.0 W RP 810.08121 1832.82601 45 44 CHORD N 44 34 00.0 E 28.2843 830.08064 1832.67475 46 TAN @PT N 89 34 00.0 E 46 INV N 89 34 00.0 E 590.0100 834.54290 2422.66787 47 RADIAL N 0 26 00.0 W DELTA 89 59 00.0 RT RADIUS 20.0000 TAN 19.9942 L -ARC 31.4101 RADIAL N 89 33 00.0 E RP 814.54347 2422.81913 48 47 CHORD S 45 26 30.0 E 28.2802 814.70055 2442.81852 49 TAN @PT S 0 27 00.0 E 49 INV S 0 27 00.0 E 65.3600 749.34256 2443.33185 50 RADIAL S 89 33 00.0 W DELTA 2 00 12.0 LT RADIUS 715.0000 TAN 12.5012 L -ARC 24.9998 RADIAL S 87 32 48.0 W RP 754.95810 3158.30980 51 50 CHORD S 1 27 06.0 E 24.9985 724.35205 2443.96515 52 TAN@PT S 2 27 12.0 E LAT & DEP 0.00200 0.00194 52 HCLOSE N 44 11 23.8 E 0.0028 724.35405 2443.96709 16 PREC = 1 TO 786773 Area = 124187.89 sq ft 2.85096 ac FROM ANGI DIST NOR EAST TO PE 1168F Block 3 sideline 5/8/90 AUTO INVERSE # * #x# START 357.47877 1741.29692 53 RADIAL N 6 51 25.0 E DELTA 6 40 20.0 LT RADIUS 435.0000 TAN 25.3570 L -ARC 50.6567 RADIAL N 0 11 05.0 E RP - 74.40982 1689.36193 21 53 CHORD N 86 28 45.0 W 50.6281 360.58792 1690.76437 22 TAN @PT N 89 48 55.0 W 22 INV N 89 48 55.0 W 49.5500 360.74767 1641.21463 23 23 INV N 0 26 00.0 W 332.8700 693.60815 1638.69713 24 24 INV N 87 59 39.0 W 205.4800 700.80020 1433.34303 25 25 INV N 18 06 36.0 E 38.3800 737.27892 1445.27316 26 26 INV N 59 33 43.0 W 124.6800 800.44262 1337.77689 27 RADIAL S 59 33 43.0 E DELTA 5 26 11.0 LT RADIUS 623.8000 TAN 29.6162 L -ARC 59.1879 RADIAL S 64 59 54.0 E RP 1116.46377 799.95064 54 27 CHORD N 27 43 11.5 E 59.1657 85 2.81805 1365.29777 55 TAN @PT N 25 00 06.0 E RADIAL N 64 59 54.0 W DELTA 85 29 07.0 RT RADIUS 20.0000 TAN 18.4830 L -ARC 29.8400 RADIAL N 20 29 13.0 E RP 844.36516 1383.42368 56 55 CHORD N 67 44 39.5 E 27.1483 863.10020 1390.42356 57 TAN @PT S 69 30 47.0 E RADIAL S 20 29 13.0 W DELTA 20 55 13.0 LT RADIUS 551.6700 TAN 101.8491 L -ARC 201.4300 RADIAL S 0 26 00.0 E RP 1379.87816 1583.50471 58 57 CHORD S 79 58 23.5 E 200.3129 828.22393 1587.67701 59 TAN @PT N 89 34 00.0 E 59 INV N 89 34 00.0 E 155.0000 829.39620 1742.67257 60 RADIAL N 0 26 00.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 34 00.0 E RP 809.39677 1742.82383 61 60 CHORD S 45 26 00.0 E 28.2843 809.54804 1762.82326 62 TAN @PT S 0 26 00.0 E 62 INV S 0 26 00.0 E 390.1600 419.39919 1765.77405 63 RADIAL N 89 34 00.0 E DELTA 6 35 30.0 RT RADIUS 385.0000 TAN 22.1709 L -ARC 44.2928 RADIAL S 83 50 30.0 E RP 416.48743 1380.78506 64 63 CHORD S 2 51 45.0 W 44.2684 375.18603 1763.56332 65 TAN @PT S 6 09 30.0 W RADIAL S 83 50 30.0 E DELTA 90 41 55.0 RT RADIUS 20.0000 TAN 20.2454 L -ARC 31.6598 RADIAL S 6 51 25.0 W RP 377.33156 1743.67873 66 65 CHORD S 51 30 27.5 W 28.4562 357.47461 1741.29092 67 TAN @PT N 83 08 35.0 W LAT & DEP 0.00416 0.00601 67 HCLOSE N 55 17 36.9 E 0.0073 357.47877 1741.29692 53 PREC = 1 TO 238803 Area = 93352.49 sq ft 2.14308 ac 1 t) W N m W COURTESY RWRDINO • P - ` First American Title INSURANCE COMPANY and Dated Filed for Record at Request of Name 9401050359 Right of Way Department Address W. 1026 Broadway City and State Spokane, WA 99260 Attn: Ray Moon Full Reconveyance The undersigned as trustee under that certain Deed Mist; dated -May -7 THr. oPACE RESERVED FOR RECORDER'S USE: RECEIVED FILED OR RECORDED REQUEST OF Jut 46 194 j.tat. WI! fA AUDITOR SPOIUNE. C0UN t. WASH. 6 /Roc /9 1G20PEE 717 n winch Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and WA-38 (Rev. 1 /87) Spokane County recorded on May 14, u) 94 as Auditors File N in Volume 1190 of Mortgages. at page 642 records of Spokane County. Washington. having received from the beneficiary under said Deed of Trust a written request to reconvey. does hereby reconvey. without warranty. to the person(s) entitled thereto all of' the right. title and interest now held by said trustee in and to the property described in said Deed of Trust. situated in Spokane County. \Vashington. as follows: AS DISCLOSED IN THE ORIGINAL DEww OF TRUST REFERENCED ABOVE July 1, STATE OF WASHINGTON COUNTY OF I SS. 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 es free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 19. .._.... Notary Public in and for the State of Wash- ington, residing at 94 FIRST AMERICAN 17 7r77 TNSTTRAN('F. r'n$PAN' (Trustee) c itot-e— (Name - Title) Karol Shalman- Assistant Se" ''etagv (Name - I ' ViI F, L t, z � . . �, \SS I O,y . O � . • O 'o •••� U NO TARY p CD -1¢, N STATE OF WASHINGTON ► , pVBIiC • t �' COUNTY OF Spokane ,9,9cN 0, 1 e On this lst day of Ju -.: ••- .• -••• r. 1e . --- . > .4.., before me, the undersigned, a Notary Publicin aialk'4c$ e: State of Wash - ington, duly commissioned and sworn, personally appeared1 1*- Karol Shalanan _ and. me known to be the President and Assf,st. Secretary, respectively, of First American Title Insurance, company the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corpor- ation, for the uses and purposes therein mentioned, and on oath stated that she_Ss.......... authorized to execute the said instrument and that the seal affixed is the corporate pgll o -said corporation - Witness my hand en)i/ofoal seal here ty�iffiXcji t�(e day and year first above written. Notary Public in and for the State of Was residing at SpOkalla FIRST AMERICAN 1 4..9- 1.. ... Midilome i, grantor Inc. L. beneficiary. Spokane County Engineering 1026 W. Broadway Spokane, WA Attn: Jack Bosch Re: 99404 -KS Dear Mr. Bosch: Enclosures KS /cjh } First American Title Company of Spokane East 40 Trent Avenue • Spokane, WA. 99202 • (509) 456 -0550 • FAX (509) 747 -2761 Enclosed are the copies of the Deeds of Trust we talked about. The Amended Deed of Trust recorded July 8, 1991 was reconveyed, however the original Deed of Trust recorded May 14, 1991 still needs to be reconveyed. If you have any questions, please feel free to contact me at 456 -0550. Very truly yours, , C")) 4Zt e � ai 7774 Karol Shakman use. Please send Full Reconveyance and invoice for fees in connection with reconveyance to the attention of Ray Moon - Right of Way Department, in care of Spokane County Engineers Office. Dear Ms. Shakman: RE: Resolution No. 91 -0619 Dated May 7, 1991 Please prepare a Full Reconveyance in accordance . with the attached request. Please state on Full Reconveyance and billing invoice Resolution Number for our First American Title Company of Spokane Attn: Karol Shakman East 40 Trent Spokane, WA 99202 Attn: Reconveyance Department Enclosures title /forms /jp OFFICE OF THE COUNTY ENGINEER • Ronald C. Horrnann, P.E., County Engineer A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director February 24, 1994 Very truly yours, Ray Moon Right of way Department (509) 324 -34021 W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 The undersigned Beneficiary previously accepted that certain Deed of Trust dated the 7th day of May, 1991, filed for record on May 14, 1991, with the Spokane Auditor at Auditor's File No. 9105140162, in Volume 1190, at page 642, from the Grantor, Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., with First American Title Company, W. 704 First, Spokane, Washington 99204, as Trustee, for the purpose of securing Grantor's completion of certain roadway, drainage and sewerage improvements to satisfy conditions imposed by Beneficiary on the plat of Midilome 6th Addition, PE 1168F and ZE 13 -78, in the original estimated amount of $144,000.00. Grantor has supplied other security suitable to Beneficiary respecting the real property conveyed to Beneficiary in said Deed of Trust. You, First American Title Company, as Trustee, are therefore requested, upon payment of all sums owing to you, to reconvey without warranty, to the person(s) entitled thereto, the right, title and interest now held by you thereunder to Lots 5, 6, 7 and 8 in Block 3, and all of Blocks 1, 2 and 6, in Midilome 6th Addition, Spokane County, Washington. DATED this M day of /`'f hrw a r , 1991 SPOKANE COUNTY(Beneficiary) ATTEST:I' � ^�R _ WILLIAM `DONAHUE Clerk e Board r By De Clerk STATE OF WASHINGTON ) ss County of Spokane Authorized pursuant to Resolution No. 91 0619 REOUEST FOR FULL RECONVEYANCE Board of Cou• v .mmissioners of Spoka By: Hasson n ashing .n On this day personally appeared before me Steven Hasson, to me known to be a County Commissioner and Chairman of the Board of the page 1 County Commissioners of Spokane County, the political subdivision of the State of Washington that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said County, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of said Board and County. GIVEN under my hand and 'official seal this 4 day of February 1994. Bits. J Notat ,Orrin in and for the State of Washington, residing at Spokane. My commission expires 4•4/•9P * NOTARY PUBUC * * FOR THE STATE OF WASHINGTON * * RAYMOND t MOON * * MY COMMISSION EXPIRES: * * JUNE 21, 1997 * • * * * * * * * * * * * * * * * * ,s ** * * * * ** page 2 - 91 43619 9105140162 DEED OF TRUST 119OPAGE 642 This Deed of Trust made this / day of , 19�! by and between GRANTOR, whose name and address is Edgar Bueschke Louise Bueschke, Emma S. Hawkins and Midi_lome, Inc. S. 400 Jefferson, Suite 333, Spokane, WA ; a corporation, TRUSTEE, whose name and address is First American Title Company, W. 704 First, Spokane, WA 99204 and SPOKANE COUNTY, a municipal corporation and political subdivision of the State of Washington, Beneficiary, whose address is West 1316 Broadway, Spokane, Washington, to -wit:. Grantor hereby bargains, Belle and conveys to Trustee, in trust, with power of sale the following described real property in Spokane County, Washington: Lots 5, 6, 7 and 8 - Block 3 in Midilome 6th Addition All of Blocks 1, 2 and 6 in Midilcme 6th Addition The property which is the subject of this Deed of Trust is not '. used principally for agricultural or farming purposes. This deed is for the purpose of securing the obligation of the Grantor herein not to hell, convey or apply for building permits on any lot aosipned herein until the Grantor conetructo.all roads, drainage structures and facilities, sidewalks, monuments, curbs and other facilities in accordance with the approved plane on file in the Spokane County Engineer's office. Theae plane are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592, as amended, and Conditions of Approval in the Findings and Order for MIDILCME 6TH PE1168F and zone change ZE13 - 78 . The Grantor agrees to complete and above- mentioned improvements by June 1, 1992 . In the event these improvements are not completed by the above - mentioned date, the Grantor is considered to have defaulted on the Deed of Trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's estimate for these improvements is $ 144,000.00 it is further understood that this Deed of Trust in for the actual cost of improvements at the time they are made, which cost may exceed the Spokane County Engineer's estimate. -1- voi.11.9OPAGE 643 To protect the security of this Deed of Trust, Grantor covenants and agrees: (1) To keep the property in good condition and repair; to permit no waste thereof; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. (2) To pay before delinquent all lawful taxes and assessments against the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. (3) To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including costs of title search and attorney's fees in a reasonable amount, in any such action or proceeding and in any suit brought by Beneficiary to foreclose this Deed of Trust. (4) To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of Trustee, incurred in forcing the obligations secured hereby and the Trustee's and attorney's fees actually incurred as provided by statute. (5) Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the amounts so paid, with interest at a rate of 12 percent, shall be added to become a part of the debts secured by this Deed of Trust. It is mutually agreed that: A. RECONVEYANCES: (1) Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: (a) No notice of default remains uncured; (b) Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: i. Construction by the Grantor of all roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or ii. Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Benefi- ciary; provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or iii. Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts; provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a written development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be approved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance. (2) Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. (a) Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as hereinbefore stated. (3) 119OPAGE 644 Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such action as may be reasonably required in order to carry out the intent and purposes of this Deed of Trust. (4) Default. Upon default by the Grantor(s) in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Beneficiary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: • 4 (a) To the expense of sale, including reasonable Trustee's and attorney's fees; (b) To the obligations secured by this Deed of Trust; (c) The surplus, if any, shall be distributed to the persons entitled thereto. (5) Trustee shall deliver to the Purchaser at the sale, its deed without warranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrances for value. (6) The power of sale conferred by this Deed of Trust and by the Deed of Trust Act in the State of Washington, is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. ( Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the Successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party, unless such action or proceeding is brought by Trustee. (8) This Deed of Trust applies, inures to the benefit of, and is binding not only on the parties hereto, but their heirs, devisees, legatees, administrators, executives, successors and assigns. By: a0 i Louise Bueshhke Tree � — /t e . i� 1 GRANTOR BY: / Fame S. Hawkins by Loui se Buesch rne ` 4 In the event of the death, incapacity or disability or resignation of ux t y EdF Buesc ke - \ ATTEST' ,WILLIAM E Doi .HUE f : C f LERKMfl' .ARD *:_9 GRANTOR MIDIL By* ���2if7E���- fir a��/ ?resident Vu L. 1 J 9nPAGE 645 Chaff ?n, Board of County Commissioners of Spokane County, Washington i • APPROVED AS TO FORM: SPOKANE COUNTY „PROSECUTOR_S OFFICE By: ciAL STATE OF WASHINGTON County of Spokane On this day personally appeared before me Edgar Bueschke and Robert H. Tomlinson Louise Bueschke Einwi S. Hawkins by ionise Bueschke, Attorney in -fact known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated. GIVEN UNDER MY HAND and affixed my official seal this 25th day of April 19 91 \\ \ ;4M f 3,:e 2 /Notary Public n Be SCate of Washington, res4Oilig45 My commission expirtn:7 TRUSTEE: Received this day of 0347o rt CEIVE,D FILED O RECORDED REQUEST OF _ HAY 1 12 26 PM.'SI WU.l #AM E. DONANUE AUDITOR ' SPOKANE. COUNTY. WASH. INTEROFFICE XYY 7 7 7 -5- By: voL.1190pAGE 646 No . 91. 0619 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF ACCEPTING A DEED ) OF TRUST FOR MIDILOME 6TH ADDITION ) R E S O L U T I O N (PE 1168F, ZE 13 -78) WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commissioners of Spokane County has the care of County property and the management of County funds and business; and WHEREAS, pursuant to RCW 58.17.130 and the Spokane County Code, the Board of County Commissioners of Spokane County are authorized to accept satisfactory security, providing for and securing the actual construction and installation of improvements required for subdivision approval; and WHEREAS, final plat approval is pending for Midilome 6th Addition, and the Spokane County Division of Engineering has approved the road plan submitted by the developer as required by the conditions of approval; and WHEREAS, the developers of Midilome 6th Addition have requested the use of a deed of trust on those lots within Midilome 6th Addition fronting on the public roads to be constructed as security for such road improvements; and WHEREAS, the Division of Engineering has recommended the acceptance of such deed of trust as security for road improvements in said addition; NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Spokane County be authorized to execute that document entitled "Deed of Trust ", whereby the developer of Midilome 6th Addition will convey certain lots of said plat in trust to\ Spokane County for the purpose of securing road improvements in said addition. PASSED AND ADOPTED this 7 day of , 1991. ATTEST: WILLI .. DONAHUE, Cler o the Boar Deputy Clerk on, Chair BOARD OF OF SPO TY ,COMMISSIONERS OUNTY, WASHINGTON Patricia A. Mummey res \midilaoe mcd Authorized pursuant to Resolution No. 91 0619 REQUEST FOR FULL RECONVEYANCE The undersigned Beneficiary previously accepted that certain Deed of Trust dated the 7th day of May, 1991, filed for record on May 14, 1991, with the Spokane County Auditor at Auditor's File No. 9105140162, in Volume 1190, at page 642, from the Grantor, Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., with First American Title Company, W. 704 First, Spokane, Washington 99204, as Trustee, for the purpose of securing Grantor's completion of certain roadway, drainage and sewerage improvements to satisfy conditions imposed by Beneficiary on the plat of Midilome 6th Addition, PE 1168F and ZE 13 -78, in the original estimated amount of $144,000.00. Grantor has supplied other security suitable to Beneficiary respecting the real property conveyed to Beneficiary in said Deed of Trust. You, First American Title Company, as Trustee, are therefore requested, upon payment of all sums owing to you, to reconvey without warranty, to the person(s) entitled thereto, the right, title and interest now held by you thereunder to Lots 5, 6, 7 and 8 in Block 3, and all of Blocks 1, 2 and 6, in Midilome 6th Addition, Spokane County, Washington. DATED this U day of / {hr„a sy , 1993 SPOKANE COUNTY(Beneficiary) By De uty Clerk STATE OF WASHINGTON ) ss County of Spokane Board of Cou of Spoka Steve Hasson ATTEST'i . „` Chai n WILLIAM' - DONAHUF .' Clerk e Board' mmissioners ashing On this day personally appeared before me Steven Hasson, to me known to be a County Commissioner and Chairman of the Board of the page 1 County Commissioners of Spokane County, the political subdivision of the State of Washington that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said County, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of said Board and County. GIVEN under my hand and official seal this 4 7 4a day of February 1994. trisdow Nota Public in andfor the State of Washington, residing at Spokane. My commission expires ¢•R1.9y • * NOTARY PUBUC * * FOR THE STATE OF WASHINGTON * * RAYMOND T. MOON * MY COMMISSION EXPIRES:. * * JUNE 21, 1997 * * ** * * * * * ** * * ** **- : *-s ** * *** page 2 tecerevk Filed for Record at Request of Midilo e, Inc First American Title INSURANCE COMPANY S. 400 Jefferson Suite 333 City and State Spokane, WA 99204-3143 Full Reconveyanee The undersigned as trustee under that certain Deed of Trust, dated MaY 18....`1.3, in which is grantor and is beneficiary, recorded on July 8 19 91 ee Auditor's File No 1204 , In Volume of Mortgagee, at page 13 records of Spokane County, Washington, having received from the beneficiary under said Deed of Trust a written request to reconvey, reciting that the obligations secured by the Deed of Trust has been fully satisfied, does hereby reconvey, without warranty, to the persons) entitled thereto all of the right, titlo and .interest now held by said trustee in and to the property described in said Deed of Trust, situated in Spokane County, Washington, as follows: Y Edgar Bueschke, Inuise Bueschke, Etna S. Hawkins and Midilrne, Inc. Spokane County STATE OF WASHINGTON COUNTY OF J °' , On this day personally Ruptured before me Doted June 17 9 19 to me known to he 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.. 9306210401 AS DISCLI;ED TN 'DIE ORIGINAL DEED OF TRUST REFERENCED ABOVE. n.UF3�ra / "7C / ,CD�IPIIGIY By m: - Title) Timothy G. Krell Ass7,strank,.5per ta (Name • Tide) ESTATE OF WASHINGTON COUNTY OF Spokane On this ..1703 day of •,tute. ._ before me, the undersigned, a Notary Public In end for the Stele of W ed' melon, duly conuoissloned and sworn, personally appeared T inuths...SE.. ... PF.e.I,' Y ' tun wet .t.., • x01 incomes use, .q Jux ii .L 23 to::. "'Sill. Yo). 144 5 «1 9107080261 and to me known to be the President erid.lLSS.7.StaO.tSetretary, reepectively,of.. First 4'lerigan T4tl.° 11ISlIrAt.t.e...Cr:T4)00 the corporation that executed the foregoing Instrument, and acknowledged the said Instrument to be the free and voluntary act and deed of said corner. agenmrpr anon, for is authorised the uses and pur therein mentioned, and on oath stated that • e W execute the said Instrurrumt and that the seal GIVEN under my hand and o ®af1t aPMs d gf�l he Is thhe e corporate seal seal of of sold ld corporation, dry of . y �/ acfv -. 1... wane.. my hand and ' A ^A tl Ne el h ereW lazed a day and year ern t le : P ct - ote wNlten. • ............ l otery Public In and for th6�taC f 44, w . ' 4 ^� 'onion, residin at ` `."' '' Z' ntnry Public In end fe the plats of Wash! A-38 7. • ..Perf. e ' p 'eliding at . SpoY • °oSTA7E OF`ao teernrranaea PAGE - 1 Authorized pursuant to Resolution No. 91 0650 REQUEST FOR FULL RECONVEYANCE The undersigned Beneficiary previously accepted that certain Amended Deed of Trust dated the 14th day of May, 1991, filed for record on July 8, 1991, with the Spokane County Auditor at Auditor's File No. 9107080261, in Volume 1204, at page 1376, from the Grantor, Edgar Bueschke, Louise Bueschke, Emma S. Hawkins and Midilome, Inc., with First American Title Company, W. 704 First, Spokane, Washington 99204, as Trustee, for the purpose of securing Grantor's completion of certain roadway, drainage and sewerage improvements to satisfy conditions imposed by Beneficiary on the plat of Midilome 6th Addition, PE 1168F and ZE13 -78, in the original estimated amount of $174,000.00. Grantor has supplied other security suitable to Beneficiary respecting the real property conveyed to Beneficiary in said Amended Deed of Trust. You, First American Title Company, as Trustee, are therefore requested, upon payment of all sums owing to you, to reconvey without warranty, to the person(s) entitled thereto, the right, title and interest now held by you thereunder to Lots 5, 6, 7 and 8 in Block 3, and all of Blocks 1, 2 and 6, in Midilome 6th Addition, Spokane County, Washington. ATTEST:r" , . 9F" WILLIAM' DONAHUE,• Clerk he Board, ` 0 uty- ,Clerk .1 STATE OF WASHINGTON County of Spokane On this day personally appeared before me John R. McBride, to me known to be a County Commissioner and Chairman of the Board of the County Commissioners of Spokane County, the political subdivision of the State of Washington that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said County, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of said Board and County. GIVEN under my hand and official seal this ]1 — day of Q ➢ ! 1y__ , 1991. DATED this /7 day of PAGE - 2 ss 1991 SPOKANE COUNTY (Beneficiary) Board of County Commissioners of Spokane County, Washington .hi It n 1 P AIL - Notary Public in and for the State of Washington, residing at Spo ne. My commission expires DATE = 1/19/91 DESIGNER = K W MCMULKIN BASIN A1 itiVf.frr- AG g‘17 PROjECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = olONHWATEN DRAINAGE SUSAREA 1 = .04 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .04 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES • Ct = .15 L = 18 N = .016 S = .02E1 CHANNEL FLOW VALUES L = 98 21 = .172 Z2 = 16 . .016 0 = .006 Ti) = .0856 rOMPUTED VALUES DUR = 5.00 110 = 3.13 010 = .11 OA = .11 RATIONAL FORMULA HYDROLOGY Ctrizis OFERtrAC ON CoNttrikatous erzfrspe. 0.. 0 41A1Tect vevnizessioN NT INLET ■ot 0.0 'DEPTH of ?Low (IN Feel) Fizom Ftci. tCO 0.) z 0.0t . Lew all THEN 6.47FT• 614 A-0, 0.0t-1 itECL tgE.D 'To INTERCEPT f Low THegeFOge ; tWAVEWAY 12 nAtN. /20 W1Mt. > 6.41 (0" cwze cu-c 11■■ I II , ■ j ■iS I ■■IL 1 / //J III ! 1 I, I l I';' I 1 I t I I 1 1 1, 1 I I - • -s •.4-d ..��.. I r- . LN -1. i 11� S I 1 j 1 1 JiA i ilk / ! 1 I �,+I • I I 1 1 . t I f , r— t l 1 1 I i I 1 11 '1 1 I. 1 I I . 1 i I I _, 11 II 11 I 1— // 1I 1 1 1 1. 1 1 1 1 I if 1 1'I1.11 . 1, 1. 1 1 I I I I { /' 1 1;1 i I t 11 1 I I II II I � ���i� 1 I I I ii H o llI - I • °A' _I .I_I - -1-.1- 1. -1- . 171 , _ I t ■�■M sow I _ . V i w ■ alCS ■ I t t j 1 I 1 1 I ���/� ► � � R + � _ 1. I I 1 1 1 1 I r A �4V AstrailipAT w .. IN +�—i— a — I — i� ' —.L I ; • �L . 1 I I I 1-- I I ' I 1 1 11r l .. 1 1 1 I / t I 1 1 1 ' 1 ► I I! i I 1 ! •1 1 , 1 1 I 1 I I 1111 I I ,: „1 1 1 1 I • I 1 1 I I I t I // I 1 1 i I I I I I II•I 1 1 1 1 1 I I I ,. •I 1 1 1 1 1 I...•I 1 1 1 1 1 I I I 1 1 1 1 1 l 1 l I • 1 1 • 1. 1 I Mann NUniin-r 41 MI an I MM9'N o�■■■��■■M 1 111 II a/ MIC iy,NN Yxz : :— i i% =� a r � ! 1 1. - -1- -1-4 i• [ LE 1-f-- � ���i� � l _ I •o —r I I L I I 1 I 1 /4 r .0' (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- FEI.. S .04 05 .04 .011 JO • .2 • .. r0 • L/ CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 a .4 .3 .• 1.0 .0 .01 1.0 4 10 0 .3 .4 .3 0 L 10 0• 0 e 3 2 • .e • 0 3 00 A7 A ToTq A QPVT. I N I U n L 0 w1€ c $ T 4 A D I I O N SToC{WIVJATER DRAINAGE CALC5. z 6.o z IN. A I0,OCD FT•z 1 [Hit 30 r. l FT. -t 38 FT• - 1 FT• A - I`80 VI- A 6 FT. r l0 %"0 F 50■L. (// DK�V E$ — Q' Z e I D O D FT. 4 z } = &Q - 1 9 1 14 $ z GRASS ZDS STogAGE izeokn+,zEt O D /D FT, Do FT. RoofS " 4 ' I / 2 e 2000 FT z `1lyQ" 0 FT f/ CY 454 FT N'0. I22oo I /Ici /97 (Kwm) .= 5666 f t. ;* 2 IN. - 2 r - 6 FT 12 IV FT• ImPERv. 5666-F S c 9000+4000 (9 O, Sbcw 0.cl) Ac.RC / A7 38TH AVE. AVAII,A$LE Wl l DIL -owE DoT" ADDITION STov_w1WicE> DfzAInIAGE CALCS. C1zoSS - $EC?IookL AREA DF SWALE %2�E 0.5)Ez.4s) + (1z 2 / I (0.5.3Ez•4a).- (0.512.4) z 2.4 0.6cou 0.6200 _ 1.20'00 GgADE AND LENG of SWALE \F t- IOb ft AND I.O SWALE WIRY $E CONSIDERED NO. 12200 1/19/11 (KW Wt) FLAT A7 Z l8o FT_ C o.G% C-) 1 DgIvE @ 4 fT. S g" . T O RAG E VOLuWIE : I ' J 14,9 5 , S Sµ \L �` 18 D FT. — Ii$ FT. z T. X 2.44 FT. t 40D ft- 0 DRiVE dais' - eQUI REP 4 I� 208 STORAGE ¢EQuIRED c. 2 G F z) 1— TYPE $ DRYWELL 396 FT. 40t F'[• > 398 FC > 236 FT• STORAGE X60 5.S r YY\ \DILOWIE T -1 - STDgmWATEK DRAINAGE CAL-CU Lq - rIONS 5.E lv 3 2.4 13.0 EASEWIHNT 6 2.4 7 58 6 5.8 To? DR\VEWAY RAW 1.0 e�R.0 SWAGE Svrfowl CS -055 SECTiONA'- AREA of SWAL.E 0.5 i4 2.48) t (i ff 0.5 *. z.48) 0•6200 0.6200 2.00% I.2.O - O0 4.0 N0. IZ.ZOD Pai /1I (KW hl ISr.,rmowv Z CONG. CURB SIDE WALK Q.5 x z.4) 2.44 FT• x DATE = 1/19/91 PROJECT NAME = 6TH � ADDITION DESCRIPTION = STORMWATFR DRAINAGE SUBAREA l = .45 ACRES SUBAREA 2 = .94 ACRES OVERLAND FLOW VALUES Ct = :l5 L = 390 N = "4 S = .()l CHANNEL FLOW VALVES .L = 0 TO = 0 COMPUTED VALUES CUR - 1 Il0 = Q10 = QA = 9y60 (/ ,` . / RATIONAL' FORMULA HvDRnLOGY DESIGNER = K W MCMULKIN BASIN A7 ;SUBAREA 1 RUNOFF = .9 • SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 1."39 ACRES COMPOSITE RUNOFF COEFFILIENT = . l � �*R STORM CALC DATE = 1/19/91 PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE t t Intensity Qde»" Yin Vout Storage o. (� ft � ) (min.) (sec") "(in,/hr.) (c^f.s.) (cu. ft.) (cu. ft.) 5.0 300 5.16 1.74 698 300 598 10.0 400 2"24 1.22 993 600 363 12.4 * 742 1.99 1.03 1077 742 , 336 ^ 1 77' .97 1113 900 213 15.0 900 20.0 1.700 1.45 7 79 1150 1200 -50 25.0 15()0 1.21 .66 1138 1500 • -342 30^0 1800 1.04 .57 1165 1800 -655 3=1.0 2100 .91 � .50 1169 2100 -931 40.0 2400 .92 .45 1187 . 2400 - 1215 45.0 2700 .74 .40 1193 2700 -1507 - 17�� 50.0 3000 .68 . ` .37 1207 . 3000 3 -2059 .64 - 550 3�09 . .35 1241 � 60.0 3690 :41 ^33' 1285 5690 - 2317 65.0 3900 .60 . 1349 3900 -2551 79'0 4200 .58 .32 1410 4200 -2790 3o6 4500 � 0 75.0 4500 .56 .30 1440 - � 30.0 4600 "�� . . .2 4S00 3358 - 9 1462 28 1505 5100 -3595 2= 5100 .` .32� . 90.0 5400 ;,.50,, ` � , ^27 1545 5400 -3057 ^ 5700 '4l08 .27 1592 75.0 5700 .49 � . 5700 � 1639 6000 -43�1 100.0 6()00 .�.^48 ' . .26 ,��� � � �`� THE MAXIMUM STORAGE IS 397.98436 CU. FT. * The time of concentratiOn is 12'^3585 minutes. The Undeveloped flow out is 1 c,f.s, TEN YEAR STORM CALC BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN A7 a^���~ *,'������'^�� DATE = 1/19/91 PROJECT NAME DESCRIPTION =,STORMWATER,DRAINAGE..z.' SUBAREA :1 =„28 ACRES TOTAL AREA OVERLAND FLOW VAL 0: 13 •r— MR). 6.7A pik; Evy,s.,41- - UES 0. 15 -a— wanD.siii App., &gel; a ?Nvem anti' 0.28 - Ct = .15 18 N = .016 S. = .028 CHANNEL FLOW VALUES r - L = 262 Z1 = 36 =. N =.016 8 =. 0' o =- .006- TD = ,1774 COMPUTED VALUES .DUR = 5.00 110 = 3.18 010 = .80 OA :80 = .28 ACRES COMPOSIT RATIONAL. FORMULA HYDROLOGY DESIGNER =K W MCMULKIN BASIN A7 (6TH)-F 8 .(5TH) 1 MIDILOME 6TH ADDITION,. • SUBAREA 11,RONOFPCO&FICIENT =. .9 ,-1 I 1 E RUNOFF COEFFICIENT = .9 • 14 F (f) VAID‘LowlE GTI- ptprritN STogrAwkveg. r.nz-Att\I 116.6E CaLcs a 0.50 cf S d 0.014- cc. 4 - t•- u A( .W1_ P1 LOnle_ 4 ft.t>s). EN T.. ARE . "13." S 14.. SF.Pc.4.1s. i _CiA.S5. j,N.1...,e T L... Wits.cgt,..V&u yr...._.p.p, .....-c;. -- ,•, i . , .., . vgoci NO, Tio° . , -I. • • 1 t-,ett • ' • ODO T's 1 . 1 1/19 191 CK, viel . . . v. STA. c11 3 8 Pole; - 4 7-it 56C,It • • itt ttte•it. r itt ' t. '41 F T r .-:.,.—,--......—. .... ..,, - I. .:.' 1 ''• it,; 1. t _„ _ •••■4 • Cit';i3 3 1 % 7 : • '" 950 d- 4: It 1- • 17 le Sy, ;it., Cug.e. OPENING AT LOW POINT THerEFOgE fre0 WerPG Fog STogyvAWATER r -yr enie tf T /9 a . •4- • k.: , •;•• 0. _ r 5314* z 0.11 ft. \At- 0.33 fl• vt ... Q . �50 L.---=- 312- 3/4 = z 3.41 f T. 3.DS1 H 3.0.81 ( Ti-iEgEFOgE USE 2 SPECIAL ug.B INLETS E Z. FT-,. &NINES' 4.0 FT. ta?• 2S Li;,'"1 <ti I ( J-t-5 - It - . 1 "'" LIL . Eke N 4 S " iss■ WO" 2500 FT. T tne,L a 19.4.0 WO X iN z m 46,OCO FT• A IraPGRYl • MIGILOME AOU lZ ION NO. 11940 20$ DRAINAG CALCU LATIDNS 'l _ 10- 99 (KWM) l ACRE 44,000 rt? z (. 0 (o ACRE 43 fT.'- A p T. L =• 59 IN? X 2500 T.Z x 0450 FT.z met I _ ... 6.15 ACRE _ ) 2000 F7 i + IODO FT? —' Pc p wES L ~ 3� LOTS X ‘..OT z D sop F T. i 445o r -t 10,500 FT. I4050 FT. G.39 F.Cr .E - P` ea ss = 4 4 1 000 FT• 14,950 PT.' c 29 050 FT.Z O. 67 ACRE 1— ovERc Z I * OR L- wtwr+wa.... ... 3`D E . 2..4 0 e .. a 202) STPRAGE. YOLumE.. REO • 6450 FT- X � ? — 2GG1 FT. 4 AREA IMEAS. REP FROYN DRAINAGE PLAN w/ RANI meTER. 1 ICI? = 2500 F'S. SCALE : I" a 5o N BASIN v C? P` PPYT: z 5.55 z- A A • A IYNPeR'JIO4S r '2 S N.Y. G t 0 et. 2 + 0..56 364.44 (_s 1.4e* 5.35 - 135.4 9 a 2.11 -' N./DIL00E 5T" ADDITION 420S4_DRL INysE....CALCUI.ATIONS Z 2540 64, 000 fl. 7- A 2 .._ - .._.. 20oo ft t 10001 * ItooF 5 N 4 L-oTS_ . tazwts R,.yt•.; - 2`1.20 a ER 9 + 65•G3 fiOP�IE E.C. t $5 165.632 35010 -- gto.63 _145 0,0.8 .10 Rr.vtu5 31•42 E 2•01%0 LOT 2500 Fi.z -1 ACRE 43,56D F . — z _.1210D0. -F A GRASS - 64,000_ F.T. L _Z5,815 1 - ... LovERl.nNo -Z. -44 -ft- _219 171O _ .. CHANNI 2 1. 1 ` 64,D.00 FT.2 1.41 ACRE . 51b9-AGE__o�um.E_..RQD.._.?._ \3.,1•1 5 F? Z- x 8'1.5 F s . 12,000 ft: I19 4 -o , 1 (1 .F 25, 0.5c1 t.CRE 38,125 o. Sa hCRE y2 518 FT l2. Ft. (t) ACzeA " A1" "Di LomE CTU ApD. , PAVEmENT AREA "8" 1 W11DILDW1E S ADD. , PAVEh1ENT SPECIAL CufQ, INLET • YA1D \LOVVIE ( 'ADD171 STOR`MWA'cER DRAINA6E CALCS• 3314 cuge OPENING AT LOW poINt TI.IEreFORE fROwt PG. 6 -4D Q = was CFS CJ c 0.1641 F"t • 4l z 0.1641 FT. W 4 1o. x 0.33 FT Gt 3.0S1 3/ 1.-NA L - Q 1.23 Z ,5.q FT. 3.08 (0,1441) 3.081 H /Z L "fNEcEFoRE use 2- SPECIAL CUt [3 INLETS 2 Q 2.0 FT- o / PEN INGS c . 4.0 FT. 4.0 FS./ 5 ' ASSUmE STTpR`MWATER WILL. OPENINGS ALONG 31 1. " CT. WILB£RT VAULT CO. PP-ODUCT NO. 1340 $E CoLLE Rot'E 5T NiO. affl 12200 1/19 191 (Kww+) EN D u 3 STA. 9 + 6 , Z . - 35 1. 1 -1 _ Ave. 11 6UIDELINES Fog STORv1.1wtrer' N1Ar1A6ENIewT lei I H 0.1647 z 0.4991 0.33 THRo4G1-( DRIVEWAY AND 3SLH Ave. I \ / / / // . 1 / / / t.. \ / 1 1 I 1 1 N. w \ \ —'� / / � / 4 / 1 I i -... .. .. .. -...... / / 1 .5 i 1 I \I\ y 1 1 I _ ,• V / p — , rE I -/ L / , / I I 1 1 / „ --...,..::,_ i_ - A, -- - ,, .....„\- .'" - - - - --I \ t\.... 0 1 - COURT _ / N - / — — \ 1 / ■ ■ j ( Z) /4 , \ ` Y. ''' 1� :a 1 11\ i• %sIN' 11 11 \; / - ,,.., �• ,,,r......A .. p ; .� / 0Z / 1.s • # / / r / X9.90 .�� Ex Type G U1 n 2- 5peciat B Drywall 4.0.00 S / I L- Drywall t . \-• —J 1 / J 1 1 // 1 1 Ex./`I 4 z ! ? 1 c r I urb =rttets 1LS.00 ••• mows iitnat ate: rs .t u.:._.; - r wcvra� o �r� !aies +s w••∎• • s+�•� ..m.�� C4. • 84.00 15.00 12 3 115.00 S1.00 el .00 0 I.w \ 1 8 a e , .00 x.0 O 1.4,, a1 4 i 57.111 ti.P L -- RL, 0 0 5 g/ 10 8 0 . 25 14. -1 ' S BASIN C 64.00 / 64.00 0 - 1 g 0 2- Special 1'pe "13 Drywalls • ' Curb 5.5' Curl gl A TOTAL YY\'Dl(.0 ry1E• 6TN ADDVTIUN ..T oYnWA - g DFAiNgGE CALCS. X0,000 f1 1 IN.Z Z A ?foil_ z- z60 FT. i t l8 FT- z 4946 FT- �S vi k - 1 FT. / z �ooFS z ? L 200() FT• 6 0 Ft z A DR JS L 1000 FT - = 2 -top rt • (00 ` o c '/o ovegLNNI: = ' N0. 12 30 1 /z( /91 (KW1v1) CiAz-ge 20"0 SToEAGE KEQu1F =ED • 4 94 F't• X v 2 _ L2 FT. 12 w Y7, 1k Z - 0k:° �•R 61 CKOSS - SECTIOrrAL AREA of sWdLE , ( V 2 0.5 at 2.4 s) - ( o . 5 2 . 4 8 ) (D. 5 u 2 , 4) 1 F D.(„ZOO 0.47-00 1•ZOOD GRADE AND LENGTH OF SVJALE L IDD FT. AnD 1.15 T4 SWALE WIRY FE CONSIDEREI f 1-4T AVS i 0C_r GC VOL!!'Mr: AV AIL A'gLC YVI ID ILOWiC 6 ADC) ITIDN S'CORV DP- RIN/JCGE CALCS. 12— -7 BI z 81 FT. @ I• D �' 537 Ft- 9: Z•4-4 F T i2e(Aulpr .k / "2O- 51DgAs2 VOLumE z 20 FT z) 1— TYPE " E °. t { 210 Fi3 ;AGE IN 3`B rave.) NO I2-Da /al /9l ( 5.$ F fl\ \pILOYAG- (pH ADDITION STDRMWAZE• DRAINAGE CALCULATIONS. zo "'qv/� • O Lok 1 fl'IF� 6' 0,0 5 8 13 z.4 13.0 EASE1MENT 2.4 $WALE BvTTDVh 6 / /NY /k ` 2_4 'N 1_99 0 20,, �9 019‘ 5.8 RAW TOP ['KWEWA'( C...1 SECTIONAL- AREA of SWALE 1.0 4,0' 2.00 NO. zLOO I /z1 /91 (C'ti �CONC cuR6 SIDEWALK (% 1E 0.5 42.48) -I- (k g0.5 2 +(0.5X z.4) "2.44 FT• 0.(0200 0.6200 I•zo-00 / / RATIONAL FORMULA HYDROLOGY I/21/R1 DESIGNER = K W MCMULKIN BASIN rl L ECT NAME = MIDILDME 6TH ADDITION UE5CRTPTInN = STnRMWATER DRAINAGE . /// SUBAREA 1 = .32 ACRES SUBAREA 1 RUNOFF COEFFICIENT = 9 / SUBAREA 2 = .74 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 1"06 ACRES COMPOSITE RUNOFF COEFFICIENT = .37641509434 OVERLAND FLOW VALUES Ct = .l5 L = 460 N = .4 S = .029 CHANNEL FLOW VALUES L = .0 TD = 0 COMPUTED VALUES DUR = 9.91 Il0 = 2.'3 D10 - QA = O. }0 /� (Th ,.> / BOWSTRING CALCULATIONS = 1/21/91 DESIGNER = K W MCMULKIN BASIN DI -ROJECT NAME = MIDILnME 6TH ADDITION UESCRIPTIPN = STORMWATER DRAINAGE / t t Intensity Qdev. Vin Vout Storage. (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5^0 500 3.19 1.27 510 .300 210 9.9 * 595 2.25 716 595 121 10.0 600 2.24 .09 717 600 117 15.0 900 1.77 .71 77S 900 -122 20.0 1200 1.45 .58 911 1200 -389 25.0 1500 1.21 .40 022 1500 -670 30.9 1800 1.04 .41 831 1000 35,0 2100 .21 .36 836 2100 -1264 40.0 2400 .82 ^33 851 2400 -1549 2700 .74 "30 857 2700 -1845 50.0 3000 "68 869 -2131 3300 .64 894 3300 -2406 40,0 3600 .61 . 24 925 3600 -2673 3900 ^60 .74 ' 974 3900 -2924 70.0 4200 .58 1019 4200 -3101 75.m 4500 '.56 1041 4500 -3459 00.0 • 4000 .35 .21 1030 4800 87 5100 .52 .21 1090 5100 -4010 90.0 - 3400 "50 .20 1.119 5400 -4292 5700 .49 ,20 1154 5700 -4544 100.0 6000 .40 .19. 1183 6000 -4812 THE MAXIMUM STORAGE IS 210"06564 CU. FT. * The time of concentration is 9.914311 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC Name— is W MCNULK1N DESCri Station 10 +68 a..;,= 1 Lengtl = Dn= . ft. An == Dc= v42 ft. Ac= Su�cri.tic:al Flow Headwater elev. =. 1.3.40 ft., ti cal 91.ope= .01930 f l v2." 20 rt . Dn= .68.ft,, H„_= .05 ft„ He= .04 ftt Inlet elev.= . 12.63'ft II DILONE 6TH ADD. Circular Channel' Datce -- 1125/91 Action J4- -12200 • IZ C•VV1.P. euLvEj2 FRtw CONE OF EXISTING 'DRYWeLL To ',�1 NE OF NEW D12'1WEI.L Clutl.et f'lo el e'vati.Gn• - J.7. _=I' ft.- 15.20 TOP Lro . •f Vn= 1.. 76 r.p ffP:n == Vd= 3. 19 •f.p.Es. PURL= .22 ft. 004 ft: ii t.. f::::_:_: DATE = 1/26/91 PROJECT NAME - NIDILOME 6TH ADDITION DESFRIPTIGN = SToRMWATER DRAINAGE SUBAREA 1 - .43 ACRES SUBA-:EA 1 RUNOFF COEFFICIENT = .? TOTAL AREA = .43 ACRES • COM ITE RUNOFF COEFFICIENT = .7 OVERLAND FLOW VALUES 0.‘ FANE BA31N ‘ wwt_owie CT" o., FNNENwEr■iT tp„siN w ' Ct = .15 L = N = .018 S - .01 CHANNEL FLOW VALUES COMPUTED VALUER DoR = 5.00 110 = 9.13 010 • OA RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN B W ASIDe6TH +" e 5TH FrwsvInEm 31 RoSIS RATIONAL FORMULA HYDROLOGY , / � � DATE = 11/6/90 DESIGNER = K W MCMULKIM BASIN 96TH + C5TH (PAVT) PROJECT NAME = MIOILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE u^\ \��`l� \ S�D��E�� 1 = .51 ACRES /x SUF}AREA 1 RUNOFF COEFFICIENT = �T v ^~� TOTAL AREA = .51 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES � Ct = .l5 L = 0 = .016 S = .01 CHANNEL FLOW VALUES L = 736 Zl = 36 Z2 = .172 N = .()l6 = 0 S = .021 TD = .1756 COMPUTED VALUES UUR = 5,00 I10 = 3.18 Q10 Q8 31 Aril? ROgie .9 INIPPILOVI1E 6 iktalT/DN N ACE_ • g,p.,: "S onwiLovviE O A.1>Dcrioni 33 V/V-4 LT_CO. .NP g $ON PRODUCT NO.. 1840 STP. 1D43S a 3.0c8i t-t I. 2'- 0" Cuge 0?ENIN‘ AT LOW1 CUIvELINES Fog sTosmwpceR MANAGEMENT 19431 h 0.05G ft r- 4 IN tt 0.33 ft z ‘16 0.33 — O. 56 In ar(os -Gt 6.43 0.1-3W, - 3.0s1 z osi (0 1156 y F T. 00.12200 vvi 33TH' /WC. 7.1 I USE 5.PEC-1 AL cgg INLET.; _ 2 - 2-0 FT. OFGN IN Gs = 4.D p,55L^.4€ R-E of S WILL BC COLLECTED THg'A - --PlzA\JCWN4- - 7 -1 1a - c-c:;g-otte - sT. AND 38 Ave. BAS N "G` IWIPERVIOUS A GRASS N.F. &450 et . 247 (23 - --- - 364.41 @ 1.40 rti.;iu, ti .20 a 5.3 0 ' E•K• 9+ /05.63 6•R• C. t55 3\O.63 of - 135. G9 2.1170. -. _.. ... MIDILom.E 5?" ADDIT /ON v 20.$4_ DRAINAGS....<.'TA4- CUL_ATION5 i A PPYT z 5.55 IN,Z_ 2500 FT, --L 1N.Z .. -.. •A 'sr" 44,000 Fr.? ^ 20oo fT 2 1- IOOb fl 2 I n (toots = v 4 LOTS._ x . 1RWS.S LOT 145.63 Ga 3.50% -I +5 C 0.50" Rk.vWaS 31.42 c? 2.01 %0 64,00D Fr• x ACRe _ .... .47 ACRE 2500 FT. Z V . 3, 461 FT, O. 3Z AC r . 12,ODO ft, _12 ?•Z 0,5q Nage 64,000_ F.T. 2 - _25,815 ?T.Z a 38, FT. 0,(86 PC-RE LoVERtaND L CHANNEL Ro$t E. z.. 44Q_f? -_@ _ 2,9 . % ° 1 l3 f T, c? I. I ° !e Ho, il94 - o - 1 — 10 - . 89 CKWM) t. 2-D`8 .5 tORAGE _VOLS1.itlE Ri62 =_ .\3 15_ fT• x Y ? 578 FT! �frr E2 = (lrz +� t 64) NDTG: W owIE 6TH STDPWIWfi tjp 1 NAGS CALCS. 256) Ft iE Co FT- \'M P E FV • ` S I t� Co + 11� ET. 3E 18 FT. c at °JCL Oh' �� 173 -Pf IN.L 10,0 °0 FT_` z Sl /DO I IN. e FT. VI 1St FT. 3 z 0 - ea FTZ c l opcho rT• Z 10 f r ` — zDo Z 1536 t600D-FZDoo a I2 A GI`FSS 3 — 1Z 722 = Z4,9 FT. "ZDS" ST°I`AEG gCC,u■gcD = 314360 FTZ N0. 12200 1 /21 (I FT. O 9f r.cre p. (// // / /�Cf e V FT 03 F T. 3 oe "2oS" 'PFLAINAGE FLOWS '[o SWALE IN BASIN "G" THRou6H CDNC. INLETS ANO l2 Can.F. CUI.VeSTS BASIN " SWALE STORAGE _ 9z3 FT. > SAO "205" SToLP e BASIN "S2' = I., F• "Z °S" S'fuFAGE eas4N " " = 69-7 v T f p�(!�� $ S o /SZ�` ' Q �C�v c� G. i, -CI a 1"13 > 133 = ° ' ' W L ��3 2, A 4. 31 1/21/71 DESIGNER = K W MCMULKIN BASIN 132 'EEOIJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION - STORMWATER DRAINAGE SUBAREA 1 =.29 ACRES SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA -2 - .57 ACRES SUBAREA 2 RUNOFF COEFFICIENT - .15 TOTAL AREA = .86 ACRES COMPOSITE RUNOFF COEFFICIENT - .40290.3)976744 OVERLAND FLOW VALUES = TD = 0 ; CHANNEL FLOW 1 - ) ALUFS CoMPUTED VALUES ONE: = 0.9c co = 2.7 C10 OA = u RATIONAL FORMULA HYDROLOGY Ft-0\05 It ° S u DgYviet-L- IrJ fasiNI e 51 25 g(GRT ) AVE. - TBizo \ AG.k4 Cot4CizeTG INLETS AND 12]" C.M.F CUL RTS Name- K W MCMnLKIN 5ubcritical Flo" Critical Slope= .01967 3o= .60 ft. Hv= .04 ft. He= .04 ft. Inlet elev.= 15.22 ft. _______ Headwater elev.= 15,90 ft. 'ircular Channel Date- 1/25/91 Action #-12200 Description- MIDILOME 6TH ADD. 3c. H AVE. ���/��"_ ��+o� ��lz»v* C»mC����T' /�LET 31 �'���T T� cnr^t. |*L`�T %��' �z\�;*T ~^.`^~�� ^^��' dia.= 1 ft,=n! Q=• .83 c.f"s^ .= .024 7o= .004 ft"/ft. Ke= .9 Length = 60 ft. Outlet flo*line ele ation = 14.98 ft. Dn= .A0 ft. An= .17 s.f. Vn= 1.69 'p.s. HRn= .28 ft. Dc= .7 ft. Ac= .27 s.f. ;r= 3^07 f. e. HRc= .21 ft. \to \IA ,\\c" AP- ' Syhcritical Flow Circular Channel Name- K W MCMULKIN Date- 1/25/91 � Description- HIDILOME.6TH 4DD.. 38TH , AVE. Dn= .6,$) ft. Hv= .04 ft. Hs= .04 ft. Inlet elev.= 14.92 ft. H Eadwate r Frlev. 15.66 ft. Critical Slope= .01967 Action #-12200 Fg»*4 cDNcge-re |NL`T zm -co DczAtw�G.E sw/ALE S taLion- 11+90 dia.= 1 f� . \ r" D= .83 n = .024 So= .004 ft./ft. Ke= .9 Length = 65 ft. Outlet flnwline = 14.72 ft. / " Dn= .60 ft. An= '9 s.f. Vn= 1.69 f.p.s. HRn= .28 ft. Dc= .58 ft. Ac= Vc= 5.03 f^p.s. Hpc= .21 ft. . / ` ' AiIpILOwI 672 - A'DDITIDN _ 5TLPSW1- WATt:S__DRAI acs uLAVDN S — - C`LVSS- SECZIDNnI AgEp. SWAL.E. 0 -5 4.29) -1- ... - x 0.5 o _1I 140. 122DD 7�I2�90 KWwI J . GR&,n Aril) ..LENGTH P SWALE. 1F IOO FT_- AND -1 0 THEN SWALE w1A BE CONSIDERED FLAT 38 Av>;. Ro'.IE 5T. L.o75 I - 5, e•LocK E.R. loi3S - STA. t\-}25 z $1 FT_ @- E•R• 1+2o.z6 To E. s c 4sq F e 0.80 5 DRIVES @ t4, ft. c So fT, 3 1.0 v 208 u _ STDRAGE — COCGwIE ge- Q4112ED _.. - • 3 12) — __ L - ._Z'(.EE.. °_B . `._ DRY W s: LL, . t:31 .f ._.. S TD K AG E STD y ouLyyNE_ .. 81 Ffr i 45q fT �j0 FT: C. 46(o - Ft: - % 1.w8, - E a - . 923 . ' f e23 FT. 7 131 7 69.7 / BASIN t0 tt 115.00 ce fis I 8 N 5 s0 t.4 1 i , y \ ' I • 1 1 yr 4\ 1 :1 11 " B " I / BASIN leo.00 1 1 1 E. • Circular Channel K W HCMULKIN Date- 2/18/5'1 Action 1- -12200 Description- MIDILONE STH ADD, 58TH AVE. fLov.1 fizom coi INLET 51 Ili LEFT Etstien- 11+90 INTO C014C42-STE. STA. 11+12 : ZS' FIGHT .024 So= .0048 ft./ft.Ke- .9 Outlet flowline elevation Dn .88 ft. An= .47 f Vn= .27 s.f. Vc= 1.03 Ic.p.E. HRc: .21 ft. Sahcritical Flow Dn= He= .04 ft. Inlet 2 18.21 ft. HEadkiater elev.= 18.8B ft. Criti..1 - SIETE= .01967 � Name- K W NCUULK{N Description- MIDILUHE 6TH ADD. 36TH AVE. pLovV ?g owl / »vw D��pc��7�� |����^T �T�� |\fl2- ���lz\6*T Station- 11+72 ` / �k iz {��vw.F'� C4LVegT TO DRAINAGE SwALE dia.= 1 ft. 0= .83 c.f.s. n = .024 So= .0045 ft./ft.Ke= ,9 Length = 47 ft. Outlet [lowline elevation = 14.72 ft. Dn= .58 ft. An= .47 suf. ;n= 1.76 f.p~s. URn= .27 ft. �r= .38 ft. Ac= .27 s.f. Vc= 3.03 f.p.s. HRc= .21 ft. Subcritical Flow ?n= .50 ft. Hv= ^05 ft. Me= .04 ft" Inlet elev.= 14.93 ft. _______ Headwater elev.= 15.6; ft. Critical Slope= ^01967 Circular Channel Date- 2/15/91 Action #-12200 t. - 1391 - .56 - I - 95.54 -t- = D '89 _ f1/4c..kce. 3Val ( -t 493 ) - (144- 3i. 'et) 2 410. 81 'it If T. 1394. F (7-0 1.0) — 85•54-4 ?'ES tcts - Cot o ) 15S ET. 4422. - Ft .7 3 4 D rt PINES A i2.00F.: wzweS .P\.. 10 1 . ( b9D 3t3SZ _ f.T o. F,c-RE 2. P 6gp, ss z 0.0 - 3.5.,A25 21- Ft ■. ise-gE " ip u 7 NE 1/2 it INIIDILOME 6 rt.t>'(;) IT1'DN S R DRAi NAGE.. CALCULATION ( 000 _10. t_lt1. to-cm_- 2o00 v + (00 71 7 LOTS LOT A. .(3.90.tP 31A 111) _K .6 frt. 3/35 vt 531. 0?"tz7.99) - .( 39 °- • tAt611 s t 1r = 31 -6 72 - - Imp (1-1 - ( o+ z P it NO. IZZoo 7/1 le-Wm ODD .f.T. _ 4 4 2— BASIN "C.," 0.4 LOME. 61 A:A ST OF-IA/MATER - 1()FAINkGE cALcm_A Cgo.c.S AgGia.oF.Sv./ALE. . (1/4_0.5:k 2-57) (0.54(2..0) z. - 0447.5 0.4,4z5 1.0000' - • izEcu> AND LENGTH OF SWALE _ IF #- • WO FT- AND t 1.0 SWALE - vvipo? OrlsiDeget FLAT 3s3 /kVE STA. 14-t31 tcl T0 t. tt3k — 3c:I FT. @ LOT S 6 5-DVS FT. SO FT STojE VOL-uvyle 3c1 I fT. t30 Fr- z- 31 r )E • REGO.11ikEd> — I) 2_ S u STogAGE. voLcurvir 2_) 2.._ 71 " B " palWEL_L5_-t- NP. 12200 423/90 K*Irel 3 FT: s. e YY\ \PILOv E � ADDITION 5TDRrMWATE2 DRAINA6E CALCULA"floNs L /L: en; V ar tie. rept. 207 F �I ib 3: r. /Fr 3 2.4 1 13.0 EASEMENT 6 " 2.4 .I_ 5. I c SWALE 5.8 RN, To? DRIVEWAY I�Ifi� O s.01 St \ Sv Ti o wI C1 SECTIONAL AREA Of SWAB -E 6.0 2.00 N0, 12200 � /zl /ql (KWw `GONG. CUR SIDEW (% 0.5 ik 2- v. .r J t 7 s E z.4'0 ( ) z Z - 4 - o.s � z.4 •44 F'f� 0.62.00 0.6200 1.20 \ThDtLotmE 6 PsD1) T ION S "GFAINt\Ge CALCUL-AT/DNS. lize 6.0 2.0 • 19 44 tv,‘ 13 " 2.51 CO 2. 51 1 / 4 9 k at- BolforA cgoss-sacrioNto- AREA Of svo"-2 6.0 6.0 - ro? DRIVEWAY L. 4 0.5A 2.5 (4soss 2.571,- (0.5 n2.0 2.29 FT?' 0.64z5 0.6425 1.0 NO- Yazoo 10/18/90 )(vim 5rDE.WAt..V. RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN C PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE DATE = 10/18/90 SUBAREA 1 = . Q ACRES. SUBAREA 1 RUNOFF COEFFICIENT = 9 SUBAREA 2 = ACRES SUBAREA 2 RUNOFF. COEFFICIENT = . TOTAL AREA = 2.31 ACRES COMPOSITE RUNOFF COEFFICIENT = .412987012987 OVERLAND FLOW VALUES Ct = .15 L = 270 N = S = .021 CHANNEL FLOW VALUES L = , 391 z1 = 5 Z2 - 5 N = B = S = .009 TD = .3193 COMP'UT'ED VALUES DUR = 11.76 110 = D Q10 = QA = +;“, .«`^ »**wy`. ' TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 10/18/90 DESIGNER = K W MCMULKIN BASIN C PROJECT NAME = MII}ILOME 6TH ADDITION � DESCRIPTION = STORMWATER DRAINAGE ` t t Intensity QUev" Vin Vout Storage (min.) (sec.) (in./hr.) (c"f"s") (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3"18- • 3.03 . 1220 600 620 10.0 600 2.24 2.14 1718 1200 513 11.8 4( 706 2.05 . c. 1.96 1849 1411 4J6 15.0 900 1.77 • 1.69 . 1925 1800 125 20,0 1200 1.45 1.38 1992 2400 `408 25.0 1500 1.21 1.15 2008 7.000 -992 30.0 1800 1"04 .99 2024 - 3600 -1576 � � 7:5.0 2100 "91 , "87 2031 4200 -2169 40.0 240o , 82 "78 2065 4800 -2775 45.0 2700 .74 .71 2075 5400 -3325 50.0 300() .68 .65 2102 • 60()0 -3898 55.0 3300 ,64 , � .61 -2161 6600 -4439 60.0 7600 ^61 .58 2235 7200 -4965 65.0 3900. . "60 .57 2350 7800 -5450 70.0 4200 ,58 "55 2457 ' 8400 • -5943 75.0 4500 "56 , .53 2510 9000 -6490 80.0 4800 "51 2548 9600 -7052 � 85^0 5100 .�2 . 2624 10200 -7576 90.0 5400 .50 .48 269() 10800 -8110 95.0 5700 .49 .47 2777 11400 -8623 100.0 6000 . .46 . 2857 12000 -9143 THE MAXIMUM STORAGE IS 619.55544 CU. FT. $ The time of concentration is 11.7587 mi.nuLes. The UndevelOped flow out is 2 c.f.s. DATE = 7/23/90 PROJECT NAMEi-\ DILOME 6TH !..ADD,I TUN ..'••• \: ;:: DESCRIPTION '= STORNWATER -DEA I •..- • • ;.• SUBAREA 1 = .25 ACRES SUBAREA 1 RUNOFF COEFFICIENT = TOTAL AREA = ACRES COMPOSI TE, RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES • • • • Et , 4•7••- • •• T ..„ ji; ;14 7: L = N = . 4 • • ... CHANNEL FLOW,- VALUES., • - • - - -• --• ••••,--C• L\ Z1 =1 36 - 4 • Z2 =i 172 :• . N t j • *.. • • ..• ••••° • B — • . = 4.••••". 009 4. 441 • "I i TD . 1576 COMPUTED VALUES DUR = 5.00 I•10 = 3. 18 . 010 OA •!= • "f ,, „,,, • " ! !RATIONAL- FOIRIIULA :HYDROLOGY • - ' DES I SNER BSI C • 1,- +, k ;.: 0. • " .17. y :••!:c: L.( - • l'•t ' • • •-• • ; V . .° ; • 1 ••• • •■••• • OiliPii-ovvie 6 ADT>itioN trizs_L.C.32.LAT.LO.A1.5. . . _ — — SASIN C. VinIVILQ1/4IE O f1/41;)1>rcioni srectNL ruin?. __WILEER-T VACtler_CO END RAPRIS _ CuRB DPEtlir4 AT /..ow rOINT s - Culotonler Fog STogrowATEg WIANAGEnjivT _ —0:15ric9-fT. PRODUCT NO. IMO STN. tttS 38 AVE: -- -- _ fl L51 irk.? o.,3,Fr- 7- • 0 1 L- B -3/2. GDS3 0:1 - - - 0 3.1 ( O. t-514 14 7 . 0.49 - Csigs 21! z.O fjT. opeNIN Gs 2 4.0 FT > 3.13 Ft O. 12200 - 7/ ltwon ID- %sr/ ' °45 / r - / I r 4 / / 1-" I 1 , 1 I 16 1 A7 1 I /y I 1 �J I ' I • u ii 1 � e / r BA SIN B I 00 8400 AVENUE 81 .00 a 81.00 84.00 3 84.00 seo.o0 e1.00 81 81 eo oc� to 84.00 is s 1 '2 I . � 1 94.00 9g c. 80 " n I r 84.00 11 90.00 L 1 1 't N D " ATOYAL Z A PRV T. 3 9J0 YT -F' 575• f (t 3/ 46 , (lc k- (1 :0 + 4�) 145 +5q (zo+E2o) -(4wrr t (z0) z ) ? 4 - 314 z €5. FT.` ° iLO� 1 cTO1 VOLUrvic REQUNg-El> L 319 FT? / ' I z v ft 1.2 (o bi. c go.S- SECTtoNkt_ AREA VF SWgLE A DSA4 - .29) F (Z A o.S.;E 344) r I d PT 1.07 OA % 1;EQuIR07 VVIIGILOVVIE (.0 ADLITIDN S f9Kt�Wf.T t .,LRAINAGC .C/:LCULFTIDf1.= . 1) "206 StoRAGE . 2.) 1 T (PE ``F ogYWELD. t t o FT � -1-5q !i . (16.t l 8t\ "lo FT. x CO 1'o FT. o G T. i x•9"1 ,GF-AOe AND LENGTH of SWALE \F too. F.T. • PNq t 40 b ° i THEN ; WALE ✓v)PY 8E COW !DERE.t• E.R• I 18.01 To E.K. t$t2$.01 L 11 L.01 1 1 1 DRW9 e 14 ft-, 16 FT STORp%6E V0Luw1C 110 FT_ — 14 FT. z 14 FT.. iE 1.98 ?TL z 187FT VoLIJM6 r EQutgCD 13I F NO. 12200 7 /4 /9O Kwr.1 • ." ;:" RATIONAL....'FORMULA , DATE = 7/12/90 t: 4DF , 81pNgv.7:is : i;JANpriiicicIN: , v, „ pes , PROJECT NAME = m ID I LOME t61 DESCRIPTION N = STORMWATER DRAINAGE • ; SUBAREA 1 = .. 07 ACRES ; SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .07 ACRES COMPOSITE RUNOFF COEFFICIENT T = .9 OVERLAND FLOW VALUES CHANNEL FLOW VALUES L = 110 Z1 = 36 == = . 17:2 N = 016 B = 5 . 008 TD = .1 COMPUTED VALUES DUR = 5.00. 110 = 3.18 010 = CI A Ct = .15 L = 0 N = .4 5 = .008 2 Cutaia OPCNIP4C Kt LOW DINT -\ a 0. t 0 rr. h. 6 04. z 0.5 rr k a z 3.0%i t- . 040 0.5 Q 0.2.0 z 2. 3.0S1 ke (3. 0 '81) ( O. 0) f a 0.1.0 4.04,0“,..-.M1,A110 MITA, • • 9 ' 4-C 2.5 fl. GuRe. OPENIN6 / a , I peer NT Sog. s-rk. Vi5t1.S.01 3Z 10/E. 7 DATE = 7/12/9() BOWSTRING CALCULATIONS DESIGNER = K N hCMULKIN BASIN D PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE � t Intensity Qdev. ' Vin Vout Storage (min.) (sec.) (in./hr.) (c"f^s,) (cu. fL.) (cu. [t") (cu. [t^) 5.0 * 300 3.18 .20 81 90 -9 10.0 600 2.24 .14 99 180 -81 15.0 900 1.77 "11 .. 112 , 270 -158 20.0 1200 1.45 .09 119 360 -241 . 25^0 1500 1.21 "03 122 450 -328 30,() 1800 1.04 .07 125 540 -415 ' 2100 .91 .06 126 630 -504 . . 40^0 2400 .82 .05 129 720 -591 . 45.0 270() .74 .05 131 810 -679 50.0 3000 "68 "04 • 133 ' 900 -767 53.0 3300 .64 .04 137 990 -853 60.0 3600 .61 .04 142 1080 -938 65.0 3900 .60 . "04 150 1170 ' -1020 70.0 4200 .58 .04 157 1260 -1103 75.0 4500 .56 .03 161 1350 -1189 30.0 4800 .53 .03 164. 1440 -1276 85.0 510() .52 "03 169 1530 -1361 90.0 5400 .50 "03 173 1620 -1447 95.0 5700 ^ .49 ,07 179 1710 -1531 100.0 6000 .18 .03 185 1800 -1615 THE MAXIMUM STORAGE IS 0 CU, FT. � The.Lime of, concentration is 5 minutes. The Undeveloped flow out is' .3 c^f"s. TEN YEAR STORM CALC I NORm G iz MIDILOME f ADDlT10N "20$" 'D1 CALCULATIONS 13 EASEmENT' ....... ID= - TD? of DRWEWA' WA(,E LOPE SWALE BOTTOM Ft /pt. 7 0 O sor 1' ntf6 � 5�+ N' 12.200 SOB NO. -11 -90 (KWM) I S 4111-•-•••• 4 CONC. Cum .. CROSS- SECTIONAL, AREA Dr SWALE l 2 + fl x3 64\ Z 1mS f T Z " — \ ` / / / \ \ / / \ 1 / / / sift, I / / / / / / - - - - - 1 - -\ 1 - -- ■ / 1 - -- i . a 1 1 1 I 1 1 I / I I .. 1 I 4 1 1 I Y I / 1 ;, 1 I / 1 i 1 ; a , — -,--.:et 1 / 7 N \ 37th 2 11Z— C / — — _ 1_�i COUR— — T / \ / $.1/ \ j r i+ 0 •'1 1 /1 \\ 1 I BASIN "B" `1- 84 al ' e. ! 00.0 0 / . W W (Y 123.00 4 00 S4 co 0 k a AVENUE \ 0400 04.00 620.00 8 / 3 A /4 ^` ` l 1 81.O< 10 0.1- 0400 5 4 0 .hO - 1t4 / I ti� 6 6 80.01 \ "F IN la ss <- 00 0 r 04.00 84.00 90.00 /0.03 i ct 8 1e 2 so. — T ), 7 i 1 1 t •1 ( I o-t oo ).1- (9 .t 52) FSIN E." NualLoime 6 AVOIT I C>N og■mv./RTE:F.-.' Dg r:\a apwc.tAL....Nrioti5. .P\ z: i969.74 77t.. F3. 2-9I - To - ,CAL Ft-c4 .51 109-9 et -ef l$ Ft = 19 .14 FT. (1-0 A 1-9), 6%XTT (742) z 314.16 _ 7-P , cF.05s-sEcTioNAL AKEA OF SWALE egt...PE AtAo LENG OF SWALE 1°C) E AN° e 0 Ti4eN swikt.€ iSE coosiceReD Ft.evr sTosAGE Sta. St 536,..D3 91 - 7(0 1.9S fl 0 fl / -gEszulizeD "205" stogi1/46e voLume. ReQuigeDmt 8 14 NOTE gp,sit4 me" D LL - 13e - RicLupep \aim F.4. AIN A6E C.A.LCCILF. 0' 2 ND, V2200 111 NOM / \ — \ / / / / / Ai T .S / \ r � / 1 ■ (\` a I I ( I I II I / I I 1 / / 4 / I I I I / /r \ \ \� / I 5 I 6 I 7 1 I I ,�,\ 1 1 1 I / �� i 37T - - - - - - 1 / / _ COURT /�� // 0' ' 1 \ I / �. �> I 'Cr, 5 I 14 I \\ I o ' // I 1 � /' I I � \ K ��'� i �� % \\ I / ; BASI " B" / i BASI C" \\ / 1 / • -� ec.l� 9400 84.•. 9w.00 ewoo 9w.00 e0.00 I 0 IR \ I I L __ Z -I ' I I .- 0. I I 1 I 8 t `I:: II 1 1 , `I �, II - - L h v y I 1 \ /1 o I 5.00 120.00 4 8700 I 8400 10.03 2 9D 00 -T / � 1 I 41 1 n 1 0 1 - 4 00 i _.. CI n /3 EASEmENT D= ,or or oftwEWAY NORMAL SWALE �OpE tot MIDILOME OM' PDC: TION "20$" 'DRAINAGE CALCULATIONS nig toO- e'f 43s 3 / ��_ /1 0 t . + / y x O s x 3e ) _ (•98 V1% ( - 1 -1C 1:0, - 1 all J . T �F BOR M • 86 2' 6 \. o.ow1 ft /fT• ,: i Ft/� SL OP 1 , vl 0 CROSS- SECTIONAL AREA of SWALE 12200 5o5 N0. 1-11-90 (.WM) RATIONAL FORMULA HYDROLOGY DATE = 7/12/90 DESIGNER = K W MCMULKIN BASIN E PROJECT NAME = NIDILOME 6TH ADDITION DESCRIPTION = STORMWPTER DRAINAGE SUBAREA 1 = .05 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .05 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 = .012 CHANNEL FLOW - VALUES = 92 Z 1 = 36 PANT. Z2 = .172 CURB N = .016 B = 0 • S = .012 TD = .08167 COMPUTED VALUES DUR = 5.00 I10 = 3.18 Q10 = QA Cuogf3 tRentnic. oq CoNTirl4ou3 cgpta ex z 1.4. GUlleg DEPRESSION INLET 0.08161 ft_ epEPTH Of Vt.-OW IN Feel Q0, riz-ovn FG u$ (a) z 0.05 Lo. la a 0.14 k 1.... a Qcl 0.055 c.EQuuzeo to Nisizo_EeT mo of FLOW cue.5 DretING 25w. peer I 1 1 ■ 1 I I I . . I l l i, I I I I I 1 1 /. I 1 1 m■■■u�.17-4 I 1 1 1 1 1 1 1 1 1 1 I I 1 Ililll 1 ,,,,„ 1 I I� ,.I I I I� I !, -- 4_ + 7 1 I t F— - - I I L I , _ fI I.I I I., � 4I I� �� , L T I . t -1--f T /� _ 1 +i , -` I 1 I _1 - - 1 1 I � ______L 1 1 i � i ;I I.I I � I l _ i 1 i 1 1 l a i I 'jl 1 I I I I I I I, 1, i111I 1 1 1 1 I % 11 I — 1- T 1 ram k i- al 1 r n j iI 1 �1 I I 11Y I I IiF��� Iv� ° 'p ° I I I . 1I I 1 1 1 11 1 I I I . 11 , 1 anntial I 1P1 I I 1 1; 1 1 1 1 1 1 I I I I II I . +C+ r A 1 1 I I III .IGI WA el At"'o.a�r_�r��� /SSIM111.1eMMeMY o 1 1 1 1 _ IRE ammo %51I/%IP ' %' _ ni 1•a - - —�- . -1 —' -; i I 1 j J' I I I -i' I I > , i r i i i 1 ir ) I I .� I � I l i l 1 1 .1 a / /l �1 I I I I I I III: I 1 1 1 1 1 I I --�- I I I I I I I I I I I l l l lid 1 I ,,. I I 1 I 1 I I I I i; 11, u nom■■■ m m■■■u�.17-4 1 1•■■/:,�yal■ H1 ■■ a/ alMI ■ ■ ■ � .r � ` N-I -itir: ;I I.I I EL -IIIIRM ram k i- al 1 Lill 11 , 1 11 1P1 • \ a \ \. -r -L L- - ± - - -I 1 --t 1 .01 (a) DISCHARGE PER FOOT OF LENGTH OF CURS 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 . 6 -39 FIGURE 16 1.0 e .e 0� .Oe . : 10 . .00 .0 .3 .4 .0 .6 .e 1.0 L / L a CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 1.0 .4 .e s .4 3 Qa L 10 OS 06 03 3 2 • Q • RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN PROJECT NAME = MIDILOME 4TH ADDITION DESCRIPTION = STORMOATER DRAINAGE DATE = 7/12/90 SUBAREA 1 = .05 ACRES TOTAL AREA = .05 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .012 CHANNEL FLOW VALUES • L = 92 Z1 = 8.6 D1SC4 S = .012 TD = .1402 COMPUTED VALUES • DUR = 5.00 110 = 3.18 U10 = .14 QA •= .14 BASIN E SUBAREA 1 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = .9 St roib x.4..6 i 74 (2"2°)- ( . IT (2-01-) r. 400 - 314.16 a YYIIDIL_p1M. T -11 PD 10 000 FT. A T oTr _t3 FT. 0.30 PCRE .A_Y 2-.._.431 _.- x._19.63:9. (1G •t8 1.19) a 292,81 a 13 �gt82) (5 1'72-fr) =109/6 a t8 196 b 2000 fit -+- 10D0 F T• 2 AQooF.- = /_ . . L4T. _ l7 FT D><wE> LoT - 1\ -IPA 5... .64 ._ei, 1500 A Gkr`SS 13.,_l_D.D__- F-z'_ --.— 19.20._FS - ._.. "2o S siogE e VD441ME__ae.Qu RED 6.420_ _F .'T ? y2 7N 12 rJ Z. _.FT.? O5 r cge 55Ft 2 O Fz z I$ Pc ?e NO. 12200 .. 7J4 _.. 3 NOR L /SW A(.E LOPE. ..... SWAL.E BOTTOM 'Pr LIF 4 1t of DR WAY w c MIDILOME oaf ADcITIoN "20i3ui 'DRAINAGE CALCULATIONS 13t. EAS Ern eNT-- - - • 10= tot et 5 ?/ C - 4.0141 f t /ftr. 85 7a �. J• 2.1" f / aT• s& st e Ott - 12200 S06 so. "7- I 1 -90 (Komi) CROSS- SECTIONAL AREA OF SWALE : X 0 4 1) + . l " 364 = 1 1.01 / Q91 8 C Cum T. z .BA "E" CgOSS 5ECT SWALE .. - j o.s st 4 29) (1/24E z 1.0 LoT5 9IO eLoc -V- 2 --- _ 1/01D1LOWME & TF1 {∎DD1'TION 570RAWATEt= DRAINAGE. CALCULh- crows 5 yoLUVnE REQu 2 � .. I . - - nf r? WC 11 FT STA. 14 +=7.19 _To...E.g. 161 42. 8±6S,66 To_.S.F.. 9,.t.6z.01 '1 -r q3 ft 4$ rt. :.. .1 .GRAVE AND LENGTN._OF SWALE IF 100 ET• AND 1 : 0 0 �"fr EN - 'SWAt.E vv1Py Be CONS'DEl2 D F 3 _.1)- "Zoe' STORAGE7VOLUh REQu1RED — 24 / � z 20., FT. C.l,)° .t / F T. ✓ 80v° 3 GR1v6S @ l(n FT. r 4T8 FT. FT. +f l.9 $ FT• = 4c15 F r s >1 = 58- 269 P.R./Welt- t. _ 13S. FT 3.. STogACE NO. 12200 T/1z/90 Karol i — I / / __ o i t . 1 / 1 1 I 1 � . � / 4 1 S I 1 I\ \ " H " 4\ RS .00 5 �g R coo NagneentlaH AVENUE 81.00 CoSb.00 81.00 84. 99 4 \\ - ' 1 I I 1 a 1 / I \ I / I - _ - \ / COURT .../"--- \ 0 o. I 4 12 0.00 I I/ I f J , I 1 18 iA ACJ 7 1 BASIN " B " 1 / I e<.11 16 i BASIN 84. r a 10.03 190.00 — — T c s.00 ____:%\ 1 I- N 135 00 DATE E = 7/11/90 PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1� i ACRES SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 = M ACRES SUBAREA 2 RUNOFF COEFFICIENT = TOTAL AREA = .29 ACRES COMPOSITE RUNOFF COEFFICIENT = .615517241:79 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .011 CHANNEL FLOW VALUES L = 314 Z1 = 8.4 Z2 = 7.3 N = B = 0 S = .011 TD = .2388 CONFUTED VALUES DUR. = 5.00 110 = 3.18 010 = GA • RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN F 0.p6 f'0 / DATE = 7/11/90 � BOWSTRING CALCULATIONS PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE DESIGNER = K W MCMU!KlN MASIH F ' t t Intensity •8dev. Vin Vout Storage (min.) (sec.) (in./hr.) (c"f"s.) (cu. ft") (cu. ft.) (cu. ft.) 5.0 * 300 3.18 .57 228 90 138 10.0 600 2.24 .40 281 180 101 15"0 900 1.77 .32 317 270 47 20"0 1200 1.45 .26 337 760 -23 25.0 1500 1.21 .22 346 450 -104 30.9 1800 1"04 .19 . 353 549 -187 35.0 2100 .91 .16 158 630 -272 40.0 2400 "82 .15 366 720 -354 45.0 2700 .74 "13 370 810 -440 50.0 3000 ."68 . ,12 377 900 -523 55.0 7300 .64 .11 389 990 -601 60.0 3600 .61 .11 403 1080 -677 65.0 3900 "60 "11 425 1170 -745 70.0 420() "58 .10 445 1260 `815 75.0 4500 .56 .10 456 1350 -894 80^0 4800 .53 .09 464 1440 -976 85,0 5100 .52 °09 478 1530 -1052 90.0 5400 .50 .09 491 1620 -1129 / 95,0 5700 .49 .09 507 1710 -1203 100"0 6000 .48 .09 521 1800 -1277 THE MAXIMUM STORAGE IS 138,187260001 CU. FT. * The time of concentration is 5 minutes" The Undeveloped flow out is ^3 c,f"s. TEN YEAR STORM CALC • DATE _ 7/12/90 Y „ i r�x.,i+yR�w�.... paw ?4 9.,,a•p PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .15 ACRES TOTAL AREA OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .011 CHANNEL FLOW VALUES L = 314 Z1 = 36 N = .016 = 0 S = .011 TD = .1253 COMPUTED VALUES DUR = I10 = G = OA = 5.00/ 1/ 3.1W C4Q6 OPENING ON C,cNT(NuOUS GF-P9E O z Z IN. y z 0.1253 FT. fizown FIG. t4 (&) 10. THEN Qo. / RATIONAL FORMULA HYDROLOGY DESIGNER = f< W MCMULk.IN BASIN F ACRES COMPOSITE RUNOFF COEFFICIENT = GuilEg ' , Et'FE$SION AT INLET - p6PTH OF FLOW, IN f6ET Q z O.O o.43 0.08 SUBAREA 1 RUNOFF COEFFICIENT = tZSQ.vAREO 'b INTEtztEfl 100` FLoW 5.3 frT. . •N• 5.5 VI.' % CURB OPENING S IN. PEEP sTP, St 1O 1 I ■ ■ 1 1 ItMim■t■nayi■ 1 1 1 1 1 I I I I '. i 1 1 1 1 I I I ' j 1 1 I I I I ' 1 ' I I I I I � ■ �■■ ■MZE■ �� i�11 1 I IL1 /,_ +Ii 1I� 1 � a-+ -E / T I T - +- -- -1-.1-4-4 - I ' 1 I ...±... � - 1 1 t I 1 �1 S 1 l I ~. Ii!V 4 1 7-1-- I iL 1 i-H �-J- 1 1 1 1 1 1 1-1• Ph 1 4:j--r t 1 I - r 1 I - - -t -1 1 1 1 1 1 1 I I I IIII a 1 1 1 t - / f I I jt l l t , I t i ' I I 1 1 1 1 1 1 111 I 1 I L 4 . ;ry t 1 t 1 I1:. I I I I I I - - -r 1-- 77-1-11-1- I 1 i 1 i i III I 11 1 0 I 1 I�i 1 1 1 1 I H , 1 1 I i 1. I I i I I 1 • I 1 I al , mei armu ■■■asN■ 4: � d I vi; ■.. ° -Ws�■ ■YIMM ■■ I 1 I t I l ,� I I 1 1 III I J Y■o■�IAv SS A■ - T tL A % %/rice■- WIrG- ■1■ %iw a/ t ■■W 11• a ■ I l I 1 --f- I I I . 1! r I ,/ I I V i 1 � 1 t 1 I L j I 1 • " r I 1 I I I / - 1 ' I �11 � I t 1 1 1 r I f 1 111 I t 1 I .1 I I I 1 1 1 1 ' I I 1 _ /� X � I 111�� I 1 1 111 -I I I I,,.II 1 I i I I I III I I II 1 1 1 1 1 11! t ■■� ■�•■■■ ■ ■ ■����N■B■■rs'i 1 ItMim■t■nayi■ VIII MN.0.4MI 1 WI. MAMMIES /■M� 11 a/ � ■ �■■ ■MZE■ �� / T - +- N- I i•1 -1111=n21111811111 _J_! - Ii!V �II,IUI -- .410 Ph -1.9 I - ;0, ,. I - r 1 II a A DEPTH OF FLOW - y - FEET .01 .02 .03 .04 .05 .06 .08 .10 . .2 (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 .04 .10 .s 4 ' 4 .P .l .9 10 L/ La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 1.0 .4 .4 .5 .4 .3 .R Qa L .10 04 .0s .03 .04 .03 .ot .01 1 .0 .4 a .s 2 .10 'M1D1LOVnE 6Ti.1 ADDITIDr4 SADgrAWATER _ RF'.E.1N AGE_..CALCuLNILONS S FS (N ° G `r c.inww-t -± ./ . =._ Ps - PhV r: ___.. . aG. q. 4. 2 .t._81(2..9.24._±_as.,. at. . = (14� z.aA-.(0.4Q).5 .. 431.Iq _1B .= ..._ _l e d 42_FTi (59)- .(1:4142.).= 4 8. 1:.155_ n.._:lt�_�.._... - 7_9. Z4 . kibi420) - (4_A I( (20)1) z. _1 _00__. 31.4.1/o ...$�•.�.Y..f.J. -..._. IN :20 S v QutKe.0 ._.... I(o_ r 7.25_F.7:._iE c 12. Irr ffr. NO. (2200 - 7/100 KWr✓) 17_5 00 1- i 95.00 125100 125.00 '19'1.00 AVENUE 690.00 200.00 4 \ 125.00 115.00 125.00 125.00 So C.C. -L ' 1 1 '0 V BA SI N e I 1/ 4 1 J oVt J BASIN C" /0 03 \ 1 N 8 0 190.00 _r 11115 J\ lFF ` !R� ' P LOW "tNRouGN 1JA"CU.(.Al DgAINA a Cou1zS'E - P N ON'T'a f- 'PAZ. No, 122.0D Ipl LowiE 6 AT>Di 71 DN 7 / 12 "h° KWvil $P.S N _ CVDSS sEc7.1pnyy AgEA, vf SWALE _ k 0-5 A• 4.7_9) -3/4- CI: A 0.5 3E-3,44) z 1.9 t. alz_K tkrit) LeNG oF ZWALE. tf - tot , ft: AHD ± SWALE MAY eE CONSIDERED E2.. t6-k3s -To STp. t\-t z 81 ft -/- gOVE E.R. ii-to 4 -to E.g.. 67 4sci FT. t_ot5 1-5, 6Loc.K. t 5 vRAVES @. «p ft. c go ft. .CTORAGE Vin-uytie €t 46(0 % UWE, 92. 13 - 7 V I g-cRu■gep • INLET bc iswruccrei s-rgEel- tCnikt. wA O W V4L. It 5.00F Ft?. NOW 0'2os' s NGe voLuvvie ge-u4tlzeD- 6 ft_ 3 /3 5 " PCLLrV1 5:1 .0 o.8o% "[OP of ORWRWA`I MIDILOME OM ADDITION 20 DR AINAGE CA 13e- EASEMENT - • 10= r NORmA L . swhL.e 6oUTOM tot ion 6'1 r 7 2 1:1N ` ^ __ -0 .Ottel ft/F1. 0.% 15 tevi sore 14(1µ01h • CRD55- SECTIONAL AREA DR SWALE — — N 3. Z1c > +(yx p s x3 i4\ z 0 1.01 J 12200 506 rao.impor 1-11-90 £KwM) CONC. 0u Tz U v RATIONAL FORMULA HYDROLOGY DATE = 7/11/90 DESIGNER = h W MCMULKIN • BASIN G PROJECT NAME= MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .38 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .38 ACRES COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .015 CHANNEL FLOW VALUES L = 890 Z1 = 8.6 LL = 7.., N = .03 B = 0 S = .015 TD = .2530 COMPUTED VALUES DUR = 9.74 I1n = 2.28 010 = OA = • DATE = 7/11/90 PROJECT NAME.= MIDILOME 6TH ADDITION DE=SCRIPTION = STORMWATER DRAINAGE I I n „y pt. BOWSTRING CALCULATIONS DESIGNER = I: W MCMULKIN BASIN G t t Intensity Qdev. Vin lout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.09 437 300 137 9.7 * 584 2.28 .78 610 584 26 10.0 600 2.24 .77 612 600 12 15.0 900 1.77 .61 665 900 -:35 20.0 1200 1.45 .50 694 1200 -506 25.0 1500 1.21 .41 70.3 1500 -797 30.0 1800 1.04 .36 711 -- 1800 - -1089 35.0 2100 - .91 .31 715 2100 -1.85 40.0 2400 .82 .28 729 2400 1671 45.0 2700 74 .25 734 2700 -1966 50.0 2;000 . 68 744 - 7%000 i -2256 55.0 -.300 . 64 . A2 766 1300 -2534 60.0 3600 .61 .21 792 3600 -2808 65.0 3900 .60 .20 334 3900 --3066 70.0 4200 .58 .20 873 4200 -3327 75.0 4500 .56 .19 892 4500 -3603 80.0 4800 .53 .18 906 4 -3894 35.0 5100 .J4 .18 933 5100 -4167 90,0 5400 .50 ..17 957 5400 -4443 95.0 5700 .49 .17 ' 989 5700 -4711 100.0 6000 .48 .16 1018 6000 -4982 THE MAXIMUM STORAGE IS 137.19912 CU. FT. * The time of concentration is 9.740366-minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM•CALC • h - - VOT A = 3 +PI\ + g3.6.84. z 1(9 5t$54r.to ?ANT. 46..ZD o "a 0 ( 0 0 0 ft- c - --viztve5-- V z 2000 goops Lot A 1 0 0 Fi. z to PPQ. 1.4 t‘ r e ir: R - : _ e r- 3- fe s 2 - 0 0 ft- - 21 f IC) 4 f 2 0.2S Acga ‘‘" STPF t-4a 1L9Lovv1e geQuLc Ja?,_544 rrt k it. t2. IN • VIF):Mg- WILL- - FLOW a END f cups ANp tri SwAL.-e 'Fog- NOW . InalPit_owie 0 ADDITION tn,a CALCUL.A.TI.ON st.N At" 7_ 10,000 I lit .4•LeSc) IS .4 . 400 Z Vi FT- v / 4 _a PT: z 4Qa.31.i z ti5/13 200 PC RE RE Ho. 12200 7/11/90 rWrn INLET V411-1- 13.€ C.0i4S"TRIAVTED AT S•g. �f futuRE 1 to a. (2200 nt500.301s MIDI LOME O •DDITION 7-II -90 6Kwm) "20$" •DRAIN(iGE CALCULATIONS J3 e- EASemENTr 10= 10 ov DRWEWA1( NORm L 134 WA 7 47 L O . SWAt -E BOAOM e'� M to 85 . -o oun ft /F1. 0 � 0r SWP NORMh� 5 1 5� • y5 CONC • Cu+ZG is ... .... CROSS- SECTIONAL AREA of SWALE (Z,c o 5 ,c4 = + Oa 3e) z 1.94r•z 1.01 0.91 al 23 40.00 .3 s 119.00 125.00 2 9.00 AVENUE 1 ;ECTION ) 3:1 Slope. HIn. 18• BASIN; ► / '; / / _ \ -- \ --- /-1 L. // /' c' ` 1 11 I 1 1 1 ' 11 1 7 1 1 � 1 1 1 1 I / 1 14', j ' 1 1 • 1 • / 1 BA SIGN o, r• '-3' 84.00 3 v.00 DATE = 7/11/90 • DESIGNER = K W MCMULKIN - BASIN H PROJECT NAME .= MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .52 A RES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 _ .25 ORES SUBAREA 2 RUNOFF COEFFICIENT = . 15 TOTAL AREA = .77 ACRES OVERLAND FLOW VALUES Ct .'l5 L. = .0 N = . S = .007 CHANNEL FLOW VALUES / Z1 = 8.6 Z2 = 7. 3 . N = .0 S = . 007 .TD = . 3297 COMPUTED VALUES DUR = 11.14J I10 = 2.12 / 010 = OA u RATIONAL FORMULA HYDROLOGY COMPOSITE RUNOFF'COEFFICIENT = . 656493506494 V H YVIIDILOWIE GO ikt.niTIDN N0. 122oo .STOFVI'1WATE1= .b RAIN.E.rot:..-CALCULATIO.NS 111190 KWM (7K -C!:' f7ae. ctIAL AREA C V - ALE i 0.5'A 4.29) -t-. _( . 2 .3E D. A 3. o 4) - z 1.9 1.01 0. 5TORf.Ge. VOLUw1E .. 340-FT. -t-452 ¥F<t. .6c AND LENGTI-1 OF SWAT -E - 1F L 100 FT. AND ` 1.0 /° SW/aLE WI(.y BE GONSIGEfr6D p LA7 - 3(8 141 AVE. E,?.. Gto1. -ro A F r. c o.�o`io �/ o x -2. (.80 To E.R. 5 �9 z 4' S2 F T_ @ O. S a � LoT$ d BLOCK 3 DRNES @- 14( Ft. tst Fr. z.. -G 8 Ft.* - . t.c1c8 FT? z. 1 ✓S . FT S DKIVE$ V/ / \354 - ft "> = 2 ri gERu126i ".20St: 5t.41 F-E.QUIRED_.z 2) 1 — TYPe 14 8 " D 34‘F STORAGE DATE C'' W ;•.M CMULK I N " 5 = 7/ 11/90 'DESIGNER '= PROJECT NAME = MIDILOME 6TH ADDITION" DESCRIPTION = STORMWATER DRAINAGE -' • Intensity (in. /hr.) t (Tin.) (sec.) 5.0 300 3.18 10.0 600 2.24 11.1 * 668 2.12 15.0 900 1.77 20.0 1200 1.45 25.0 1500 1.21 3 ;.0 1800 1.04 2100' .91 40.0 2400 .82 45.0 2700 .74 50.0 3000 .68 55.0 3300 .64 60.0 3600 .61 65.0 3900 .60 • 70.0 4200 .58 75.0 4500 .56 80.0 4800 .53 85.0 5100 .52 90.0 5400 .50 95.0 5700 .49 100.0 6000 .48 BOWSTRING:CALCU.AEIONS Odev. (c.f.s.) 1.61 1.13 1.07 Vin Vout Storage (cu. ft.) (cu. ft.) (cu. ft.) 646 THE MAXIMUM STORAGE IS 346.21098 CU. FT. *1 The time of concentration is 11.14096 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC 300 346 910 600 310 958 668 290 . 89 1009 900 109 .73 1046 1200 -154 .61. 1056 1500 -444 .53 1066 1800 -734 . 46 1071 2100 -1029 . 41 1089 2400 -1311 . 37 1095 2700 -1605 .34 1109 3000 -1891 1141 3300 -2159 .31 1 180 3600 -2420 . 30 1241 3900 -2659 . 29 1298 4200 - 2902 .28 1326 4500 -3174 .27 • 1347 4800 -3453 .26 '1387 5100 -3713 . 25 1422 5400 -3978 .25 1468 5700 -4232 . 24 1511 6000 -4489 t � •A,,,„,. .10 54__3.Ce._._t..- 85•.t44t 11z6.56 z. 5161 FT, L 0.19 Acme ..(Nt_/G•_ =- 4.2 - _la)._.5.__ 35 ..P_Z=._F7- .*___Fs_ FT -_`- 354.3. . ...__._.._( °.,4_k_ZO)_. -.( 4-.A_r[_4.4p )_:c_4_p4. =.- 314.16-- L -.-_8 •- e +._- F i - Z .- T ST €'4 19 (`1tSZY- (tt&b 9t) z 95 92 ft tE IS FI z 1 26.50 FT. cric is 'ot .66 , o8. BASIN _ t _ i 3 VV11DL.OVV1E 61± AD17ITJQNI ..STOgVYIWATER DRAINAGE. CAICULIcT_ION =.. 10,000 FT• 600 i.F'f_ - la. 0. v Acgc 20$ % _ g.CRU1E+ED -... d.I..b]..fTz>E 12_114 NO. 1220D 7/4/90 IS w Wl .1 BASIN tt 0 ID1 Dime 6 ADDITION ST_ORM,WAT.efa - (2. D. 14 ( 4 :2- 6 1)÷ - aTh S «344) 1 .6j (M11) Lc116TH _of r=wp,t_E lf +4 - too - FT. -- 4.1-tr) -- THEN SWLE wit‘Y CoNcas FLAT 0.6o 38 AvEmvue STA. - 2-t 136.59 To 5Tp, 5+3013 = - L44 ft t.oT5 lz gi.0Ce 3 Piz tveS e leo FT *ea FT 5 lacie voLuvvie tr. f-T 3 DRAVe5 3255 60 12- Fl".3 • -4 ) --‘1-2 -°e'S t •ToRAGE -1/0L0016-12EQUIREG----l-Sql(p v cb - Tvi 5+30;•/3'— = - SYfi 0.k3 faclz5 • • E.R• Flt61-t --- v :z..noic - vvve. bLT 1-% E /94/00 P . wiLL ee iNcLuveo WITH fusuRe imsolLonie ogfolvAcE cp-LcuLia .-2 -) — TYPE "A" pgYwet-t- . 3- STORA6E No. vtic-.)o - I/1090 ic_Wwi ID tot et 1U? tF D RWe WAY MIDIG.OME Oa' ADDITION U 20" 'DRAINAGE CALCULATIONS 11. EAseinew T 1/49R# swIALe. Borrow 7 P- --- tin ft/Pt. .---rcrctWAw - e I t in ,tx S a t4Okolfr ie 12200 So5 NO.S. 1- II-90 Ss. CR.oSS- SECTIONAL AREA OR SWALE : 3 44. 42 (4:14 0%. Alt) + (- X Colic 3 I T t 4 oNoi 1.01 C ObIC • u g-6 4al..1:1..11 7' i_, t DATE = 7/11/90 PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .1= ACRES TOTAL AREA = .13 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES CHANNEL FLOW VALUES f Rovx -fl g H • Ct = .15 L = 0 N = .4 8 = .006 L = 318 Z1 36 Z2 = .172 N = .016 B = 0 _ .006 TD = .15_ COMPUTED VALUES DIJR = 5.00 110 = 010 = OA 3.18 C\1Kg OPENIN6 ot4 Qow'rINuouS GRADE \%z 6 IN- z 0.5 f'(. NEt6Ffl of INLET 0.s 2. IN. x 0.11 fT. fLovfl.i 1E DEPRESSION V, z O. 133 FT- DEPTH of flout Q 0.31 CC'S DISCHARGE flcs. \!o (a) z LA z eta. Qw /L Qa La z RATIONAL FORMULA HYDROLOGY DESIGNEE; = 1< W MCMULKIN BASIN J 7 0.0v 0.31 0.081 SUBAREA 1 RUNOFF COEFFICIENT = .9 fog- Qs 2 IN. y� 0.133 fr. z f C, lzEQulRev To \wtegC.E PT toock FLOW 'I. 4.5 f c. cufz€ oetNING, SIN. DEEP AT E.F. I STN. 5t30.13 38TH PVE. DATE = 7/11/90 .DESIGNER = F: W MCMULk :IN - BASIN J rR:OJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE t. t Intensity. Odev.. . Vin - Vout StoragL (min.) (sec.) (in./hr.) (c.. (cu. ft.) (cu. ft.) (cu, ft.) ... T: 300 _.18 C _ 'isa ...' 60 .0 600 2.24 ^6 184 180 4 . 9O0 1.77 ^1 208. 270 - -62 20, n 1200 - 1.45 - 17. 221 - 760. . -139 1500 1.21 .14 227 450 1800 1.04 .: 1'2' _3 1 ; . 540 , - -709 -S'_,.: =r :2100 .91 234 - 670 -396 2400 82 .10 240 720 -480 45,0 2700 - - . 74 _ , 09 243 , . - 810 -567 - 50.0 3000 68 :08 ' . 247 '960 -653 3700 .04 .07 255 .. 990 -775 60.0 36011 07 264. -- 1080 -816 BOWSTRING CALCULATIONS 65.0 3900 .60 .07 279 - ._ -891 4200 .58 .07'' 292 ' 1260 -968 ,.;.r 4500 .: ".56 .06._ J299 '175II., -1051 00.0 • 4800 .53 .06 •• - 304 ' " 1440 - -1136 5100 .52 O6 13 1530- 1217 0 5400 .50 .06' - .322 1620 -1298 95.0 5700 .49 .06 1.710 -1377 100.0 6000 .48 .06 743 .. 1800 -1457 THE MAXIMUM STORAGE IS 59.56812 CU. ET :. . . Th time of concentration is 5 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC 1 1 i J 1 1 i I ' P 1 ...... . 1 1 1 � 1; 1 1 11 1 I I' 1 1 I I I 1 i 1 1 , , 1 1 Mt :I, 1 I I I I I G 1 f 1 I I I If /# 1 -- + k -� f I I 1 I 1- I •� �- H4-J -I 1 1 L 1 r� I , I ' M , ' ' T l _ _'T'A'T N215M% I 1 1 1 1 1 1 1 1 l I 1 � ' I I '' I I' ■■ 1 i 1 ,—_ —r 1 I 1 1 1 1 1 1 :11 1 1. 1 —,r ./ I it 1 1 1 1 1 1 1 ! 1 1 ' 11 1 1 I I 1 i I—r I r H - 1 1 1 1 1 1 1 1 1 l 0 1 I 1 I I I ��'� ti I I I II j I 1 I s I I I 4119K11111W4111_MMS Y V/.% (ig I /5rAinarar=�w��alire 1 I I f I 1 j I 1 � Or 1 1 . AIlk/ 1 111 N 1 1 1 N N —1_ moo � A� % %■■Ia■a_ I % y ar IOW _, I _ r In 1 j 1 -+ I / � � 1 /%■ JN "�+ NI I 1 I 1 -EN= w -II I • i1 1 1 I . I _ I I � 1 I . ., I I 1 I / - I � �fl 1 1 11 rii111 t I.:. 4 1 , ' 1I t t I ' I 1 1 I l A I �- - i--1 -� I 1 I I I 1 I 1 1 1 I 1 I I I I 1 1 1 1 1 1 I I I I .. I I I I I I III I I I I. I i � 11 I . DEPTH OF FLOW - y - FE..:. .01 .02 .03 .04 .09 .06 . (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 .06 .10 .3 .4 .5 e .e L / La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 .0 .6 .4 .3 1 .0 • .. .2 , O L .10 .06 of .05 .03 1.0 • .6 5 04 02 • 0 3 a 10 Mt ■ ■■ 1 111111•1MN:% PAIN M N215M% 1 ■■ a/ iSa�. S*U y n y u■ n SIMMInedVAZIM - NI n -EN= w NH H - r- - ; -- -__Von in -- prir, lit / t� 1 1 1 IL 1 I 1 DEPTH OF FLOW - y - FE..:. .01 .02 .03 .04 .09 .06 . (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 .06 .10 .3 .4 .5 e .e L / La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 .0 .6 .4 .3 1 .0 • .. .2 , O L .10 .06 of .05 .03 1.0 • .6 5 04 02 • 0 3 a 10 �� / / - ` O 100 200 P /// A i''\ /4: 1 C \ C \ \• // // `� - / - ;• 1 \\ ';� • 205 / \ e y • ir \ /V • / r ; 0 �\ / \\ \ / • \ / \ / • 1 ,/� \ \\ / / ///��� \ \ \ \ / � 4 /Y \ • \ \\ •.\ .. ....., %.t......... ... .... `I / / \ \ / / A Y / \ \ / - \ ,.., ,...7-!, 1 V i \♦ ♦ \ 1 ` / _ � ,e \. \. T \ ------ // /' /. ,--- V...- ' / // Y n \ k .0) --k A 1 a te. a a ,)% / h. \ -:a / /74 7 /'' / I "Il . 1 / / / \; T I l I 1 \II I i f ' _ z, t TH r m 4` ✓ ID ID CD s 1 1- 12.5.00 10 200.00 3 0 70.0o x. 38 n n a1 f` 1�• / F. ( Ictoo) d- (gt14z.) lYt9 (gt5911c) Z' BA.5IN . NOTE INS IVI I —OVYi� 6 ADDITION STOSMWA DRAINAGE. CALCut.ATION. - o..._.Z. 1153.20. TZ 1- . 2..92.f 17916 FT.? .04 p•cize 8+93.60 2 9740 F jf I$ FT. 2 rjA;.zo FT. (20 xto -(3/4 fnf..•? = 40o- 3 14..16.= 4 PT? ID .STo VOLUmE K+;.QUIfLED. = ..11gG.FT2 �E i z 'N. - 3 12 reASIN_ 1 p R[ zA1Nl . G_E.�._W.ILL._.BE__LN_CLUDED.. WITH FUTURE MiPiaonne DKAIN A6E CALGULATIDtIS No. rtLoO 7/4/90 1<Wk1 s loo 200 / / / $ \` // 1 < \\ \. • ,/ / 1 / F / . • / . .. .2o / IA. % / \\ / � 4' / / .k /x \ / V t \ / 1 \\ ��, // / 3 / 4 . // ' I ''/ \\ \ \ / / I :' i � \ / y � :\/ • \ L — � \ / IC / Co \ /- BasrN � / ;7, :: / \ /- -` 0 `' /• � , / F C) / / ./ \ / -I / ; / I I i \ I, , / it III kW �— / II I it 3 1 00.00 / / � `� =J / A Y / • / �� ` i 10 125.00 / /— / r r 81.00 Gentlemen: GSN287:sla Attachment S 1 pn J 0t R E : /" 1 V\ r I bye f Thank, you. PuLlir. Works Building North R1 1 Jefferson '_. (J ' 1C1 \C'[ i COUNTY ENGINEER Ronald C. Hormann, P.E. COUNTY ENGINEER f;.i•ID u,c:�:a ;'1 99260 Date: A review of the road, drainage, and parking plans for the above- refer- enced plat, short plat, binding site plan, 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. Very truly yours, Ronald C. Hamann, P.E. Spokane County Engineer 1a . lelson, P,E Planning Engineer VUBSNI n [ ;ton 99260 (509) 456 -3600 TO: GAFY S. Nasot.I E. 5PD coin1TY ENGINCEgs 1 1 SUBJECT: F51 ipiLDvvic 6 TH ADPITION DATE: SAN. 2-S ) iGq I kihacned - ar�our review arc Frih 5 0f -One. revised street cm dY-c6vaggee, piahs for Mici1lorne - ( Addi-tiovl . Also, incluae4 are copes of tke. 'revse dr oalc dc. w 2/11/(1) �P ailA.)r. ' , e ,P Uml 0 e0 C D R T 6M - 100 �P�� • % S impson Engi neers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed 6 X-ie - t cI'V, cinaintu 1111 P[$^' +w x '111 SPOKA E COUNTY COURT HOUSE Gentlemen: S ; RE: i11 1 d, /oMt 6t GSN287:sla Attachment Thank, you. COUNTY ENGINEER Ronald C. Hamann; P.E. COUNTY ENGINEER Sa »oa'%si ,Wmili uironv 99260 Date: Orl'i.;i OP A review of the road, drainage, and parking plans for the above- refer- enced plat, short plat, binding site plan, 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. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer y Ne son, P.E. Planning Engineer Public Works Building , North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: cAwe 5- NE[LsoN i P C, SPo (4€ C-OuN i Y ENGINrEr SUBJECT: !11 -OWE (ems AVD11tom DATE: 2 -)is% 91 ktfiacke.a 4°r 30%kr review are privds of +Lea. re. stree± and ay' egivta3a dams for Y2'id'Gow GILL pd di+iovl a A1St + nct &ded are s owte rev is e-4 d-v c9y_ CaiCUlotet h r. tb impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed gyp• �� TO Az ,( FROM : /44 - ` RE : Standard Drainage Language for the Dedication on (3) OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: , 19 1) 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 , fi , of Block , and Lots , 6 , 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. (4) 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 a_ a.. oa.a e_r n rcnc , _tn_drai.na¢e_easements_on private property. __ TO: J, I l I (2mm,nc PC Spa kano COL 4>e rill nPerI SUBJECT: R (it ce A- Dnu o - L- S CR - Z jvi cd, Iomc 6 l DATE: ¶/8/9 "T UI%+hd n CI I dar i. . I 4-4 1 h dYa, ✓r n srn `CL tun S Cr , c Ca� \ W e a +d / -or CQG/.r, , c sc& G In Oc*a(n &.r of 1992- J 1--LTO 4±'LC lA.,.I( ht( Sn(#, pn- , glF).1 - + RECEIVED JUN 01 1993 SPOKANE COUNTY ENGINE 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed � —�+zeic^' t$ 2.5 13 �.¢. 5 %2 T.C. Ins-'cw11 - Z - (o ?VC —� Culver is , 20 L.F. !Invert ; 14 �N 14 out tender Driveway t o' 5 13: Dramaga Easement 2.1 to' r, t. ruT Concrete prlveway Invert 91Pe /Swale Bot 2 -6" t ■ . PVC. Cu \v erts tit Slope-,min. /311 SloFe,mo.x. from °F dr \veway . to bottom oi Swale 38TH 16' Concrete 1.5 Curb Pavement 1i' C M.P. 43 L.E. �Znv_'r \4 o` E.s pp C` \t� WASH d�Z' a 0 96/ SIO`!AL EXPIRES 7:11: 213 r Cr M■D■LOME GTR ADD1TtcN L OTS 5 ANO 6 BLOC'IG 2 SWALE M-° DRIVEWAY PLAN S1M95oN E't6\t tFZS INC. N. 909 ARGONNE Koko SPOKANE, WASH. 99212 So% No, 12200 io /6(92. Concrete =nlet Invert, l 5`? _ To? Grate,1611 1 Cir Channel Name- K A MCMULKIH Date- 9/30/92 Action ft-.12200 Description- MIPIL0ME 6TH ADDITION Station 11+0(),RT - 4" po / E - toLvel Cf: = C$z(A'S. ~^ G.Sit dia.= .5 ft. Q- .41 c.f.s. n = .01 So= `01 (t /ft. Ke= .9 Dn= .27 ft. An= .11 s.f. Vn= 3.88 f.p.s. ;Rn= .13 ft` Dc= .33 ft. Ac= .14 s. f. Vc= 3.03 f.p.s. HRc= .14 ft. Length = 26 ft" Outlet flowline elevation = 14,6 +t. Supercritical Flow Dc= .33 ft. Hv= "14 ft. He= "13 ft. Inlet elev.= 14^90 ft. '--`--- Headwater elev.= 15.40 ft. Critical Slope= .30552 TO: BILL HEMM /IJ6S i I? tr 5roteaoe CoUr1TY EaCg. 'DEPT SUBJECT: WIINLOM6 6" ADDITION L°T 5 / S1 a DATE: 6/1/ rltb1E The_ d for Lt' o- S . 131oc-k Z 'wets C olns1-ruchej vn 35 Ave. and hot gobie 5+. HoWe.vex• +he swage Storage available on i 3,5TH Ave. and 1Zobie St.. is skffic. eh+, II,F R ECEIVED JUN 0 2 1993 SPOKANE COUNTY_ ENGINEER � impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed 15 t4r`n `W "Mc • . i -- :72": •--- ......... I vi,cy . ■ 1 ,,,o . . / • / ........, , ". , \ , \ v . •\ \ I . /./. ..--.. - / . ■ .. -. ....- , ■ : - : / :I 3 .. i I _ 1 / . 4 , I , : •. i I I i , F , : 1 . a - I Y / • • - 7 /, . . . 1 ‘s: , 1 — ,.. 1 I 7 .1 • \ - I / Al : ' I I - -- : c ..•' 2 " - \..- / \ N N • 37 ti., — I / I COURT \ /V kSIN, 1 _3: : -1----- \\,,- - A • , c). /. , 1 ,, „ , , - :-,••• ,.r.\7 . 1------7---N . / i )/ \ . \ Ls. i ,........„... , . - -, • r . 1 t . I . .. . ,. i -, / i i - _ -N .1-N- / I ..". , . Y\ 14 j7C _scri • / % -- - - -A::.." / / / ., • .. .f ' . i . . i l ' d rJ / 1 Dr — —..1 I 1 I 1 1 4 1 .1 1 ' 3 4-.3"-r-L7n-ZICANC r;s3/41/4 8 81 00 /5 ' S r we 80.01 81.00 e 8l 81.00 80 . \II 8.N sik_zg io = 1 \ I 8Z '3 Cur b 5.5 Curl Type_ "1 1 1 i ••4 trI.7 • • •=:- „ _,-..,....,..„....„. , 4. ....," --- ;t- - 'a 0 a .. in '7 , tu (5 .. -.... , - 5 - 4 84 ..ii o q 5 g — e4- 0o , • 00'01 01 8 \ \1 T i8I 0 1 0 ei44.00 . . „ . 1 gel 2- Special C4-1- Dr9We.11S--•- S4-.00 • - • P .- , - .......- - -a- f- I tits • . i -- :72": •--- ......... I vi,cy . ■ 1 ,,,o . . / • / ........, , ". , \ , \ v . •\ \ I . /./. ..--.. - / . ■ .. -. ....- , ■ : - : / :I 3 .. i I _ 1 / . 4 , I , : •. i I I i , F , : 1 . a - I Y / • • - 7 /, . . . 1 ‘s: , 1 — ,.. 1 I 7 .1 • \ - I / Al : ' I I - -- : c ..•' 2 " - \..- / \ N N • 37 ti., — I / I COURT \ /V kSIN, 1 _3: : -1----- \\,,- - A • , c). /. , 1 ,, „ , , - :-,••• ,.r.\7 . 1------7---N . / i )/ \ . \ Ls. i ,........„... , . - -, • r . 1 t . I . .. . ,. i -, / i i - _ -N .1-N- / I ..". , . Y\ 14 j7C _scri • / % -- - - -A::.." / / / ., • .. .f ' . i . . i l ' d rJ / 1 Dr — —..1 I 1 I 1 1 4 1 .1 1 ' 3 4-.3"-r-L7n-ZICANC r;s3/41/4 8 81 00 /5 ' S r we 80.01 81.00 e 8l 81.00 80 . \II 8.N sik_zg io = 1 \ I 8Z '3 Cur b 5.5 Curl Type_ "1 W11DLLOME GUI t.PDITIoN STDRwI J - fl g DRPINAGE CALCS. B (&z + -t- 64) .331 IN.? 3 ( D OD'0 F 1 IN.`" G1=ASs z 3-717°°--71 NOTE "20$ SToRP. A ?AV c. z I i 1 FT. iE 18 FT. z _186 FT.` Astw�K. _ 2_5(0 ,FT. +c.<o. ET. ... 1536 FT. • Roof- — 3 e Z. 0 F- ▪ c &DDo Et. fP DFwES 0 Pt? Z DOD FT? 2 ` 122_._ 14 fr. C l T. rmper-v• 51496) t 1 36 1"6DO "DtZDOO 12 '7 zt? FT." 0.2 Acre "20 ST °?ACC gcQuuucD = 3166, FT L x- Z I 0 T1- n �= 12 u1/ 133 FT. "toe T)F- kINAGe FLOWS To SWAGE Irl BASIN " G " TNRouF,H CDNC. INLETS kNO 12 C.YA. ?. CuLVERTS v 885 3 BASI SWALE STofP.GE .5123 FT. > S O BASIN " ft r 3 f ` 5."fDir-AGzE LASIN. ""t 6c17 FT'3 53 D FT. NO. 12200 I /ziJgi (KW D. =7 ACI=€ FT RECEIVED JUN 02 1993 :wawa COUNTY. D ELO /?1: 9 9 I I. DES RIKER licH1 1 K It ,1'17:1) L. 0111I: • c,i'11 ADD:I:TION TUH1Ui11CR TFfiTNHf,I 9 PiC,RCS _ LUUA i.:H '1 I UNUFF f_,i1CFF If TENT .:f7 HC1a:S. 1 SIJDAREA ; ; f 1.111OF F 'CGEFF IC1EN1' - RATIONAL. FO ULH.HYDROI_OG3V:;. ',I • L :(11'°11 O J IE ISJ110( 1= f UI I 1 ='il,1 I`•!T O: rig,- V/e i- F: 3r18IN is ' GOV•t5 .'TO -I'YPE' 5DRYVIEL.LL IN u STA'. t0-t3 6 HT 3'8TH 'AN - Y, Tlu ouGK CoNCReTE INLETS: AND IZ" C •M? CuINERTS . DACE n' ERLr- r. CI- IAPd1\10.1 : F L._Oi.i ' v ' i" d ...l. . E 5''' COinP61 - ED VPLUES nLJl-t = 9.98 .110 010 d �,� CIA 1371)0 t. Length; = .6 . i {J f t. JInr=' .-'I7 :s. .�`. : Yen= ++ 1 a H.,/,..- : `i In1 ei-v.= 1[5.21 atadw +1 (r L , nv - 1 t C,r. al_.;1 ,I := 01 t,S7: I N ,Date- %1.C✓( 7:1 L)r1E ia'1I-I t- iDD..- iall-I F�,E.', t .� e � T Fl.'o�l FRowi CoNCF -6TE IN t T SA. Il+gO', 28 , LEFT c..00 CRETE INI.�T` STA'. 11 ±"72`. 2,51,; RIGHY . . •1?- • .JT I , ii 4„1 ,o . OU45 ,1: /i1:•!: c . 1]utJet•,].nara.i . lic cle'!at1 1 : 4 '9° _Circ.Ula (Channel! Action # -12 00 4V Name- 1{ I :11CMUL I /escr :1 pt.I n 11 3 ..dia:= 1 .'it; •. A §ri:;:In: aiVq:.'L:I,a'hiSeS Name .I:rW' NCIIUI_I::11`I- Dark. J f. ;i rl • Action It 1 In Ie --c ip'1ior' I11nit..EtlG, (DI I-1 .i01H i'.1, r ` * -f'• _ . FLovJ P Row' : CO NCRETE,'l LfiT %S•A.'I1+ - i2- ZS g 16141. til_tLi on- 1'1+ ./ o _ •. , . •. " CH h OUGH l2 G•VN.P.,, Cut_VERT,' .TO DRAINA SWALE' C :it °i:x..ta.ar I C n1 , o a '`- . 0(145 ft ii L 'r l <::C•' .ri', eriylli `_ i kit.1e , 1c;v ;1t lfr : =•1•' i is ?n 1 =F.72. ft., On := '.. i{I f irlr 17 .::.'f, 'i.1 _, 1' E; :F Li. ia` 'II1 I'r DC 3 r ,. _- r ' Ci : "r .p.E., 1-Ilii: ft. 4. Et tab ca r Li ca] 1 7ni eeL: a1r,.- 1.4 ,i" 'f l:. 1 Y'cB.Leet RECEIVED JUN 02.1993' SPOKANE Caitiff ENGINEER :. ' ;T 12_5 00 r;1 12100 17-5 00 85.00 94.00 tso.00 — T 99 c _ \ 1/L ____` __ ' I , 1 � 1 1 1 t 1I 1 1 1 1 11 , yi' -. i 1 1 :1 i 100.00 425.00 • 65.00 -rz_sc--"J — s Q 11 V ; BASI El BASIN 1'C" Frol.bil.i3117.1114171.VEIVXM04.10;;:th.a:....f.J f ;,■.` ..;.■qhf • ; 37 •3;3 3 ;;1 , ,s;Nr.i..;' * u ' Y)miDILOWIE 6 ADDITION '21 Aho N PKGE_CALCA4.1-Kr .P./ 411 K WIY1 0.3$ F.cize t - t 99 _ - - .20) _7 (4.)(t. LZ• . . u 7- 3 WS Si 6_ V.DI. tA YYIE,geatAIR Ea> z 71.7-.5....E1., _A_ 4 ' - 1Z 11 • t40. 22 00 RECEIVED JUN 0 2 1903 8POKNE COUNTY ENGWEEII .Ggfa Aril) LEN6Tli OF SWALE. • • • #' • • " vvi LovviE t ATjDN • r ' t40 12•2.0D ' i ' _ 5.TID.F-W wAT6g.._ AttDN S.._ r 7 K „ . . ..: N _ Ag - of. SWALE. - • -t-- z--1.9.9.-f-T _Lori . ; i 1 -: t F -- &. ---- Io0 fq. - Ahltp 'THEN SWALE - MO 13E CDNSiDERE.2 VL-P • 1 I -!:1-1)- -.52.- 1 3S kve. eiR. to - 1 0 S z. ...c6- f e. -jt.O .-.. - ! 1 . 1 Rove. Si. E•R• li-zo.2.4 - ro E.g.. SA z.. 459 Fi. @ 0-8o4 ; t_ors 175, i3Loc..K '2. ' _Spiztves @.. tG7 FT- c ZO ft • 4 1 64. . ! s 441 - 895 .? -+ I 51- 97-e V .1% 13 6c1 1:29,S g.€-Qutiget? 1 - 0 -4-1 2...ocet — S - rOgiCSE — NOL - tivvie -- gEoutIzeD 3 - RECEIVED -- JUN 0 2 1993 • • • SPOKANE COUNT1ENGINEESi MIDi t-0ME f!L! ADDI °20$" bRAINAGE CALGUL.ATjQNS -Itt oR ORWCWAY • I NO!•tm AL�S Fr/ ope SWhi.e Botrorn to /3a eAseinen ' - • .. Y.S � >�■ M1 ' ♦... e Azhv �I -Nat 0 0,t3' � r * irLE NOk s,F 12200 5o NO.j 1 11- 90 ( C o' C. Cug . CROSS- setTIDNAL AREA b SWA.LE (Z,c OS >< 4 + l y x ps x 3 — = l•98 iT. 1.01 p.91 RECEIVED JUN 2 1993 4' SPOKANE COUNTY.ENOINEE9 r A i A TOTAL. stet -BPS ti€ A Sow-K• Z. ti Er. Ft c 5'22 FT• A goo FS A GRASS O■/L't t cs rs peso, O(2t \ €\4M GAT j 0 q. CA/1?-3 Cowl R-o w' 5'r (2-e 5 E.e '(ragt.E S HT. 3 °'V My DILOw1E Cr-ti ADPITION SIDW- WI\t/AT €R DRAINAGE - CALC S. I. 5 IN A 10, 0A04T. / z z 14, FT• IN, O 2 E. 2000 FT. z . 400.0- FT• oR�ves 0 A Z 522- 4- 40t,0 L 4yz f Z I W1?ERy• L 14- 1 50-0 - q -S j L - L y yV rt.' 414-uo ^) • A rt NO. 12200 09/91 CKwm) 0 17 (3 A C E 0. o AcKE U 2 ACge A' Az A To TAG. 1ZO0FS VMDtLowl€ 6TF1 AlDDIT101■I STD•WtWA - r€ 't>AINAGE CAL.CS. 1.56 IrL Yr /0 Fr.7" z 1 IN. A PAVT. = I03 FT. * Ig FT z '�I F"f. O,o4 PC 90 FT..( G FT. € 2000 FT? L 2/0 FT. A DRIVE: - I @ I0 00.FT. Z z 1p(j0 FT: A 1mYEKV. - 1859 --h 540 t ZoDO54O t t 10 OO z A 6RAss 15 - 5394 z IO,ZO(o FT NO. (22_00 I//9/9/ (f<W 144 0 jC0 ACRE 4 F T Y O.'L ACRE ACRE /. RATIONAL FORMULA HYDROLOGY DATE = 1/19/91 DESIGNER = K W MCMULKIN . PROJECT NAME N1I.DILOME 6T1-I ADDITIOPd DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .04 ACRES TOTAL AREA = .04 ACRES OVERLAND FLOW VALUES' • Ct = .15 L = 18 N = .016 S = . 0._'S . CHANNEL FLOW VALUES L = 103 7.1 = .172 22 = 36 hJ = .016 B = i S = .006 TD = .0856 COMPUTED VALUES DL:R = 5.00 I10 = 3. 18 GI10 . 11 OA = .11' q z p y z P.0856 THEN • BASIN A2 PAVT. SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = = .9 CUBS OY£NtNG ON CONTINUOUS GRADE �,(�^ ? v /� Qa O: l z (o, 4'I FT. P 0.O11 (LEQIAIREO'To INTERCEPT Ito FLow DRIVEWAY 1Z hIIN. /ZO MAX- 7 //A ITN (v CugE. CIAT GUTTER. DEP{2ESSION AT INLET . DEPTH OF ,FLOW: ON FEET) Fgo f \Ci. « a.) o.011 L q z Q a /L- 0 __ - 1 4 I I I ' 1 , 1 1 i I - NILMFAZNIN11,111 4: I t 1 11: It 11 I 11111111.11 ilinn 1 I* I X \N g II 1 ,;;III 1 l' ; 1 HI -- -4- — r - -- I - 7 cr -rt- I -11 •111111111We -r--hr r , - — — 1 11 1 I 1 1 1 i li1 — --/- l a LS+ Ili i I err 1 71" -4-1 1 I 11 :11 1 1 1 1 1111 I I I Ar r I j — -J- 1 -1.- I 1 .L4- I i :- --- - ' - r 1 I 1 49, I j 1 I I I Wil I 11 Hi ir ' 1 ii 1 1 1 , 1 1 1 1 1 1 1 wit 1 1 ' I I 1 I I il 1 * 4 . 1 0 4 2 i. i_ 7 - r I 1 . k+ LF I i I I 1 I i I I I I 1 11 I °I 1 1 1 i ii_ I I ___ I II . i i __L a 1 i 1 i I HI- 1 MI EWA . I I + trOST.a1117 1 I I 1 MI AV 1111r00 — —r 451/4031101 na l I I 4=aa P5/17411111111' Fir i ide 1 1 --I-r-1- j I I I I , , , 4 1 I I I • — r 1 1 I I I I I Id i 1 I I II I i • I, 14/ ' i ll' ' 1-1.11 i-J... I I I I I II„ I 1 I 1 1 1 I I I 1 1 ' I I ' i ' 1 I . // r ; ./11111,1 1 ' 1 itrrr , 1 11 iiiii iii,..h ---- H-b1+ - ftki -ht-r-i- 1 1 , Iiii,illiti 1 , Iiiii!!!!! nErn====trordziag= 11111211111=realatalli N- Ine Ii111I i.I :; I\ '�11 1 IHI!I 1 I:; - NILMFAZNIN11,111 4: L .1 It 11 I 11111111.11 ilinn imiliv I* I X \N g II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • t DE OF FLOW - y FEET .01 .. • 02 3 - DISZ.Hri. 7rd; 701:37 "DT LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (13) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .05 .06 .06 .10 6- ps .3 .4 .5 .6 Ik CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 1.0 .6 e .5 4 3 2 , p 10 OS 06 03 4 03 2 • .s 0 .3 c r a .2 .10 .8 1.0 • L 1 i 1 • 1 LJ A.3 A - r A ?M T- YY\\DIL C/ ADD ItLtN STOKWIWA"v €R D1ZAINAG€ CALLS. 1,6 I IN? 10,0 FT- l IN.t . boo P Rio F.-c. 18 F f = kto/0 F1- A SPvALK. 98 FT- ?E & FT. A troops = 1 @ 2000 FT- 2DDD FT. gQwes @. 1 0 - DO Erg 2 - 10 "0O FT.`" A InPa>zv 5 162o t 55e, t to t 10 c 5 A GRass z t4 800 — 520S z 11,592 FT. 140. 122-0 119 191 (Kwvvi) z FT- 0.3/1 AC R O.o4 PL re- G V 0 '/ ACRE 1 RATIONAL FORMULA HYDROLOGY = 1/19/91 DESIGNER = c W MCMULKIN BASIN A3 PVT, /PROJECT NAME = MIDILOME 61 ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .04 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .04 ACRES COMPOSITE RUNOFF COEFFICIENT = .? OVERLAND FLOW VALUES - Ct = .13 L = 18 N = .016 = .028 CHANNEL FLOW VALUES L = 90 Zi = .172 72= rzz 8 = L,006 TD = .0856 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = .11 OA = .11 • GUI:Z.15 0 ON CONTINUOUS GRADE O 0 6UTTElz DEPRESSION fT ifiLerr o r. 0.0155( DEPTH Of FLOW (I1.4 Fee-r) fgswv■ t‘ et) Tk-ksINI Q0, Qck/ L.G. 0. n os“ • ‘,41 Ft - rk-keg.E.FOn. ; 'DRIVEWAY 12 wm4. / 2 - 011 A11\ - A. v4/ &" CURB C■rt 0,0t1 geQumsD in M FLOW I 1 l l ' I' 1 �' 1 I 1 1 . ' I t l I 1 1 1 i I I j ;. 1 I l j l f I j;l. 11 1 ; 1 1 1 G IIIII/U■UUNNNNnnic0,I El o/ r Awl I -7-Hs � `aI 1 T 1 1 - -1- • t � 4.1.,-- 1 !� III 1 1 1 I I 11 ..L _y_ irw I /r' i I 1 I 1_1t 1-4...I I I I 1 I / 9 N- ___'- - 1 111 11 I ,.��� 1 11111 _ L __ ,....4 _ 1 .. .1 i i 1 1 I - N!V I IAIK I_ i / ppor iiil : 1 - i. l ,..i • .1 1- / I l � -1-L 1 1. I • �"' l , l i l l 1 1 1 ' j I I 1 III 1 1 I L 1 - - 1 , .'7" ' V . 1 7. 1 'I I � I t I I I I 1 I• 1 1 I I i I 1I 4" . 0ti :.7 :_ _ � _. - - t I 11 1-1- . . Y IMIrt �, erannn.0 '' III tlI � ►a N2 %� . I I I I I I t ... . l 1 ` r `� � " � I 1 1 I "' lO� tas - -1- r 1111 / ��A ' 1 .I.� 1 I I 1 I 1 I I I I I 1 .4 iv + -(-,- ; 1 I I - r �' -1 .1 1 I l l i 1 ; � 1 I1 I I I 'll I I I I I I I I I' I I I I I 1 1 I I I I 11111 I 1. I I I I � f / 1 I I II 11 II i 1 t l 1 1 I 1.1 I 1 III I I l 1, . •I I 1 11 III .. -1'1 1 1 1 1 I 1 1 1 1 1 1 1 i t i 1 ___ 6yN IIIII/U■UUNNNNnnic0,I El o/ r Awl I auau ■11111 M1 - +H X= N- --NIMANININNIN n p I 1 1 I - N!V I IAIK I_ ppor iiil : 1 - 7 I I i 1 1 1 1 1' 1 M 1 a 1 1 1 I (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L sr 1 r 1 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW DEPTH OF FLOW - y - FEET .01 .02 .03 .04 - .05 .06 .0e. .10 .05 .06 .08 .10 6 -39 .3 .4 .5 .6 .s � /La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 1.0 .8 .6 .5 .4 .3 .2 , Qa L .10 .06 .06 .05 04 .03 02 .01 1.0 .s .e .s O .3 Q a .2 .1 1.0 • A SDWLK. A Roof P P \V ES A I 'MP ER V W1IOILOWIE (DTEI ADDITIOnI STORWIWAVER DRAINAGE. CALcS. A PFVT. 38 ¥t. '� 1Q VT- q13 Ft. >E (P 1 T. Ca Z OdO �T•� '= 2 00'F 1 .. O'0"O PT t z. L000 FT V164 ¥ 5$3.t. to'DO -t 1tOO = = IcI,OO "O FT. Z 53 FT. NO. izzoo I/19/41 (Kww ACRE 19 5352 z 13 649 FT• fl rl ACRE DESIGNER = I: W MCMULKIN BASIN A4 PAVT. PROJECT NAME = MIDILOME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .04 ACRES SUDAREA. 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .04 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES DATE = 1/19/91 CL = .15 L = 18 N = .016 8 = .020 CHANNEL FLOW VALUES L = 98 71 = .172 Z2 -- 36 N =_ .016 B = 0 S = .006 TD = .0856 COMPUTED 'VALUES DUR = 5.00 I10 = ?.18 010 = . 1 1 OA = .11 CURS OPENING ON CONT(NtAOu$ GRADE 0.Z 0 CaUTiER DEPRESSION AT INLET U L O.O &SG 17EPTN DF FLOW ON FEET0 FCLOYVI F16. 1Co oZ) Qa z' 0.011 L 0 , THEN ' L a z T HEREFORE RATIONAL FORMULA HYDROLOGY Qa 0. 11 Q ° 41- a 001'1 Di t IVEWAY 1 MIN. /so WIN)Q. > 6.41 Co" cURS cUT 6.41 FT- RE0. 1RED To INTERCEPT IOD' FLDW I " 1 I 1 I II 1 I I 1 : 1'� .1 1 I i r . 1 . . .• .•.. ' t 1 I ' ,I I I I 1 I • I I 1 • • 1 1 I I 1 • I I ' II 1 I I � / /I 1 - L 1 I I .�..1 1 1 1 „ I * I ' — J . 1 1 I I lil i m - -1—..1-1.--1' a-1 I .I I . -, . I 1 t 1 —Y-I ...L I j_1. I , ' 4 . 1 1 11 11 'i , 'j—T Ii I I .1 I 1 I I I I: ! I-+- 11 I/ I r' I I — I 'sill .1 11 ` 1 1 � •,., 1 I I I .. 1 I.I I .I I I I I / 1 i 1 i I l i I I _, . 1 I 1 1 1 1 1 L H I = . --t 1- 1 1..1_ I ..r I' Y IWO' eI� �■MN■M1■ 1 1 Ir��� %ISTiWI t 1 I � G�' � raasW411� 1 _ ■ 1 1 1 1 1 1 1 1` i N1�N -` / /mod 1■ a %VAIN kr • � III n NO —L_ �_ t l I 1 I 1 ■ 1 1 ' I 1 I 1 1 { --1-- ./if 1 - 1 - I � // 1 I - } _jam" Hi _L. • • 1 1 1 {—j- I 1 I ' 1 1 ' / I I • - 1 F 1I 1 1 � �III I I I! III I 1I 1 r 1 ; ,. I . I 1 I. I 1 1 1 I I A I I I11 I I f 1 I it1 1/ ' // I / 1 I I .• .. I I I 1 I I I I 1 1 I I I ... k 1--1 I I 4--i I I I I I...• 1 I I. I 1 1 1 1 1 1 I I I I I I I I l 1 I 1 III . se Ma Maliella■efr- •• • I �MM,��y• 1 ■ ■ ■��MNAiIW' a/ m ea g N 1 U � UIIII■ ' i.Y ■ I-+- I r' Ni • = .inn t , I 0.01r :-. F_ L_ -` — r - - + - - -1 1 ..,_ .01 ' 2 ' o• oa o1 o•r a • (o) 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 .05 .011 .04 .10 • 2 .3 Lk CAPACITY OF CURB OPENING INLETS . ON CONTINUOUS GRADE 6 -39 FIGURE 16 .4 .5 .4 .s .4 .a .1 .a .1 .10 IA • 1.0 .5 .5 .3 .4 .3 .: Oa L .10 .01 05 03 01 1.0 04 0 .3 Oa A 6IZASS WIIpkLOW1E (9 ADDITION STORwtvJATE12 DF- AINJAE CALCS, " 20$ u STORAGE REQuifzeD = 1 12 Iu z No I22o0 I /1q/91 (Kwm) A TOTAL ` S.er IN. iE- 1 F7.1 3 9� 'OD FT• O. I ACRE J I IN -4 z / A YAVT- ' fl FT. fc IS F =.. 17,4 .FT A SDWLK. 9c8 F? . A Co FT. t S $ / F-T, t A (ZOOFs - s e ZoDO F1 r 6000 F--?' i\ 9RwES = 1 L Lo00 FTZ = 1000 FT. A lhnpE■, 1 104 1" Sg.`o -t- (a 0'DO t 1000 L j2 F-7. c j3 F-7. 0.2? �ACR6 39,60 — 9352 =. 30,z'tS ♦ - i - 1 0•� ACRE F T. RATIONALFORMULA HYDROLOGY DATE = 1/19/91 DESIGNER = K W MCMULKIN • RS PRwT. PRCJECT NAME = NIDILOME 6TH ADDITION DESCRIPTION = STORHWATER DRAINAGE SUPAEA 1 = .04 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TaTAL AREA - .04 ACR COMPOSITE RUNOFF COEFF ES ICIENT = .? OVERLAND FLOW VALUES Ct = .1S 18 .016 = .020 CHANNEL FLOW VALUES L = 98 Z1 = .172 72 = 36 .016 0 = .006 TD = .0856 COMPUTED VALUES . DUR = S.00 110 = .3.18 010 = .11 OA = .11 Tk-mizeFoge ; CUR% OFSNING DN CONTINUOUS GRADE. 0, = 0 ect DepszessioN AT INLET ■ot 0-De1/4 'DEPTH OF FLOW (IN fee-O FiZOVA FtG. ICA 0) ES41 0.0n a 0, a It THEN L.-0„ m 6.41 F 0•0t1 ite &mgt.') - to in «CEPT LWN 175 122 miti. /so b1p)4. ep" CUR.13 CUT > 6.41: 1" I 1 II - -I r 1 1 III - 7 I ,- �■asmMr�'yN I I 1 1 II I j Iil 1 1 / . I 1 1 1 I I 1 1 ' 1 1 I II �.I.L111 11 ,il ; N 1 I „ — . 11T _ -r . r 1 TITI"y L• 1 1 1 — .J - I - 1 / — I �— -11 l-1. 1 � % , 1 JJ: 1J • 1 1--1 1 I i— 1 . -�-� 'f I 1 t I 1 i _ 1 1 I I f 1 1 . 1 . 1 11 1 I I I 1 1 '1W .1 . III r I' r - I I I l I I. . j��i I l'� i 1 l I I 11 s 1 1 , 1 _ I I 1 ii} I ,/ ' _I.. _ r . �^ I • o . ' = I_ ..- � I 1 1 � I. ' I r.� 1 � .7.71 1 � i I i 1 al 1 . I 1 I I 1 1 1 I V/ is�rf similirdionallillIn Y t ° a�► 1 1 1 i I 1 I: i : I l 1 I0 ti /V: !; ' f l 1 f I I 1 1 1111 � I I I 1 1 , 1 1 I ' 1 ' I 1 1 1 1 I f — 1 .. III r -�� / 4 il I 1 1 1 1 1 1 11 I 1 I1 I /� I I 1 1 I: „ I I 1 I .( 1 1111 X Z./ / t 1 1 1 1 i .. . .• 1 1 1 1 1 1 1 1 1 I I I .'..11 I 1 1.1 1 I I I I 1 I 1 1 11 1 11 I I I 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 -FEL( 2 .05 Al .011 .10 6 -39 • ..S J .4 .3 A . .7 • 2 Lk CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 - 1.0 • .4 .7 a • .2 , O .10 .04 .04 .03 .0. ..0] .02 .01 1.0 • 0 .! .10 L �■asmMr�'yN RI NM 1 N ■• 0/ raIA. 50f,a.. ZOISIIIIIIIMMIIIIM 'A ramaran:::: Y1 - r T • 1 i L_ � 1.2 1 L�I�,'I, i I -13 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 -FEL( 2 .05 Al .011 .10 6 -39 • ..S J .4 .3 A . .7 • 2 Lk CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 - 1.0 • .4 .7 a • .2 , O .10 .04 .04 .03 .0. ..0] .02 .01 1.0 • 0 .! .10 L A TOTAL- Z.l4 ■1 ■DILOVVIE tLF! ADAtT(DN STO Vv\WA -TEg AF-AINAGE CALLS, A� -k A2 t A3 A4 - t• AS t 15 i C o ( oot.16,� 9 00.t 1,4 39 , D z IOS,SpV FTZ � / / Z -a ACRE A F.,. z JO t 1884 t l o+ l'1�4 t Il 4_ 1 I/ 0/02 FT / A SDW�K. L ✓ Zt 5' t. 58 t 5B/5 t 5't. . 242 FT ? itoo s zt. 4y00 t 2 �/o t coot -zo t 6o �o z 144 f-1-.2 / r✓ ! O O D D 4 mPEizv. 4? 5394 t 52 /0$ + 53 z. +9312 Z`} sZg F-1. " 2-03" STORAGE REQUIRED i ✓ V ✓ 0, CA ACRE A �IZass `79/-78 + io%o6 t IL592 t 13, t 3041-8 — /5 1 6 - 72 FT. 1.x,4 CF- 7002 FT. )( %2 IN. . 12 W F T- 00 FT. s-l- — 1 P4-AN No- 12. 00 ( /i9 /9( (cw m) Arvx:tA s 141". 3 c! 3 YVIIDILDWIE I'o ADDITION STOgm\NATEg- DRAINAGE AI tA tA3tA4tA CKOSS- SECTIONAL AREA OF SWALE ( i E 0.5 * 2.48) + (k obs z.48) - I-(0.5 2.4) = 2 FT. 0. (,200 GRADE AND LEI\4 TH OF SWALE IF - I00 FT. AND I.0 - THEN SWALE MAY Be CONSIDERED FLAT 39 AVE. p 0. 62.0 I.2oor0 At FT. e oceo` A2 - 9 o FT. @ 0.60 A3 `IS FT- @ 0, fo D 670 A4 = 9 S FT. @ D. !o D %° (+) A5 Z 9?) FT. @. 0.(00 70 11I FT. ( - ) • 4 DROVES @ 6 FT. . t rt. s-vogAtE VOLUWIE 41\ fT. — 64 FT. = 4o / FT- X 2.44 F r. =. 993 FT3 DRWES / HZOgu STORAGE z 29Z FT. 3 2� l - T`(PE ° g" tgYWFLL t 99D FT STplz.N E 73 9 � 3 €--r- 3 990 FT- 7 292- fl. rlo, 12200 f /19/91 (KWien 5/) VYIIDILOVVIE IN ADDITION STDRMWATEf. DRAINA6E CALCULATzON� 0 13 2.4 t ie 13.0 / sEv' NT TOP DRW EWAY R/W C1 SECTlDNAL- AREA of SWAt_E C •Z & 0.5 :A 2.48' l jZ ,< o.6 jE 2.48) o,42oo 0 ,6200 1 / G. 7 f ,vo% 140 122-00 1 )7-1 /91 (1 000 0, - 0, ' L /4 • . � . S 1 0 r1 , 0.1 • n Pk /17 ' /Fr. i SWALE SDTrDbM � � % CUNC. CURB SIDEWA LA 2 FT• RATIONAL "FORMULA'HYDROLOGY DATE 1/19/91 ' DESIGNER F W,MCMULI.IN .i v. ii 4 s i t FROJECT,.NAME tIiIDI(OME,'61H,ADDITICJN DESCFIF STORMWAT SUBAREA 1,.•= 69 ACRE'S SUBAREA, • 1 74 ACRES) •TOTAL' FAREA 2. ?4 PAS IN Al +42-1:A' +A4 +A5 ] • RUNI'OFF COEFFICIENT • 2 FUNOFF.GOEFFICIENI ./15 COMFOSLTE RIJNOFF COEFFICIENT = . .'36296296296:• DATE = 1/19/91 PROJECT NAME = MIDILIJME 6TH ADDITION DESCRIPTION = STORMWATER DRAINAGE 5.0 300 5.18 2.80 1120 10.0 600 2.24 1.98 1588 14.6 T. 0 070 - 1.80 1.59. • 1866 15.0 • 900 1.77- . . 1.56 . 1870 20.0 1200 1:45 . 1.28 1916 25.0 1500 1.21 1.07 1919 30.0 1 800 1.04 .92 - 1924 35.0 2100 .91 .80 1925 40.0 2400 .82 .72 1951 45.0 2700 .74 • .65 1957 50.0 3000 .68' 00 1978 55.0 - 300 .64 .56 2031 60.0 3600 .61 ' .54 2097 65.0 3900 .60 2203 70.0 4200 .58 .51 75.0 4500 .56' .49 2349 80.0 4800 . 53 .47 2303 85.0 5100 90.0 - 5400 95.0 5700 .49 .43 259. 100. 0 6000 S 42 2666 THE MAXIMUM STORAGE IS 98 62938441 -CU. FT. * The time of concentration is 14.60197 minutes. The Undeveloped flow out is - 1 c.f.s. TEN YEAR STORM CflLC t Intensity- Odev. Vain Vout Storage (sec.) (in. /hr.) - (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) ' .52 BOWSTRING CALCULATIONS DESIGNER = I< W MCMIULKIN BASIN A1'-1 -A2 +A3 + P.4t AS .45 2301 2452 25 1 -. 300 828 600 988 876 990 900 970 1200 716 1500 419 1800 124 2100 - 175 2400 -449 2700 -743 3000 - -1022 3300 -1269 3600 -1503 3900 -1697 4200 -189? 4500 -2151 4800 -2417 5100 -2648 5400 -2087 . 5700 -3108 6000 -3334 A6 = 440 tm. te Io, D o FT•Z 410 fT.� 1.060 f,oFE 1 = z A PPVT. = 9� FT. j€ -1$ FT. = 1�1 4'FT. 7 DTAL SDWI.K. m pit_DvvtE NTH ADDtTibN S- CDRvwWATEZ DRAINAEE CALCS. 98 FT. *E (o F z 5 8 VT- 3 % /Ld 2oDD z - 1o� FT �ooFS / DRJES tODO PT• z 3D /D FT. t 6RA55 1164 t 58 + 7000 -r 30DD 12, 52 Ft Z 96, boD - 12- Z52-= 33 6413 Ft No. IzzoO 0 19/91 (KWM) ADO Cgos 560_TtoNAL. AREA of SWALE. C%Z a5 52 -h ( %of 0•Sff2 t (0.5 f2.4) O. (" ZOO 0.6zoo 1.2020 GRADE AND LENGTH DF SWALE if ± 100 FT- An I.D'2, THEN SWALE MAY $E CONSItE.gET? FLAT 3c3 t H AvE. STORAGE VOL.Uwfl INIIDILOV1iE 67-ti ADD(T /ON STORvnWATE:R . DRAINAGE CALLS, 95 ft. - l(o Fr_ Alo z 98 Fr. e 2.60 %0 ( —) I DRIVE @ 16 Ft DRIVE c g2 Far. REQUIRED 1� uzogu 5"fQfaAGE 12.6Quw p c 7,3 FT- Z) t. TYPE "$"" DSYWBLL 110 FT- STORAGE AN/At L_AF;LE 2-,00 �� 1-7E) fT• > 73.5 FT NO, Izzco I//9 /9/ (KwNI) ?( z.44FTz zoo r 3 r 0 F . YY\ \DI ..010\E 4 ADDIT ION STogrMWf. g. DRAINA6E CALCuL 0, 2 0 17 Pr ' /F r.. 1 /4`11/4 1 i4 13.0 EASEMENT ,1,011 f1 IF1 0 ;100 N J \ SWAL BOTTOM G12-05S- sec- T1oNAL AREA of SWALE 5.8 Toe DR \V EWAY 7.0 O. 62.00 O.62o0 1.20 G. 0 2.00% N0. ■2zoo 1 J - z-t /9I (Kwrn) Z CoNC. CURB SIDEWAL.K. C k z- o.5 ;E 2.48) 1- ( k2 - v.5 K 2.48) -}' Ns X Z.4) = ?.44 FT: DATE = 1/19/91 PROJECT NAME = MIDILOME.4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = SUBAREA 2 = TOTAL AREA = OVERLAND FLOW VALUES CHANNEL FLOW VALUES L = p TD = 0 . 28 ACRES . 77 ACRES 1.05 ACRES COMPUTED VALUES DUR = 15.54 110 = 1.7: Q10 = 6; QA = b.r.0. RATIONAL FORMULA HYDROLOGY DESIGNER = K (4 MCMULKIN E{ASIN A6 SUBAREA i `RUNOFF COEFFICIENT = .(7 SUBAREA 2 RUNOFF COEFFICIENT = .13 COMPOSITE RUNOFF COL-I- I- 1CIENT = . BOWSTRING CALCULATIONS ATE = 1/19/91 DESIGNER = K W MCMULKlN BASIN A6 . / PROJECT NAME = MIDILOME 6TH ADDITION ■� � DESCRIPTION = STORMWATER DRAINAGE t, t Intensjty Qdsv. Vin Vout Storage (min.) (sec.) ' (in"/hr"4 (c.f^S.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1"17 470 300 170 ' 10.0 600 2.24 .82 662 . 600 62 13.0 900 • 4.77 .65 794 900 -116 � 13.8 * �51 1.71 ` • .63 802 951 -149 � ; 20,0 1200 � �"�5 •53 ' B12 ' � 1200 -388 � . 2 5.0 1300 1 ' , ^44 all 1500 -689 3o.0 1800 1.04 - ' "��g 811 1800 -989 35,0 2100 ''.91 .33 . 810 2100 -1290 � 40.0. 2400 ^30 821 2400 -1579 45.0 2700 .74 .27 922 2700 -1878 50.0 3000 .68 .25 . 830 3900 -2170 55,0 3300 .64 "24 852 �300 -2448 60.0 3600 ' .61 .22 877 7600 -2721 65.0 7900 .60 "22 923' 3900 -2977 70.0 4200 .58 .21 964 4200 -3236 75.0 4500 ^56 .20 994 4500 -3516 80.0 4800 .53 .19 998 4800 -3802 85.0 5 100 .52 .19 1026 5100 -4074 90.0 5400 . ^50 .19 1052 5400 -4348 93.0 5700 .49 1()85 5700 -4615 ' 100.0 6000 .48 .18 1115 6000 74885 THE MAXIMUM STORAGE IS 169"7973 CU. FT. * The time of concentration is 15.04303 minutes, The Undeveloped - flow out is 1 c.f.s. ; TEN YEAR STORM CALC • 100 SCALE IN BEE 0 100 NOTE : 3tornnwater flowing off Midiiome. GTH Addition will lie within the drainage areas pf future. Midilome subdivisions. / 200 it ,.4 � I / ek 4� < \\ / • 0 e / .40. / x \ /V . . 4 1 \ • // I ii . �, / \ \ / ► / �� / - / 4"/ /� V d' • �'� ....,, • ÷ r. ,7, --,---..., ------ ......, , q , \ \ / `` .. g �� \ ' • y / ASIN; of l------ -, • \ ; ,. .. -:., , / 1 / �f / II / / -J I - 1 -- -1 v 2 I0S 4 5.0 30.00 SO 00 3 00 0 100 00 • • ►o / — 7 -- -- r \ w I / It 5.00 / / A:\>dir /w B&W BAT B&W CFG CHANGES DOC PKXARC COM EPSON4 COM r EPSON4 DOC PR COM PR TXT CHARS FRM COLOR BAT COLOR CFG COMPAQ BAT COMPAQ CFG CONV BAS DESIGN FRM FORM CFG FORM COL FORM EXE FORM HLP FORM OVL IBM FRM KEYS FRM MAP FRM MONO • BAT MONO CFG SCREEN FRM README 1ST SMAC COM SMAC HLP SMAC PIC RESCUED FRM TIMESHT FRM PROJECT WKS LOG FRM TEAM FRM EXPENSE FRM EXPEMSE FRM PARTY FRM DIARY FRM STABLE FRM STABLE FRM ORGSTR FRM 42 File(s) 47104 bytes free � Volume in drive A has no label Directory of A:\ A:\ ^ February 25, 1991 Registrations State of Idaho Department of Parks and Recreation Statehouse Mail Boise, Idaho 83720 Dear Sirs, Enclosed is a copy of my boat registration renewal application. As you can see, the boat is currently registered in Washington. Can you please advise me what steps I need to take to transfer my registration from Washington to Idaho? Thank you for your help. Very Truly Yours, Gary S. Nelson W. 803 Regina Spokane, WA. 99218 1 I Iii _ /1 / /J i ' J . - ,- A \ (v\ .1( C 1 it9 Tr -rit7 T A ( ev \ --..r.6) Tr c\I__ c---)0 ) -4 1 r1-117\1 N---inviv /-es---d 71;4A-t-r--q/ )<OW ` 0- 4 " hw i b ir --- f ,, 1,, ,,, 1 )1 /, Sd - id (GARY S. NELSON • . DATE: OCTOBER 1989 Y , = u /(n) . However,• in this case, we do not know u. Therefore s will be used •i place of u ,. The form of the SND transformation becomes: Using this relationship, the probability of observing the maximum and minimum X' was calculated as follows: P(min X' < 24.35) Distributions available: (1) Bernoulli (2) Binomial (3) Discrete uniform (4) Geometric (5) Negative binomial (6) Poisson (X' -- X ") /s ENGINEERING MANAGEMENT 702 QUESTION 5, PAGE 3 OF 7 PAGES = P(z < (24.35 - 25.1)/0.3887) P(z From the following copy of the STATGRAPHICS Tail Area Probabilities printout, we can see the area below 24.35 (z = - 1.9295) = 0.027, or 2.77.. P(max X' > 26.10) = P(z 1 (26.10 - 25.1)/0.3887) = P x > 2.5727) From the following copy of the STATGRAPHICS Tail Area Probabilities printout, we can see the area below 26.10 (z = 2.5727) = 0.995, or 99.5 %. Therefore, 1 - .995 = .005, or 0.57. is above 26.10. Distribution number: 14 Mean: 25.1006 . Standard deviation: .388727 Tail Arr.:..& Probabilities - 1.9295) Beta Chi - square Erlang Exponential F Gamma Area at or below 24.3500 = 0.0267464 Area at or below 26.058 = 0.994853 (13) (14) (15) (16) (17) (18) The chances of observing these maximum and minimum X' 57., however, we did observe them. Therefore, we must is not in control. Lognormal Normal Student's t Triangular Uniform Weibull values are less than conclude the process .GARY S. NELSON ENGINEERING MANAGEMENT 702 DATE: OCTOBER 1989 QUESTION 5, PAGE 4 OF 7 PAGES b) Suppose that the engineering specifications on the indentions of the aluminum supports are 25.00 . 1 2.50. Is the process capable of meeting the engineering specifications? Again, we will make use of the Central Limit; Theorem to answer this . SND transformation presented question, t�_�gel;l�e >r with the E above. This is a probability computation for the population, and since the specification limit is 25 ± '2.5, we will compute P_(x > 22.5) and P(:. < 27.5) assuming X N(25.1,(.3887) The maximum specification is 25 + 2.5 specification is 25 - 2.5 = 22.5. We observing values above the minimum or P ( x 22 . 5 PCz = PC: Distributions available: (1) Bernoulli (2) Binomial (3) Discrete uniform (4) Geometric (5) Negative binomial (6) Poisson Area at or below 22.5 Area at or below 27.5 Distribution number: 14 Mean: 25.1006 Standard deviation: .388727 (22.5 - 25.1)/0.3887) - 6.6885) = 1 - P(z 1 - 6.6885) P(x : 27.5) = 1 - PC: 2 (27.5 - 25.1)/0.3887) = 1 - P(z 2 6.1740) Beta Chi square Erlang Exponential Gamma = 27.5, and the minimum will calculate the probability of below the maximum specifications. From the following copy of the STATGRAPHICS Tail Area Probabilities printout, we can see the area below 22.5 (z = - 6.6885) = 0 %. Therefore, 100 percent of 125 samples should exceed this specification, however, one sample did not exceed this specification. From the following copy of the STATGRAPHICS Tail Area Probabilities printout, we can see the area below 27.5 (z = 6.1740) = 100 %. Therefore, 100 percent of 125 samples should not exceed this specification, however, one sample did exceed this specification. Tail Area Probabilities = 1.19166E - 11 = 1 Lognormal Normal Student's t Triangular Uniform Weibull We can therefore conclude that the process is not capable of meeting the engineering specifications. L rl 37 L.c,s, i --r\ 11/44^^ 1 • 4 Dto 6 ) 6 F r - F F - t A '- 0 0 s, F / yr cow,“ cl A b k -s = / 5 c-- - F. S, - Io2 c � S - eto (, / otkmratAis t =H-3 "' ti I -F = IS 3 t,og Z 3,3 ci s, - �� Ca -. C f - , - 1, ,, �' � I = a 3 �^ � t,o �� 3 �' a � -� tik TO: G 0.y N 2 Son PE l Aln kcnG Count F17 rIY'n F,Y S' SUBJECT: N4 i ci t I U in <, Gil s - k + p ./' i DATE: - 7 t -3 i 9 D . T CY✓1 Sri IJ ✓+il ln(� r Co I E $ 1rea c` 1 prc les ` i C orr - NA t cl_i lb ,,,c-, G"E as dt S c_L. , / S S A c+ l c< <ir F;L PI 43 L . . i4-L. • YVP (A re - w (L Or l� ir, or. -Hi, (ha , ..,43 e Cu ( I ), 1 N t 41 a r T +'e - y., ..A. 4., .-1 t.. , 1 ( IJ Gam. S.-.i b , TTii n e '"'Che 3 ) n, j �( c..• avid- '7 (CC 1 eSC •I prn -r: 1f. / t / Qr Y'a,,e d - Cr Qrc.cl:nj • r i V (11 A i! , n � �n .��,,� �.,:.,.. ('- , CLAI._NCE E. SIMPSON ENGINEERS, CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 Signed ,r.,rA PROFILE ifit 2+98"98 PI L- 0.000 L/H Pt.= 0.000 e 0 Grade= ~"599I 2+99"98 20^080 3+00 20.074 3+25 19"924 3+50 19.774 3+75 19.624 4+00 19.475 4+25 19.325 4+50 19.175 4+75 19.025 5+00 18.875 5+25 18.726 5+50 18.576 5+75 18.426 6+00 18.276 6+25 18.126 6+50 17.976 6+75 17.827 7+00 17.677 7+25 17.527 7+50 17.377 7+75 17.227 8+00 17.078 8+25 16.928 8+50 16.778 8+75 16.628 9+00 16"478 9+25 16.329 9+50 16.179 9+75 16.029 10+00 15^879 10+25 15"729 15.729 10+50 15.656 15.579 10+75 15"735 15.430 11+00 15.967 15.280 11+25 16.352 15^130 11+25 PI L= 200.000 L/H P+.= 15.656 @ 10+49.523 Grade= 4.288% 11+25 16"352 15"130 11+50 16.889 16.202 11+75 17.579 17.274 12+00 18.422 18.346 12+25 19.418 12+50 20.490 12+75 21.562 21.562 13+00 22.551 22.634 13+25 23.376 23.706 13+50 24.034 24,779 13+75 24"528 25^850 13+75 PI L= 200.000 L/H Pt.= 25.p39 @ 14+37^179 Grade= -1"000% 13+75 24.528 25.850 14+00 24.856 25.600 14+25 25"020 25,350 14+50 25.017 25.100 14+75 24.850 15+00 24"600 15+25 24.350 15+50 24.100 15+75 23.850 16+00 23.600 16+25 23.350 16+50 23,100 16+75 22.850 16+80 PI L= 0^000 L/H Pt.= 0.000 @ 0 Grade= -.798% 16+80 22.800 17+00 22,640 17+25 22.441 17+50 22.242 17+75 22"042 18+00 21.843 18+25 21"643 18+25 21,643 18+25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.599259097843 GRADE #2 = 4.288 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 173.510554145 LENGTH OF VERTICLE CURVE (GIVEN) 200 pfVEN IS LARGER SIGHT DISTANCE 198"99830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 4.288 GRADE #2 = -1 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 133.424446771 LENGTH OF VERTICLE CURVE (GIVEN) 200 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1 GRADE #2 = -"797619047619 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -5018"44466593 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 40- MATERIALS TARORKWRY OM:__ County Road Name(s) 167CRP/PLAT No. ROAD NAME & Drilling request • ROAD NAME 1 ,Y ' - test actual SPOKANE COUNTY ENGINEER'S OFFICE - Typical Cross Section Dotermlnatton FOR OFFICE USE ONLY • FUNCTIONAL CLASS Da ry lease furnish Stabilometer R values for the soils on the following project: Sec. — — — — Twp. R. (Sec attached section map) R VALUES - LOCATION - _A____..C" ----.--.-- --7Dra1nage - Percolation greater than 72"/hr. yes No Est. Act. Remarks* - Sterne 15 Air/a . TRAFF!C INDEX** ' * Please note any unusual characteristics of soils and/or topography. Are the Soils suit.- able for the use of drywells? Are there any unusual drainage considerations? FUNCTIONAL CLASS TRAFFIC INDEX . .' . . Major Arterial 7 - . . 4rjfla ' Secondary Arterial . CollectorArterial Access Road ,5 "110,„VitAuejk l Private Road 4 These are guideline traffic indexes only. Traffic data :1"-t7 t 1 i .. Li` OW • prn j . ar o . . ,... necessary to calculate individual traffic e ffic lodxrs. - •_,. • . . _ 2/ ALtirl); • 0 , ■ L total rtatlon - and a Ina Theodolite vied mod /Or this survey lot ir_eas 11,147 50. 11,121. S0.: rt. 10,625 SO. /T. 10,625 50.'rr. 10,635 50. R: 11,364 S0. R: 11,310 50. R. • 11,310 SQ. rt. 11,310 50Q.: r. rf 11,110 SQ. 11,063 50.. rt. 11,310.50. R. 10,354 50. rt. 12,570 S0 rt. 11,969 50. R. ,.,r.. ,• " t0 ;END: p . no. 2 . 8 .f • neat, cap ne.'13I42 /634 r6 in boundary - . 04 9 r ' 9 • 79.90 e9•SlinE'S .( 4r4Te21w 20 48.33 6.26 H.41100 t. ,a(•o t•10114 07.5939W 203 9 89 • 1 , 00E ` 294.95 1 36'44 . 7 C14978 1489 g a _s{ 9 ? io �P n a1-001( IS 3139.3400 w e. 316.70 5 W 13 79 . 85 4' 4 I CE rn IOU - o .. <x SCALE 91 AEC' Note: A field traverse was used for alas stifle T %<.,f CI %bnc ,diso&J IRANSAMERICA TITLE INSURANCE COM,:,, SPOKANE, WASHINGTON s N W E This print Is mode solely for the purp'se 41 assisting In locating said premises and the company assumes n Liability for variations, it any in dunensiojs and Iocatidn ascertained by attar 's0tV j. 98r33'00 135.00 vr4s T.-. , 0 n.o 73 31 A 3 0 / 2.9� 2.8 2.7 2.6 2.5 2.4 2.3 2 2.1 2 0 0 1.6 1 '4 1.3 1.2 1.1 1.0 0.9 0 0.6 0.5 0.4 0.3 0.2 0.I STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS ■ ■.At..n. ■.Flan, 81•1•1111 / / / / /NalM \I \7QxQ. ■ . II t� • It pp ■ Z ■Q pY ■. E QQ• flan / /// O N• . \ .�1.. IIR n. Nt hI•Q...�N..I�I�InI....// . • � n L u.■■p .N....1...ail...N...nn n:n . afli . f8� . i...�... 'Marla An s'. .nesnn n iuil nni mannni• Mk is I! 11111112111.111111111 OrlataaaallaMBIMIIIIIIME QQOQin nafl,Inx..n.nn IIIDEMQ.Q.QNQxIMN■ .Q...a.MN111t..■ u:Nlnn ■.Q. Q.n a .Nn , .n N: �IQI//LPA7 �i Mall 0.35' ACP + 0.65' CTB, N�a� �ry ��N OR 0.35' ACP + 0.45' ACB / / /nA // / / nrnzIN / /N /. /.1N/.// //OS /N N..I QYq /// 0.35' ACP + 0.50' CTB. N /N /Nnyr OR 0.35' +0.]5'ACB ��.0 a A Bg /N •//,'■N /Il/ / /N/ q.� O...PIS.N .. . ......C"..° /rA lu / a / aNNN N :O• . xHO ■■■�Np��■■ip� ■■Q ■. nQ / N NNN / N / /H/ QQ � \I M■n nl Nalln.III-- _ //NN - - Nq W �__99 - -- - -__- u NN ■NNnal!a.g N NI1■n..N.NN..■. MMal WN/ /NW// N ■BlNlnass.' .N•••N•YN ■■■■■NW - 0.!5' ACP - N/// KIM n4..Nnl'1..1111 �it.gd. N N....NNN. ■aa■►•N..N NNMM.NAI:INN1. NNN.. ■.N /N /N/.89.N1G�.N // N. aillialla �n.alunFxafann Ynn ■Qn x niii Q �� / Na //xil/ �/.8 .I �Q q WM liana MMMMMM //NN/ /N/N/ Mx1.N.... ri lx■ Q NWIIM ■ / //N /1■/NN/// la RsQN.x .xx88 foal.•. 18.■ N. N.... /NN/N/ /R.PN'gi./////_N/ Iusoaua n nnn n n minim B eUOn n nS Q I/ I/N 7g1i IMMO NN N: // N/ nWn..* a. �i ■•IBIM \I� „ f ��10 / ..0 Ik..I..n.pnn nin.axu.n.N.../v 1- s 1QNQ xE / / N ...NN .Q.NNnt ;Y18iN.aNNNx.ppNNp►I NININ NN a ■� Npl a1MN.N.►VNW. ■ /II/ // : , N .. ■ n■.N■■■■. .. N rr. Mal;:81��pQ. x0.WU■ //... , I NN / /NN - NNNNNN\n 111:'..MN... .. } ... //N//N// NN NN wt:ua■a a■avas.o. .. / _ L _ N ■NNN■■■ QNN11Wi :81fi�t X14. M• H� rQNQ ■NQN asn.a n .n NQBIIi ■ /1. Q .nn .■ •m••• ax�p fp //�1.. NN /NN N.■■. ■.■.... ■N NQN1a71ana\xa.■■nN /BBra /N/ ///IQN //// IIIMINII•flanirass II 1111110•101803•0•ZIMflalt• MS i 1111M ■NN it 0 11aaa. a 0 .N90aIN � 1�/0 . NuN111111 Q. ia . j� N y _ � .0 s�0a0a.1..QanlINIROMI'x i. %� i /p1 I ���/ n ■ u � N ■ N■■■w 1!Ma■ l i IA ■ �/1 N/q//N/N� NNN ■N■N ■ ■ ��N�I■ � . Nm _____ ONNall1 iliMI pi i •. .1■.Mili....q� .2 • NI 111, I.... .. FFIQ 0.25' ACP + 0.50' CTB. OR 0.25' ACP + 0.35' ACB - u 2 9 8 8 40 60 70 80 0.3 5 ACP 10 20 30 STABIIOMETER R ALUE 90 EXAMPLE: Owen an • value of 25 and o traffic ind•a of 6.0, roses thickntot r•9uir•m•nts ton b• d•t•rmin•d as follows An •ouival•nt grov•I depth of 1.65' I round to 1.7 1 at point A A medif i•d surfacing depth of 1.05 1••t at point 8 far o payment of 0.35foot ACP + 0.50 loot CTB, or 0,35 foot ACP *0 35 loot ACB ♦ modified surfacing depth of 1.43 foot ( round to 1.451 for pav•m•nt of 0.35 loot ACP .t •- . 'o Yv. StL A Figure 326 -2a 326 -5 0.5 L t .B C 5 �7 DIFIED SURFACING DEPTH (FEET) twee' f` 2.0 2.5 3.0 1 SEPTEMBER 1977 TO: MATERIALS I,ARORATORY ' ` FROM:- -- a, &L "'I Please furnish Stabilomcter R values for the soils on the following project: 0 County Road Name(s) 5�reaS 1 v� RID/CRP /PLAT No. ROAD NAME. Drilling request ROAD NAME FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector•Arterial Access Road Private Road test - -- SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section Determination actual mom I t R VALUES Sec. Twp. R. (See attached section man) - LOCATTON Drainage - Percolation greater than72 " /hr. yes No Est. _ Act. ` Remarks* * Please note. any unusual characteristics of soils and /or topography. Are the Bolls suit- able for the use of drywells? Are there any unusual drainage considerations? FOR OFFICE USE ONLY 'FUNCTIONAL CLASS TRAFFIC INDEX ** TRAFFIC INDEX 5 5 These are guideline traffic indexes only. Traffic data sp-c.ific necessary to calcnlnte individual traffic indexrs. • Dar, GHQ- te the project are .\ \ t , \Q( \. / • \ < \. \/ ' , • / ... / �...f i / T - "'N i — — -- t— I J , • ` • i . \ Y - . / ' / - �N / / - ■ 1 .0 �\ ' - ' \ . \\ Y i �� ��/ /' - -__ I I SI • \ . / . / • / \ / /� / ` .. / I 1 I r t t / \ \ 1 • • \\� \ • . , • ` \''. ' \. i ,\ • l :` ,,' • .. a a5 as 110 Pc. v ., - 2Z - 2s - 24 as - as 85 v15 0 s 49< 8.5 'AS • -� \ < ��� .l l \ t 24 < 7 . an N SO Se 93 2 a Its m 28 v 145 - r 11 2 , 9S 5 4S to E5 0 4 as E az N 35 aS as 7 9° 9.. 4u L _ I • I ' N N 23_ 22'"21 AS c: 5 4 0 a 0 • • • • • • r • • MAR 15 '91 F 10:37 SIMPSON ENG. 7 1380 23" er • �I r�l e ,l 3 1 00.00 Rft N87 ° 59'39'1N 205.48 s 60638'53 "ECRI 79.90 / N89°57 Id E /o / 'y ▪ \ \ � / S 88°44 v 12 / / 20 ryk, I') C 1 iii 1 A OI W` I k/-'"4 b� ' 1 / 2- A• o °f ' � ' � - I / �~ ~ 1 2 ° a f ty u 6 I I 1 n — o a ! 3 I . 1, 1 v • n Q N O k 4.: 04 n i 91.00 23d,� 20000 n • 79.50 30.00 saoo 0 n / ,1 • ` /' • •/ \ 1 1� a L -9, 0 -3 N R5°34'00 " 10 STRIP 105A0 4 SETBACK LI NE. -.fl 125.00 5 8•84'001/ 5 125.00 S 99°34'00°15 6 125.00 49.35 50.85 N 89°48'55 "W 49.55 30 �= 26 °29' 33" R= 435.00 T *102.40 Lc201.14 0 0 0 0 0 0 P 0 25.00 >{ 8 9r34'OO15 O O ▪ W 7 0 0 955°s4 25 1 d 03° 1 p Al- NA) 1 c Ac • ` �O. ` F ` A J A 'u • "p = v WI SI 25 C 535 P02 VJ /' / \ • \ •0 INO*E3 /EURF38 EASEMENT 0 0 0 h fV /n 0 0 0 n s 87.00 b 7 O 'E 1493 94.17 8' N 0 SETS 2 LINE-i 84.00 N 89 °I O- 8 0 n 4111 0 O 1 B mmosw0. 48- 123.00 ' S89 °3400" BASIS OF BEARING The bearing Of N 00 alone tha ['ontarlina ..a ni., 4x S P 0 IC A NT E. C 0 0 OFFICE oF THE COUNTY ENGINEER • A DivisIoN OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Washington Trost Bank Home Loan Center West 706 Second Ave Spokane,Wa. 9c;!204 Dear Sir or Madam; RE: MiUilome (Sth Addition P1168F Midilome Inc. July l'';'94 Please be advised that Savings gssignmenr No. 230-0S9-000-7 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated July 1. the current amount of «50,000.00 way now be reovced to s26,400.00 (twenty six thousand four hundred U.S. dollars If you have any questions, fee] free to call our office Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer 4 David A. Serto Plat Compliance Surveyor l026»K Broadway Ave. ^ Spokane, WAO9I60-0870^(50Y)4J6`}6O0 FAX: (509) 324-3478 TDD: (509) 324'3I66 PIROJECT MIDILOME 6TH ADDITION 8,F- DRAINAGE ITEMS 1) Drywell - Tvoe A @ 10% 2) Drywell - Type P @ 10% 3) Grate - Type 1 @ 10% 4) Grate Type 5) Grate - Type 3 @ 10% 6) Backfiil For DW @ 10% 7) Concrete Inlet @ 107.. 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. @ 101. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid @ 10i 14) Ditch Excavation @ 207. 15) Sod @ 107.. NON STANDARD DRAINAGE ITEMS 1) Special Concrete Inlet @ 107.. 2) 3) 4) 5) 6) _S) Monuments @ 10% 17) Barricade 18) Street Sions @ 107. GRADING. SURFACING. CURB, AND SIDEWALK 19) Rough Grade @ 107.. 20) Top Course @ 101. 21) Base Course 22) Asphalt Concrete @ 10% 23) Curb Type A @ 10% 24) Curb Type B 25) Curb Type R 26) Sidewalk @ 10% NON - STANDARD ROAD ITEMS 1 ) 2 ) 4) 3RD BOND REDUCTION NAME DAVE BERTO UNITS EA EA EA EA EA CY EA LF L= L1= LF EA EA CY SF Er; DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF Lc SO YD GRAND TOTAL GUANITY PRICE 0.4 1250.00 0.9 1465.00 0.2 325.00 330.00 1.2 320.00 48 14.70 0. 2 575. 00 13.00 14.3 24.60 29.00 24.00 1435.00 0. 1 300. 00 2.55 17280 0.50 316.3 158. 4 108.24 431.94 GRADING AND SURFACING DATE 22- Jul -94 COST 500. 00 1318. 50 65. 00 0.00 384. 00 705.60 115.00 0.00 351.78 0.00 0.00 0.00 30.00 596.85 8640.00 0.6 300.00 180.00 0.00 0.00 0.00 0.00 0.00 12886.73 1 140.00 140.00 32.00 0.00 0.4 75.00 30.00 111.4 170. 00 8.65 2740.32 10.60 1679.04 10.60 0.00 42.65 4616.44 6.00 2591.54 7.90 0.00 6.90 0.00 14.75 1643.15 0. 00 0.00 0. 00 0. 00 13270. 59 j5 ( ;)4(70 - GC) 26,327.32 P OFFICE OF COUNTY ENGINEER Inter- office Communication form 327 —C.R, SPOKANE COUNTY, WASHINGTON Date / �T ,y,. i z� 19� Project: Midilome 6th Addition 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 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS Special concrete inlet 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 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 GRADING, SURFACING, CURB, AND SIDEWALK UNITS /o% 2e-!-EA )09 EA 1070 EA EA 1070 EA 1070 CY )0% EA LF 1070 LF LF LF EA 1076 EA 4 CY Q 8070 SF lot 1 076 1070 1x Name: James Radk QUANITY PRICE 0.4 1250.00 0.9 1573.00 0.2 325.00 330.00 1.2 320.00 48 14.90 0.2 675.00 0 21.30 21.5 25.90 32.00 28.80 1435.00 0.1 300.00 121 10.00 43200 0.70 E 0.6 300.00 DRAINAGE SUBTOTAL /07o EA LF EA OTHER SUBTOTAL CY CY CY i0 Tons 1076 LF LF LF 1070 SQ YD 0.4 316.8 158.4 108.2 431.9 111.4 1 160.00 32.00 75.00 GRADING AND SURFACING DATE 21- Aug -92 COST 500.00 1415.70 65.00 0.00 384.00 715.20 135.00 0.00 556.85 0.00 0.00 0.00 30.00 1210.00 30240.00 180.00 0.00 0.00 0.00 0.00 0.00 35431.75 160.00 0.00 30.00 190.00 10.00 3168.00 10.60 1679.04 10.60 0.00 44.50 4814.90 6.50 2807.35 7.90 0.00 7.60 0.00 16.20 1804.68 0.00 0.00 0.00 0.00 14273.97 GRAND TOTAL 49,895.72 In consideration of the issuance of a building permit for Lot , Block MIDILOME 6TH ADD (plat) plat # P 1168F (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 funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: k\j\t\assign.208 "AGREEMENT" (Developer Signature) DATE rt, " (USE BANK LETTERHEAD) " "SAMPLE LETTER OF CREDIT" IRREVOCABLE LEI ER OF CREDIT AMOUNT: $ 1,000.00 NO. BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W BROADWAY SPOKANE, WA 99260 -0170 SUBJECT: LOT BLOCK MIDILOME 6TH ADD (Plat) PLAT # P 1168F . (Development) Gentlemen: 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) k\j\tassign.208 Credit No. Dated Bank Name: (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) 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 (bank), 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) TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: July 7, 1993 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in MIDILOME 6TH ADD, plat# P 1168F. 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 \I\t\assign.208 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON For security purposes only, (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK , MIDILOME 6TH ADD (Plat) Plat # P 1168F 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 . (developer) 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 (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 ) :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 sane 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 k\jf\assign.208 ASSIGNMENT Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of Branch (bank address) BANK OF DEVELOPER of Washington, residing at Spokane (developer) 15 38 T. c. 15 * 9 T.C. 13 STA. 10433 6.R. 1s T.C. 10' Yrs tall - 2 - C ?vc Culverts, 20 L.F. ISnver t ; 1 4 68 IN , 14 out {under Driveway S 13 Drainage Easement R /w Z1 15 Cu7 Concrete 'Invert P■Pe /S■ale bottom --' 2 -6" Dl a. Pvc. Cu \verts 1'1 Slope,nl\n. / 3:1 slope, m o'- -CrDv %O of dr \veway to bottom of swole 38 TH 5 oAn.f7 sa Div./ 13 Drainage Easement 10' 7' 1.5' Concrete Garb "-Pavement i' C.M.P. Znv er t 1 14 ° D ES E. ,`/ wAsH L T { sl .961 CZ.; EXPIRES 7 :17: L3 SIMPSON ENGINEERS, INC. IA. 909 ARGONNE ROAD SPOKANE, WASH. 99212 3o7) No, tz2oo 10/4/92. J Concrete. Lnket Snv art, 15`3 _— t0 Grate, IC" MIDIL_OME GTI{ AtoVt ON L OTS 5 ANO 6 , gl -OCV. Z \P/P0- . ANO 1 w-WAY PLAN 75.00 • 87.00 • 87.00 • 87.00 00 o i o o 0) - 0 m I O m N ^ 3„00,9200 0 S W B7.00 O M 80.01 1..1.1 W- - - -. - - . I - -- --- W D SETBACK 0 a . N 0 . gig 0 0 , 0 LINE -/ O 0 m N In 5 M" - 0 N 6 - $ O to 7 " 0 oo Cl) 8 m ° 0 q 10 N o 11 0) S 87°32'4 BLOCK 9.70 B o.2s -99. ,95.00 87.00 87.00 87.00 ►l ,., „ W 179 E � P g .u? LOT 1 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 1 2 3 1 2 3 4 5 6 2 3 4 5 6 7 8 = 85 ° 29'07" R = 20.00 T = 18.48 L = 29.84 0 = 90 ° 01'00" R = 20.00 T = 20.01 L = 31.42 n 54 ° 30'18" R = 526.67 T = 271.28 L = 501.02 / 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 5 5 5 5 5 5 6 6 6 6 6 6 6 6 LEGEND A B / 4 0 / 105.48 100.00 N89°34'00" 125.00 N 89 °34' 00" E • C / lot areas .i o= Set"1 /2" rebar, cap no. 8642/9967 or as noted 411= Found.1 /2" rebar, cap no. 8642/9967 or as noted = Subdivision Boundary A Nikon DTM -1 total station and a one second Jena Theodolite with Mac EDM was used for this survey 4 ix BLOCK AREA 1 11,347 SQ. FT. 12,327 SQ. FT. 10,625 SQ. FT. 10,625 SQ. FT. 10,625 SQ. FT. 12,•264 SQ. FT. 11,310 SQ. FT. 11,310 SQ. FT. 11,310 SQ. FT. 11,310 SQ. FT 11,063 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT -. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. 11,420 10,354 12,570 11,989 12,148 11,250 11,250 11,250 12,542 14,169 13,977 10,969 11,453 11,401 11,401 11,401 11,401 11,300 11,773 11,147 SQ. FT. 10,920 SQ. FT. 10,920 SQ. FT. 10,920 SQ. FT. 10,920 SQ. FT. 10,920 SQ. FT. 11,616 SQ. FT. curve data L = 90 ° 00'00" R = 20.00 T = 20.00 L = 31.42 0 ='90 ° 41'55" R = 20.00 T = 20.25 L = 31.66 = 06 ° 23'32" R = 598.80 T = 33.44 L = 66.81 °" ` 'k / \ \ \ \/ 1- // \\ \/\ \ / .O , \ / \ i \\ / \ \ / \ / \ / \ c / \ \ O \\� . �ti 8 = 89 ° 59'00" R = 20.00 T = 19.99 L = 31.41 0 = 79 ° 09'46" R = 20.00 T = 16.53 L = 27.63 C A = 09 ° 47'06" R = 410.00 T = 35.10 L = 70.02 / • / / \1 / �- ,. / / N Cdr \2 \ \ / / \oC 4 \\ //\ / J' \ y / .� \ / \ `)' \ // / / D N81 °16'31"W „ 54.20 ,e, yh, d ? & �, , ST 4 � R/p = 1 ° 02'32" R = 690.00 T = 6.28 L = 12.55 BLOCK (I \ 4 23 3 80 / \ 3 138 .04 23" \ / N, \ / \ / 38 TH 7 N87 205.48 s 79.90 / N89°57114°E / ° o, N 1'n 27.23 79.90 6 60.00 S 80 °38'55 "E(R) O 0 cD N 0 O O z 0 O O 0 CD N 0 cn N89 ° 34'00 E N 89 °4855 "W 49.55 L-9 , 8-3 1.0 STRIP 200.00 / ■ r h r / / n. 26 °29 33" R = 435.00 T =102.40 Lc201.14 / \/ 25 125.00 M W 0 25 U 1 �I / G I 14/ // o I cc I � I I 13 1 I N 89 • WI m .1.1 7'1 0 1 02 Z1 25 8 0 z 25 / 0 O / / / U, N n O I U I 4 m O ▪ I 3 m 30 / / 20 3 N 89 734'00 "E 125.00 125.00 125.00 N 89°34'00"E I • k/ N N Cb 0 co n 0, m / / I N n ,n O W 0 c0 N O 0 r� ov I NGRES /EGRESS EASEMENT 4 91.00 0 M 2 SETBACK LINE -1 84.00 BASIS OF BEARING O 0 ro 680.00 N 89 °34'00 "E S89 "W ID 0 O z ACKNOWLEDGEMENT V U \V• COURT I I I IS I 17 I6 I ;5 I 14 i /S I I I I 3 I I N1IDILOME 5TH A `IilDn:oN 86 "E 149.78 I N 89 °34'00 "E I 510.00 1 65.61 • 84.17 -0 84,00 84.00 84.00 84.00 84.00 BLOCK 0 0 3 0 0 84.00 3 26.70 SURVEYORS CERTIFICATE I 00 -r 4 0 O 8 4.00 AVENUE' O z 5 8 4.00 g 83 The bearing of N 00 ° 27'00 "W along the centerline of Pines Road as per Midilome Fourth Addition was used as the Basis of Bearing for this plat. This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. -(-4 IP JJ.a�J Charles E. Simpson n E. & L.S. #9967 Professional Engineer and Land Surveyor STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) On this I -I-h day of APRIL 139 J before me. personally appeared Louise E. Bueschke, who has power of for• Emma S. Hawkins as her sepera -I-e proper+y 1 Loulse E. BueschKe. as her sepera -l-e proper +y ; Edgar Bueschke as his separate property; and 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 corporations on oath stated that they are authorized to execute the. said instrument and that the seal affixed (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. My commission expires B(119 3 Notary Public in and for the State of Washington Residing at S po h 9 o, Washington 0 0 O M 2 N 0 O O z 0 N N N 0 100 SCALE IN FEET _J 6 0I 84.0 0 "' 0 0 0 0 O m 25 I Note: A field traverse was \ 7 84.00 5 S 62 ° 47' I7"W 55.51 m, ) 31 N O m' 0 mI ml N1 200 0 0 0 \ N 0 70.03 -- 1 90.00 -- 0 U 8 m W I W \ \LOT- 2, B -I 1.0 STRIP ■ - o 0 90.00 30 W • 25 J I o, 0) 0) O 33 . 34 12.94 ' w N 0 0 0 O O used for this survey COUNTY OFFICIALS I hereby certify that the required taxes on the herein platted land have been paid this '' : =r day of ) .-'A .. , 1991 ''Spokane County Treasurer Deputy Examined and approved this 1 day of k7\7^-,C‘,„4 , 1991 �m.- -- -ate �: 4 ‘ I �,.,,- .a, by Spokane4Clounty Assessor Deputy r Examiied and ,approved this / 6 _ day of ?3 �> . / / / ' ) Spokane County Engineer Ermined an0., approved this IS'" day of Nkt04 Spokane County Utilities Director -' / < FOUND SQUARE HEADED BOLT RP's I. TACK 9 TAG 706 IN PP N60 54.73 2. X IN SIDEWALK N 45 ° W 42.52 3. CONC. NAIL IN CURB MASTIC S 26°36' W, 48.87 FOUND 5/8" REBAR RP's I. 1/2" REBAR ABC CAP N I °36 "W, 20.00 2. 1/2 "REBAR ABC CAP N88 °08'E, 2000 3. NW CORNER OF PUMPHOUSE S45 °03'E, 207.50 Examined and approved this day of `/ f' Spokane Country Planning Department Director • Examined and approved this Spokane Couny Commissioners Chairman day of Spokane County / Health y District Officer • / Exami a approved t his - > day 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 shown hereon as "MIDILOME SIXTH 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 the SE corner of Lot 13 Block 2 of MIDILOME 5TH ADDITION, as recorded in Book 18 of Plats, page 100; thence S 00 265.30 feet along the West right of way (R/W) line of Pines Road; thence S 89 135.00 feet; thence S 62 55.51 feet; thence S 83 179.85 feet; thence S 89 326.70 feet; thence S 00 275.00 feet; thence S 26 124.90 feet to the beginning of a nontangent curve concave to the Southwest, with a radius of 435.00 feet and a radial bearing of N 26 thence Northwesterly through a central angle of 26 an arc distance of 201.14 feet; thence N 89 49.55 feet; thence N 00 332.87 feet; thence N 87 205.48 feet; thence N 18 38.38 feet; thence N 59 124.68 feet; thence N 81 54.20 feet; thence N 57 127.86 feet; thence S 39 68.17 feet; thence N 37 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION as recorded in Book 15 of Plats, page 35; thence the next two courses and distances along said line, N 61 170.22 feet; thence N 46 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILOME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of MIDILOME FIFTH ADDITION SI39 83.34 feet; thence S 54 138.04 feet; thence S 76 138.04 feet; thence N 89 79.90 feet; thence S 00 135.00 feet; thence N 89 294.95 feet; thence N 00 77.24 feet; thence N 21 67.42 feet; thence S 86 149.78 feet; thence N 89 510.00 feet to the Point of Beginning , 1991 , 1991 , 1991 , 1991 of , 1991 DEDICATION Situate in the County of Spokane, State of Washington. 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 filing 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 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. 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. 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 benifit obtained by the planning design, construction, maintaining or operation of stormwater control facilities. Use of private wells and water systems is prohibited. Lot 9, Block 3; Lot 2, Block 1 and Lot 4, Block 4 as shown hereon are dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. - Drainage easements, as platted and shown hereon, which are for the 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 flo4 and percolation of storm drainage water in the drainage swale as indicated by the approved planE. 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 Engineer's office. Direct access to Pines Road from Lot 8 'Block G and La-LI Block prohibit.e.cl. The streets as shown hereon are hereby dedicated to Spokane County forever for road purposes. Utility easements are provided as shown hereon. The . proper - Li owner or his representa shall in-Form each succee-clin9 purchase.r o-F .a_11 draina9e ease.rnen-1-s on +he property and his responsibility -For main+aining draina9e. L.L.ii-Fhin said easernen-1-s . IN WITNESS WHEREOF, We have hereunto Apr-1 I WV Louis • ! • Edgar Bueschke set our hand and affixed our seal this 1 day o Emma . Hawkins FINAL PLAT' MIDILOME SIXTH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SEC. 33, T25N, R44 EWM SPOK ANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON 99212 N 00 N 00°26'00"W 0 z 2010 s 2020 == /I +I1i tM 10 () N C i ` L ?8 R •/ 596 ` >/ Double 3. rel Drywe pokan• County Sta etal " ravne and Gra To Grate, tt24 y oubte Barrel Drywell ,Type p okane County Standard tat Frame and Grate :Type 3 o .f Grate, II ° 9 ,E.R. STA. It 21 25 Z5./Go 85.00 90.0o 11 0.00 11.81 lrdI —MN 1114112=1111111111111111111111=11=1 111•11 PN=1111111111111.11110111.•I''' IMMINIIIMINIMRCE•11111111111111111.111 11=111•1 ms MINIM ©_ IIIMINI — e�� �� 1=11=1 111=1=11=111 =MI =11=11111111=1• 111=1•111111111=11=MMI =111===. Mao s MR 111111111111�� ®i�s� M�1 MOM 11111111111•1=11==1 111111111111111111=11111 1111111111111111111111111 111111111111114111=111/111=111111 111111111111 '111/11111114111=111111 1111111111=111•11111111111.1=1 11111111=111== MIMI= 11111111111111111=1111 1=1111101111.11‘111E=1=M =1=1111=111111111 111=1111111111=11111111111111 Giiv111=111111111 . 1111111 MMIIII MMI IIIIIMMI =MI — — — MI= MN= 111111111111111111111111111111111MMEM=11111•1111 =1111111111111 .1111111111111=1111111M MININII ®mss =MI6 NM= 11=11111AIMIR1111111.1 NM= =1111111111 11=11•1111111111=M22==- 1lTt11Ma 11r4=211=11111111111111111=1111111=1■= will TIME= =I= 101.1=1=111=111•11111111 =11111111111 ,, ®� N111111=====1111= 111111.1111===11111111111111111W MN= MI= 1 1111=111=1111=1 =11111111111111111=1 all1111=11=11111111111� �� � MN= =111111111111 MI= MI= 11111111=11 =MI =1111111111111111111=1 =MI =11111111111 111111111 MEM =11111= 1== =111111111 EN= =11111111111 1=1111111111 =1111•1=11• 111111111111=11111=1ILV1=111 MI= MI= MIMIIIIIIIM 11111111==== 1 ��_ 111111111.11=11111= =W =I= ® --.11===l1111111111111111111111111111111111111111111e 11111111111.11111=111•1111ri r r.C'eee�i ®eeeel i =MEI�E 10 °- ./477 FT. /FT 11 =lll MINN rllr•>•11111111111111 14r \373 FT. FT' 11%/ 0/ / :a :e N5PHP7LT CONCR E P L/EMENT CL/7.5.5 B 2" C•. P17CTELD IDEPTN RSPHFlLT con/ ENT 5 - r - o 4-% (W.S.D.O.T. PE —�� M1 =NM _ In1=111=11111=1111111111.11111111111111•11•111.111111=1 MN= MEN=111=4M =NM M1111111111111111•1111 =11= EMU= MN= 1== ® 1M1_ ==111— �� _� ��� —1=1=1 � ���® ��® r.00/r4b11® •11111=1•1111= MEIN 11111=1 MI= MIN Singte Saarrel Dryweli , SpoKane County Stand. Metal Fravne and Grate, To Grate, 1$ , STA. ',V;RINTED IN U.S.A. eee11111 �0 �ee�� _ =1111= MI= imam mom =UM MIN111111111111111 !:lIL1f���9 __ —= O HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE Opening, 8" deep +0o Cofe;$I /8 .0218 F7 /FT. 9+56 °r '. I O +od � ...11, - \, 432 SZS°oo'°� "r(a) Im I i I , ,N to CaUSH - SURF.9C /Na. , 7bP COURSE -' Co" co PRCTEYO SPEC.) T_JF'E FF " CEM� CONCRETE CUPQ, S/: COUNT' STFlNd 7/30 /8' .o215FT /FT. 40:4.>11 l•� Ir - 1eee- 5't ab te Barrel Dr SpoKane. Count Metal Frame a Top Grate, 2 �?! _ if ,Dlw.4/Nf7 .GE .SW.9LE : ' TOP OF' SOb SW.W/ /7/7E,4 TD BE SOOOE.O Qy THE OE!/ELOPE/?. eeee =111 1=11111111111111111111111111111111111=1=1111111111111111 ' • - I 111111 — ®r . 1 t• —=11111=11! "1 =11111111111111111111011111=11111111=1111111121 1 1 w J 1E .. L.■e�111ee o:9 =® =1111= Ell=11111 11111111111= MI= 1 ®® 10 +00 NOTES • - Stop Sign T Road Name Sign: Spokane Counted ♦ Road No Sign : Spoicane County Standard Utilities Shall be relocated prior to constructioh. 0111;tP14121111113 A11 5igv\s" shalt be located as sped F ied in - the Many:at of Uni-Form lraf- c.. Control Devices. Stree signs shall be installed after -the. installation of .the. curb o.nd paverne.nt. TIN 1111:;'7W .11•71411111111111111e211 —e MONO MN= — ®111=1111111 ® V MIIM1■elr ®1 ! ■ SWAM ■1e►1ee1 ®If ®1.1 S = ®- -- — ®N•l- J1 /1i�• � /e1 ® ► -J® •® I mi l ® ® I ® 1 1 -11 . 764 aman6mezaw. l 111B6t101:////±1 ;Atli/0101M aittl ugitip. = FiT�' 11 _- r rsa►�Itae,�y_le►lr raf i-v�rr TOP cURR DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND DRYWELL LOCATIONS 4.0'Transi•tion Curb+ 5 idewalk Git.tTT .p_ Line VA RtE.5 NOTE: Stormwater f lowin Addition wilt lie with •.__ - Fuxture. Midilome su TYPICAL SECTION: <DfAINAGE SWALE AND DRIVEWAY NO SCALE LEt -1EN r CONCRE-rE ORtVE WA`! z i a/ / Csis ‘ 4/ 100 200 4' / � ` je/ // `...:)s / \ A+ , , / * ti;;Cc / I X \ A<, / /c�4.`' X \ ;) 1 7/ , \\\ / 7 ,,/'‹ / \ \ \ I / \ \\ / \\ �\ / \ '?, \`` \ ' t : 9) \ \ ■ ‘4 iditome. 6 NORMAL SWALE SLOPE e areas � �//AV 0.\94 Swale. Bottom (Line swate wi-Nn Brass sod) 1'1 Slope,vnin. 1 311 Slope.,mo.X. From *op o-F Driveway -to boi orrl'o4 swate Swale. 136-1.4ot -t .I Slope t -.tt4. 3 :1 Slope. Max. Foots. .4-op or Gsstvewsy 4o t3o.4.+etn of Swale. c."deep curb cA1• TYPICAL SECTION : DRAINAGE SWALE ; 38TH AVE., LEFT NO SCALE Cetne.r Concrete Curb and Sidewalk Spolcavie Couvrty Standard E)&.Type "SO Oryweli C., o rn tn 2- Special C urb 'Inlets "B" Drywell 100.00 ,.:lo 0 0 2D0.00 125.00 125.00 125.00 125.00 49 — ss 95.00 125.00 1 25,00 12.5.00 • 125.00 8,.00 87.00 8,:00 84.00 84.00 81'.00 81.00 84.00 84.00 8'1 80.01 84.00 84.00 99: <. 2- Special Cu - Type "B" Drywe11s 84.00 4.00 ao.o3 95.00 135.00 3' Curb Opening, 8" deep 5.5' Curb Opening, 8" deer Type "A Drywelt Ex. Drywelt CHECKED BY: 2.s' Curb OPen■ng !o" deer EX. Drywelt Ty,a' Drywet\ CLARENCE E. SIMPSON ENGINEERS, INC. N, 909 ARGONNE ROAD PH: 926 -1322 SPOKANE,` WASHINGTON 99212 PROJECT NO. 12.200 Ditorn , STP,i0+40.ZS C.-t-. • BLOCK i BLOCV,( El l'i.2.1 34=4 , BLOc. I f 11 , BLOC.K : ,'34-' 14 BLOC ) ,...`r* 19, BLOC.V 9 LEFT- - l'o 1-70:72-\ - Ltit 2 ,i Block 2 / . .. -1-- . SkatitVa■IelB • TiNsphixkl - (W.S.r.?.(371". - curb 13 --;- - - etnt, 0, 0 4 0 pea.); i. . : - -, stai ■ng ) not cen-te.r f ., . tine s : ...‘0.1 gra L Cour- -- • . , it sNvale slope.. , t. pro4i e oh hee.-1 1 . ______ ._____ 'esz 150' .. ,. 111 : . -1- -, -is-ti: --- f i______ ......-,.... ,1,............... -I- 0.9( 15° ' . (1.:. .. - _ .,.... ■••••.........*' • • + 4T-- 9 Ki.s Gs 1501 t - RIGNT- - ... • . • -t-o..:,'• s-ti s • si. ______ t.h.nd ' -),,_ 7,,t, / , - t d _ . i•-• f er ii. a ■ - . .. .11- ... is ,7,, -`'• I • , ... 0 2020 202 ' 5 DRYWELLS 1 N\ • 7 fk. t -growl cener cu.1- de -sae. Union C 5 • 1 Rt. i'rorn NE. prop. cor. G Loi- 6,a.vAck 1\1W. prop. Lot co , Estock tT-OP OF PAV § 9+81-.5G S 45° 43 w (50.00 to 1 , Double Barre Dr l wells,:Typ B poko.ne. Courrt to,noiard to.k Frame. -A- 6 ate., Type No.3 To -F Gr'a.t e , 2.019 Bottom Drainage 4 -foot w i bottohy 6 -..._.--.-=.- NO Seri -t. evIgtheswo.t a Low Point L- 5 Curb Cut NOTE: s-t.or-ry‘wcxter- o-F M'kditorrle.. .Additiort lie wi the d't areas Midilorrle subd't visions. 80.00 90.00 352.63 90.00 .......- • • • . • • . • ..• • .. ■ - • • . • .. ■ • • • 4 ... * 1 , I 1 . • 1 ' 1 11 1 l'll 1 \ II 1 1 \11 \ \ \\ \ \\\\ 0 1 s ----- ......› , , ......1 \ --..; \ , \\,,\ . , \ - \ c.,--; -- \ \\\\ ,--) . \\ \ ,..... ,,.... -z. \ \ \ ........ ) ,, c-ci 1 .......- 1 ....._- , „ ........- .....„ , ....- ,-- ,_,- , „.......--- ,........_-_,,,---,- ......._ ...... „...,....- ...... ", ,..-- ............,....„-- .---__-_,„.....„--- , ............,.._ ..„.5.59.... 16 ■-....3-/----- ------- ' 'f6 . „-__- - -- -...... \ \\ ---- °tell-lc \\ \ V>°e ..,.....- -. .... , \ .......„..„,...-- ......_ --- - \ \ \ -- ------ \ \ \\ ( -- ' ..--- --- \ \ \ \\ \ ,..- -N \ \ dos. \ ; _ I y z 2 .)... ' \ \\_‘ \ \\\, f...... ci . st ,... , , A • \ \ \.. HORIZONTAL SCALE: l= 5O' NO SCALE t-BASIN1 k t i 4 5TA,N. $+'.19.90 tro 9-v39.90) Lt. Union 6..t. L.,loT 5 i *sTA. e+st.os rro e+ t i.o9 Rt. Union ti LOT G,4, BASIN B:'.Q.s 6+:55 7 1 . 0 7+ Lt. Roble. St. LOTS t -, BASi__C,..;.: a. 4'55 Fro 7 +75 .4 Rt ftobie. 1.-CYCS 2.4 BA IL D 0+'40.zeito 34 Lt. 3711 Ct. LOTS Z, BA51114 E. ; *5 7+!..50.55 to 8*G9.91% Lt. '57 C*. LoTS 9 - i-- / STA. 70 81-95.54 Rt. 3 1. 1.. 4 C.*. LOTS II BikS1Pf.1 C. Q.Sle1/4. 2.1785.54:Ito 4+43.3i Rt. 3 Gt. Lo 140 HIGHWAY' FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE-FULL t_INE leTELEDYNE PRINTED IN U.5.A 3, Double. Barre_l Orywells, Type.. B Spokane Coun-ty Standard Metal Frame. Grate. , Type. No.3 Top o 6rate , 2.015‘2. Sta. O.* 55 , Rt. L-t. Sto,.. 42. 38 R*. s c • 14GB - Ingress/Egre.ss---' Ease.meni- wk-1-11 Crushed Suria.C.inO, Compacte.d depth, .0.ria es fksphalt Concrete Paven 416. 2." Compacted depth 'A of I 15 57" R 410.00 T 55.8G . = 111.03 Dk`o.09, Dramage swale with 4 it. bottom to be constructed Nvhe.re.. noted. (6 OM k 102 .80 77.24 R/W :Wet Asphalt Concrete Po C 1 as5' B" 2. Como RA4TR19.23510/9117.. 17/20,t, /CR C top ucosnmepao,ctuardrozDtne9pat.hcwCsoDurosa.r S pe Type ira\ Cefrien Concre C(trb, Coun Staylcloord "I'NEOTI;; T U EN 4 G R II E R 4 5 6 . 36 00 iv : Mulktn KED EVY: 4S too_ tot). , . 13'7 R /RA' 3 +•f. Systo,le To 5woJe-o,rea.-V0 be. Si -the. devetoper. Z z 0 {/1 II 11 • 4 'C\9 crt3 \ %, .. q �._ ♦ � 4 P 6% 4 Scale 1" 100 Set 1/2" rebar, cap no. 8642/9967 or as noted = Found 1/2" rebar, cap no. 8842/9967 or as noted = Subdivision Boundary "A " B: n a = 20 °00'00" R = 490.00 T = 86.40 L = 171.04 a = 31 °43'05" R = 410.00 T = 116.47 L = 226.97 a = 82 °35'16" R = 20.00 T = 17.57 L = 28.83 LEGEN curve da a = 23 °51'25" R = 410.00 T = 86.61 L = 170.72 91 °39' 0 R = 20.00 T = 20.58 L = 31.99 5 a = 52 °01'12" R = 15.00 T = 7.32 L = 13.62 LOT BLOCK AREA 1 1 13,389 SQ. FT. 2 1 14,373 SQ. FT. 3 1 13,993 SQ. FT. 4 1 14,515 SQ. FT. 5 1 22,369 SQ. FT. 6 1 13,000 SQ. FT. 7 1 15,419 SQ. FT. 8 1 11,143 SQ. FT. 9 1 10,695 SQ. FT 10 1 10,791 SQ. FT. 11 1 10,793 SQ. FT. 12 1 10,799 SQ. FT. 13 1 10,847 SQ. FT. 1 2 13,499 SQ. FT. 2 2 13,789 SQ. FT. 3 2 12,278 SQ. FT. 4 2 12,616 SQ. FT. 1IQ1 Beo 9 #act \ i � :J / o � \' / ry a \ > \ , \ Fr ` / a ° = 19 °41'55" = 1301.83 = 226.02 = 447.57 2 a = 81°54'22" R = 20.00 T = 17.36 L '= 28.59 =. 90 °00'00 " R = 20.00 T = 20.00 L ` = 3 areas LOT BLOCK 5 2 6 2 7 2 8 2 9 2 10 2 11 2 12 - 2 13 2 14 2 15 2 16 2 17 2 18 2 19 2 20 2 21 2 acv ra : FOUND RR SPIKE W/X ---- y • 12,450 12,530 12,264 12,328 12,070 13,539 14,706 18,171 14,840 12,278 11,091 11,467 11,964 12,596 13,929 10,562 11,575 N 11 D 11 3 AREA 3.62 3 � O0 a = 94°55'1 R 20.00 T = 21.80 L = = 33.13 0 = 15 °30'57" R = 410.00 T = 55.86 L = 111.03 SQ. FT. SQ. FT. SQ. FT. SQ. FT. FT SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT 6 4.42 23 u, 79.90 • S 89 79.90 3 ss T Imo, i � ►1 \ ,./ / F OR C X '- 2 ' c 7 - s k e.• 0 i i la� ° ` r1,1� \ S oz f ,!-',-. • o "+, . • � 6 ,,, j i '&'' : . ` S ° ' 4 a b O °.% 9 ? �''st y j ` '�' - /.4 '9 's 3 4 3 Q ,�� • tie e !R )/ ,, • 1 •r 7� • 0 0 /1'6 , , / ,., c o n /00 7)4/ , / erg JVo,• o 7 5 3 22/ NA 2 w I E A g EMEN T �..� � J 22 , 1 l� 12 1.20' 30 ►8 1°52'l9" w( R • 0 ' � NO SE ' 1 ° 2 5 N 1 I O p - TBK 1 i• 0 1 .b 1 i z LINE K 95.00 AC !, I 1 • 6 1 ....• 1 109.95 S 89°34 294.95 p l o 14 -I 1 . 0 STRI o N 90.00 1 O 1 25 STATE OF WASHINGTON) SS COUNTY OF SPOKANE ) My commission expires, ?' 0 1, ■ ■ I 1 N 77 7 ° 47 1 4 D pi 1SETkL E o I 21 N i 1 c 1 / 1 !_/ 44 1 NGRESS /EGRESS EASEMENT O w N N N 0 1 ' 0 /7••• 1 1 / 214 gr 5 (R SETBACK LIN - /v+1 E , o p )CK @, • X 0 cn 0 N (0 .�: t , JO O / / 6 00 ` �Q> ,`hryn / 23 , 0 / 2 tip. mss: °S ' joi • j 8 2 9'• ._ h1 � (1 / ) • • 50.22 /23.6/ 92.62 79.63 36 BLOC n .0• 74.00 100.00 8 W �{ N O 0 p N i 6 0 E? c o cV SETBACK - p n LINE 0 ' • z _ p 85.00 1 3. 7 7 /� .`� 9 -"' - cr N ti co N - ° 7 • • • • ry • • • oo, OR/ E R =866.83 ,; 3 3 �' o ° 1 4 ��i n / . __G ; r•74 A_ • ` 1 9b:- 5 r /Wry EASE T MEN & '- 7th / r , ? `_ V/Y� ' ' , . , •-i y r` ^r, -; t r r I f .L •�+r S I I •_ 5, UTILITY 8 3 ./20_ SRI _ co* 1 ° 0 S ° 43h14 1 1E 63.04 16.77 192 (° 0 1 1 1 1 8 0 4 0) 5716 N86 W 149.78 'S 21 ° 49 1 11 ° W 67.42 S FOUND RR SPIKE • W /X 55.00 L 4 41.26: 368.I3 COURT O E ASEMENT -' 83 12 _ -- to -4 f 0. - • � 0 0 34.73 '91.45 BASIS OF BEARING ACKNOWLEDGEMENT 7,7 SCALE SURVEYORS CERTIFICATE 187.77 1 N 89°34'00°E 174002 N VI N. .;t- Charles E. Simpson Ct� .E Professional Engine 1 N 89 "E • I2 I1' ?2.620 6 LI5 - - ,' ro 7 \ 2 - w -� N. • O � 3i t N ar I M I or, • (1)co, 90.00 0 0 0 85.91 ( ° n S 89 W 510.00 r 1�n��LA 1-✓ 100 0 100 200 185.00 The bearing of N 00 "W along the centerline of Pines Road as per Midilome Fourth Addition -was' used as the Basis of Bearing for this plat. This map correctly represents a survey made by me or under my ton Ph conformance with the requirements of the Spokane County Subdi� - •�,gff• .ance. ( " 1 1_, 4967 rr: y or On this day of 1989, before me personally appeared Emma S. Hawkins, as her separate property; Edgar Bueschke and Louise E. Bueschke as tenants in common; and 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 corporations on oath stated that they are authorized to execute the said instrument and that the seal affixed (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. Notary Public in and for the State of Washington Residing at , Washington FOUND., SQUARE HEADED BOLT - RP's AS PER MIDILOME 4th 345.38 N 89°3400E ® R.50 0 N 89°34 � N 0 50.42 150.42 I 25 1 O o 1 O 150.44 I P N 89 "E / I o 11 � I N oN ��� �43? - r . / 12 WL / 1 0 / /3 207.91 '1 '_ - 1 21 (0 .33 FOUND RR SPIKE W /X w1 F - 1I Cr °39� > S W I l N 3 �k 1_ 1 125 28 27 ;O O P- t0 w O 0 N O 4- Iti lm IN �w 0 - 8 0 0) FOUND 5/8 REBAR j RP's AS PER MIDILOME 4th 33 1 0 0 0 0 0 ri 0 w z 34 34 NOTE : BUILDING SETBACKS ALONG PINES TO BE MEASURED FROM THIS LINE 0 0 N o m 0 N 0 ° 1 - z Q w M a 12.94 w 0 COUNTY I hereby certify that the required taxes p the herein platted land have been paid this -ill/ day of BY Spokahe CouritST Treasurer Deputy Examined and approved this daY of Spokaneounty Assessor Deputy Exami ed and ap*roved this day of SpOkane - County Spokane .County.Engineer Examined and approved this daY Spokane County Utilities Director Examined and approlived this day o -- 19 69 n d and approved this OFF ICIALS fanning Department_Director Exa ined and approved this ,1989 day of , les . Spokane County Health Distri ti Health Officer !CATION IUCYK 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 shown hereon as "MIDILOME FIFTH ADDITION" and described as follows: day of That portion of the NE 1/4 f Section 33, T. 25 N. . 44 E.W.M. described as Begin at the SE corner of Lot 8 Block 3 of MIDILOME 4TH ADDITION, as recorded in Book 17 of Plats, page 98; thence S 00°27'00"E 370.00 feet along the West r ht of way (R/W) line of Pines Road; thence S 89°34 . 53 6 .p : 00 le thence N 86°44'37"W 149.78 feet; thenc s 21°49'11"W 29 . 4 f eet; thence S 00 77.24 feet; thence S 7 : . : 0 fee thence N 00°26'00°W 135.00 feet; thence S 89°57'14 eet; thence N 76°28 138 04 feet thence N 54°46 138.04 feet- thence N 39°05'36"W 83:34 feet; to the Southeasterly line of MIDILOME 1ST ADDITION as recorded in Book 15 of plal, 35; thence, the next 2 courses along said line N 460 "E 133.57 feet; thence N 42°13'00"E 352.69 feet t the Southerly line of .said mIDILOME 4TH ADDITION; thence,. the ne 91 courses along said line S 58°14'55"E 152.91 feet; ence N 73°43'46"E 67.27 feet- thence S 69°16'07"E 149.22 feet; thence S 16°31'21"W 45.00 feet; thence S 78°21'47"E 192.78 feet; thence S 87°43'14"E 187.77 feet; thence N 89°34'00°E 174.00 feet; thence N 00°26'00"W 45.00 feet; thence N 89°34'00"E 150.42 feet to the P.0.13 Situate in the County f Spokane State of Washington. 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 filing a replat. The public water system, pursuant the WATER FLAN 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 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 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. 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. No direct access shall be allowed from lots to Pines Road; except Lot 10, Block 2. The owner(s) or successor(s) in interest agree to join in any county approved Stormwater Program and to pay such rates and charges as may be fixed through public hearings for benifit obtained by the planning design, construction, maintaining or operation of control facilities. Use of private wells and water systems is prohibited. Lot 14, Bl 1, as shown herecm is dedicated to Spokane County to be deeded for road purposes ' 'I t 11 : II C I Z . L I I r r I l . t; ini o - 2 g SP r o:1 1 r 1 1: e is hLe granted the ri t y (131114,111.et shal .10.1ea,c adjac t pub lc right-sot-way. The ptopett forever at such time as adjacent ProPertY is Platted; . elpia, which are for the p Drainage easements, as platted and shown her gh cl ingres.s d urPsose of installing, operatin g swa es and drainage facilities to dispose of runoff, are hereby granted! Permanent live cover of lawn turf, wit d The owners Of all lots shs: te ,responible for I and maintaining the path f the The ProPertY owner. or. •.,rept sentative shall. inform each eucceeclin7 p prc h aser „, n t s , a l t Individual ,drivewaY accesS'Perm4ts shall he issuance of a ,building easements. Permit for with 'the SPProVed Plan on file in".the COuntY-th9ineer's U l_c t ;i j ... li t lr a: s :7 en To! r ic e l pr st7 v ol 7 1:c s i , ;-:c ° 177v' l e: e : ) nO '' tside of 4 feet wid swa le area as Showt on approved plans on file n the County Engi:Oers IN WITNESS WHEREOF, We have hereunto ,1989. ,1989 11989 ,1989 ,1989 President set odr hand and affixed Edgar Bueschke Emma S. Hawkins MIDILOME INC. Secretary MIDILOME Fl NAL PLAT Ma nagement service or stormwater our seal this day o FIFTH ADDITION A PLAT IN A PORTION OF THE NE 1/4 OF SPOKANE COUNTY, WASHINGTON H CLAREtsICE E. SIIVIPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON 99212 )0 0 88.87 � cP ;\ N \- - O O_ 0 11 X0.38 80.00 90.00 80.00 25 °— BLvrC HORIZONTAL SCALE: VERTICAL SCALE z0 R = 490.00 T = 8(o.40 L = Tt.04 Inress /Eress Easement wt Crushed Surfaein , 4 Compacted depth, ann Asphalt Concrete Pavement, Z." Compacted depth O = t 5 30 R 4to.o0 T = 55.86 L.= 111.03 NO SCALE so.o0 rs — oo 02. 77.Z4 Asphalt Concrete Pavement C t ass Z Compacted De .thi =— IlIt MITaCw�o i*iTi� ifs ■�■ �� Crushed Surfacing ,Top Course 6" Com•acted 'Death W S.D.QT S.ec. � ��ftltltrafc:� a._f■I� t�ftftf■ a ;.���i������ftflfaa���fafllta fttlttar;tiiJ �ftfta ; c ■� I--'- ■■���I flftft■■ — �f[II' r.�1� ����Ilefiri��■����� ■��I ftllft__■tlftltltlr�lre�. - �•�aulff� -� • - �f�iirJF:!•1t►��`�fir o�f�\ ra�� ■L■1 I�a.���I�'�I■���■��■■ I � -- ---- f•ftftl ■ N — ___i !l [il _ _ !W1■ ilc::: [►! _ro1I J f4e1fllJ•� ��f■ f■ flti��• ��ftItllls *�■fs��■ftwu��a��fttltl�■ ��� - - — Jft �i[��i ,. I�fttlaf� .. ct��rt[�—� Ic�[.�r�■�i f�r�� �a� ��■I■.z:� =��r A_ i aiii r---- G - - - i .. fffu_ .-- ® ����� ■ul____ttttttla•�rzufa�■��i■ ■w� fw - -- -- ®�:tf►�ftllla■ —■ J__u lu ■� [oui_____LS ® .nh, i I - - - -w ■- _ffnl����■�■.;1 �MI[ra•��I:u E•� ®_•)IIf'I1 �f��■ I!2ri' ____■�ftni 1 � �.rl �•)lflflltflflC���/J� f1Mil;;: t .![fYi■ ��P .•.— ii>:Iii1� %�� _I������■ic•' r &A fl ! _ ___�>r�a�� sue■ if1��� =M a: 4G9 ■1 C Gi:bili•II�'7��� ��ii� Ef.���IC � ■�� —�_ ��� fttl�f����� fri -.fry■ - ••`�ftt�0II!I ® ■�■1.•�= ������� �� f�f� — --1�f1�f t� =ilE:i� wL ���■i�ifi��® ■ri1■Iftlta�ff�� ■ .1���■�1fi ■ 'J[I'i���►� ■ !illi��■ N 1 ff1f— T.1tGiTTtT ��� I Ej ! [f w�ffflltlt.�� emu■ ! ;iw• fttfr.1fw aftlaft� fr u �ttlaf•�■t�� wr. 1 _ d[ lff��E:���iR 1 - �i � Ifffffi<G���>1F,1 ■�ftltf��l�■fI1IIt.si:!�: If•tflait _ tf•tt� �a L :rnrr -j y r . ��■■ ®ftllf�afF ff•�tla�!�i— _ ■�� r� _ ♦�� fuffts �ffl_■f. ®��� T,iJfifi>m ® —_ L►� ®■ T _ 1!l_ � m��la ■� ci>•I�� I.- T•7f.•�c =�■� Irftftl���r.1•fltlltlw■ ®■fw■If�1fltlal �fllfllfts���ln►>_fIItI�� =� f1af■af�� ■R� ��� �1f��1[af>•� ee ®f�t!l N�`Jltfrl!i•� IU tiiflTir•�� MIIi�A�� rii�■t•�tllt• — •� : _ftl� ftlla�c.�ftltltlta■�■ .,t_mfw_tl�� =!�ii� • �a �a� -i�■tI -- Iw !pt�l�a�i wit — �■tIIII�■ttt _ o�[I■II■■f■�1��ffli�fft���ft�■- . _�iT .I a■� ■ ®fti� �y il ■f�■■ Ifs ■■� r ; _ . M111�' �ft �'it7.9■:1�11i7i!'I;iB'. �f�f���■f�■fllt�f� �ftlt��f��■���f� f� ■■t11��.r®�� i�i!�� IIIWIP? :I _ ®■■■ tea: �i t■►�aft;�il���w�l■v��■�■ ���m ■■■IM —�ttl� �� vfwftallll�IIII� s___■�if■Iffltlil��ll�I�f_a�� — ■L i ami fla r I, IJ fI■ ■ f ■a1,, n 1fl '/■MM /■MM,WAL il1 — f i[ it ■��■�w/ r 71 f► E 'A • ■� "2'.I .. JLiil1 .1 1 <!II!iME'r.Z,i•i ®■��■ �� � ��-� ®® . '' -t��� �tat■t�t�t�■�f�lll�■It�aa� �� — r -J< fI/ts ■ "��__h71d I�■f•ir■�i_ \k IW k 1! ■:riiUJ�l�l�� ���� tiT.TIi -� ��7�1-713 -7� � �i -i ����� >■ .rilati 1� `iaii'i - - &iil 1 k 1 . A.A t i3 ® : �� � _ J■1(�ftfft311� �������� _pl l ■i -1 1— 11f � ��t� �1•, I. L 1l/ eT: Jtt1l 1 1 11111 f1 J:RYJ :'i tY.Y�� ® � ���� .4!.Ta1 A►�1 ,►l. \:N'_11� \E'eiril \1 :iT�� ■S O z 0 z HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE IPTELEDYNE PRINTED IN U.S.A. 79.90 1 00.00 125.00 N B9 °3400 ° E N89 °3 125.00 87.00 87.00 87.00 87.00 BLOCK 67.00 87.00 87.00 87.00 0 80.01 95.00 135.00: 0 s= 90 ° 01''00" R = 20.00 = 20. L = 31.42 LEGEND curvi a , o / \ \ s \ 0• \\ 0 / / .1 ro = Set 1/2" rebar, cap no. 8642/9967 or as noted Found.1 /2" rebar, cap no. 8642/9967 or as noted Subdivision Boundary A Nikon DTM -1 total station and a one second Jena Theodolite with Mac EDM,was used for this survey lot areas LOT BLOCK AREA 1 1 11,347 SQ. FT. 1 2 12,327 SQ. FT. 2 2 10,625 SQ. FT. 3 2 10,625 SQ. FT. 4 2 10,625 SQ. FT. 5 2 12;264 SQ. FT. 6 2 11,310 SQ. FT. 7 2 11,310 SQ. FT. 8 2 11,310 SQ. FT. 9 2 11,310 SQ. FT 10 2 11,063 SQ. FT. 11 2 11,420 SQ. FT. 1 3 10,354 SQ. FT. 2 3 12,570 SQ. FT. 3 3 11,989 SQ. FT. 4 3 12,148 SQ. FT. 5 3 11,250 SQ. FT. 6 3 11,250 SQ. FT. 7 3 11,250 SQ. FT. 8 3 12,542 SQ. FT. 1 4 14,169 SQ. FT. 2 4 13,977 SQ. FT. 3 4 10,969 SQ. FT. 1 5 11,453 SQ. FT. 2 5 11,401 SQ. FT. 3 5 11,401 SQ. FT. 4 5 11,401 SQ. FT. 5 5 11,401 SQ. FT. 6 5 11,300 SQ. FT. 1 6 11,773 SQ. FT. 2 6 11,147 SQ. FT. 3 6 10,920 SQ. FT. 4 6 10,920 SQ. FT. 5 6 10,920 SQ. FT. 6 6 10,920 SQ. FT. 7 6 10,920 SQ. FT. 6 11,616 SQ. FT. fat = 85 = 90 d = 89 °59'00" R = 20.00 R = 20.00 R = 20.00 T = 18.48 T = 20.00 T = 19.99 L = 29.84 L = 31.42 L = 31.41 = °90 °41'55" R = 20.00 T = 20.25 L = 31.66 A' B 8 = 54 8 = 06 ° 23'32" R = 526.67 R = 598.80 T = 271.28 T = 33.44 L = 501.02 L = 66.81 = 79 R = 20.00 T = 16.53 L = 27.63 c 0 = 09 R = 410.00 T = 35.10 L = 70.02 R T L l \ v J ✓' / \\ / /\ y \ 3 / \ / D =.1 = 690.00 = 6.28 =12.55 4`?'u. BLOCK 1 F -1 19Z.00. 4 \ S \ 1 138 28 23,, 38 TH : 1 • \ Ac? N87 ° 59 1 39 11 W 205.48 . s S 80 °3855 ° E(R) 79.90 b N89°57 / 0 u 2 0 0 / I00 CV 0 0 0 z / 0 0 0 m QQ 0 L-9, 8-3 1.0 STRIP 0 200.00 N 89 E 105.00 N 89 °48 49.55 13 1 4 SETBACK LINE -.-,j 125.00 S 89°34'00 "W 5 1 25.00 25.00 S 89 ol 8= 26 ° 29 33'' R = 435.00 T = 102.40 L c 20 1. 14 / 30 1 ti 25 r 1 $ z W_ 0 0 w l QI °1 N ZI 25 8 1 0 0 0 n m / N co.! on 75.00 1 95.00 N 89 °3 "E 20 N 89 °3,:110011E \ 294..95 4 0 0 0 125.00 • 2 OC 4 ;a° • I INGRES /EGRESS EASEMENT BASIS OF W 0 0 0 ID N 0 0 Sri ti N O 0 Cr) 1 1 11 ( i 1 15 1 I 1 1 1 IVII V IL\)i`I1L S I I-1 , 1''T' ( ' JIV 1 S 149.78 I N 89 °34 ° E I 510.00 65.6, • -0 84.00 8 4.00 84.00 91.00 'd I I ' r ' -- - -- T ---- - r- - -- -i - - --'�\ ! `Y j 84.17 3 0 0 ID 2 O S LI TBACK 84.00 BEARING AC KNOW.L.E DG E ME 0 0 0 680.00 N 89 °34'00"E o BLOCK 0 1° N 0 3 0 z � r` u Lam) s.1 ( 1 ' � 1 1 ...1 1 COURT 84.00 84.00 SURVEYORS CERTIFICATE 0 589°34'00"W 326.70 4 84.00 AVENUE • ci 84.00 The bearing of N 00 27'00"W along the centerline of Pines Road as per Midilome Fourth Addition was used as the Basis of Bearing for this plat. This map correctly represents a survey made by me or., uncler my direction in conformance with the requirements of the Spokane Courity Saavision Ordinance. Cgarles Profess]. .Tial EnginOer Land Surveyor .E. & L.S. #9967 STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) 11 day of APRIL 1991 before me __p_e_rona119 appeared separate property; and 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 save to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers of the above corporations on oath stated that they are authorized to execute the. said instrument and that the seal affixed (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. My commission expires Bill 9 3 Notary Public in and for he State of Washington Residing at Spok.o-in Washington 0 84.00 11 0 8.70 99.6 100 0 100 SCALE 11■1 FEET -J 84.00 0 S 62 tV - 10 0 j CO 84.00 70.03 200 JD To L 1.0 STRIP el z 25 ti 1 3 33 0 woo a. Note: A field traverse was used for this survey 0 l- WM Moj FOUND SQUARE HEADED BOLT I. TACK STAG 706 IN PP N60 54.73 2. x IN SIDEWALK 3. c0NC. NAIL IN CURB MASTIC 34 Spokane County Treasurer Examined and approved.this by Spokane County Assessor Examined and approved Spokane County Engineer Examined and approved this I. 1/2" REBAR ABC CAP 2. 1/2“REBAR ABC cAP N88 20.00 3. NW CORNER OF PUMPHOuSE COUNTY OFFICIALS I hereby certify that the required taxes on the herein platted land have been paid this day of 1991 by Spokane County Utilities Director Examined and approved this day o 1991 Spokane County Planning Department Director Examined and approved this Spokane County Health District Officer Examined and approved this Spokane County Commissioners Chairman Deputy day of , 1991 Deputy KNOW ALL Midilome "MIDILOME this day of , 1991 day of 199 That portion day of 1991 day of , 1991 MEN BY THESE PRESENTS, that Emma.S. Hawkins, Edgar Bueschke Louise E. Bueschke and Inc., have caused to be platted into lots, .blocks and streets the land shown hereon as SIXTH ADDITION" and described as follows: ICkpl ,1991- Begln at the SE corner of Lot 13.Block' 2 of MIDILOME: 5TH ADDITION, 265. 0 feet along the! Weft right of Way 1R/Wy line of Pines Road; th nce S 89733'00"W 135.00 feet; 62 47'17"W. 55.51 feet; thence S 83'17'38"W- 179.85 feet; thence S 89 326.70 feet; thence S 00 275.00 feet; -thence S 26'40"38"W- 124.90 feet to the beginning of a mintangent:ctirve - Condave to' the Southwest, with a radius of 435.00 feet and A.radial bearing.of . N . 26 thence Northwesterly through a central - of 26'29'33", -an arc distance of'201.14 feet; thence N 89 49.55 feet;.thence N 00 332.87 feet; thence N 87 205.48 feet;:thence N 18 38.38 feet; thence N 59 124'.68 - feet; thence N 81 54.20 feet; thence ,N 57 127 feet; thence S 39 68.17.feet; thence N 37 220.61 feet to the Southeasterly line . of MIDILOME FIRST ADDITION. .as recorded in ;Book 15 Flats, pege 35; thence the next. two 'courses and distances ..said- line, N 61 170..22 feetv thence N 46 160 feet±to the Westerly 'most corner of Lot.5,': Block 1 oL said .MIDILOME FIFTH ADDITION; thence the next . ten courses and distances along the SoUtherly line of MIDILOME FIFTH ADDITION S 39 83.34 feet; thence S 54 138.04 feet; thence S 76 138.04 feet; thence N 89 79:90 Pet; 'thence S 00 135.00 feet; thence N 89 294:95 feet; thence N 00 77.24 feet; thence N 21 67.42 feet; thence S 86 149.78 feet; thence N 89 510.00 feet to the Point of Beginning Situate in the County of Spokane, State of Washington." 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 The public water system,. pursuant the WATER FLAN 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 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 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. Public sewer systems acceptable to County and State Health authorities will be made available for this plat and in4ividual sewer service will be provided prior to occupancy. 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 benifit obtained by the planning design, construction, maintaining or operation of stormwater control facilities. Use of privatewells and water systems is prohibited. Lot 9, Block 3; Lot 2, Block 1 and Lot 4, Block 4 as shown hereon are dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property' is platted. - Drainage easements, as platted and sliown 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 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 Engineer's office. Direct access to Pines Road -Fro Loi a Block G and. Lo+ 1 Block 1 is prohibited. The streets as shown hereon are hereby dedicated to Spokane County forever for road purposes. Utility easements are provided as shown hereon. The propEF4. Owner Or his repres a iye shall inform each succee.din9 purchaser (IC J1 _draina9e easernen-l-s Edgar BuetChke Secretary IN WITNESS WHEREOF, We have hereunto set our hand and affixed our seal this 17 day AP # eschke mipiLomE IN F! NAL PLAT APR 2 3 1991 County Engineering MIDILOME SIXTH ADD1T1OAI A PLAT IN PORT ION OF THE NE I/4 OF SEC 33 EWM SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON 99212 I ��I►ialc�l>tlile \�<tt�iL•1 �� ®� ® ®s� ;(.T;3Ii !E 1 ., . : -'..� -- --- - -- iw- ..mil ® -- - 0 9 0 4- + In s `� w 13 jmj1 • 22 !J•; .3.. t 1 ;BW .. !I F - - ____ iTAYL ____ - -- y- �� - lIi�ICiiiiii� ® ® ®® w psi I : 0 UI .R'_ =. �7� ■= c _ . rta���l■�. ___EI�iI ___ \ \ T6 6 SingleB + el Dr9wett , A Spokane �S my Standard Metal F awte\d Grate ,Type 3 \ �� Top G a'l'e, , STA.5t2O,25'Rt. \8i� O= BG ° 08'2 9 " \ 53 8 / \J --= lg.to L C0 6 1-4 uct 'Sodded earth berm - o.cr ss swale S +a. 5--35, R-t. All Sighs sha\\ be located as spec• in - the Manual of Un't - Cra-FRic Coh-t•rol Devices Street signs shat\ be installed o *er the \stalta o the curb and pavevnen NOTES = Stop sic,�v1 T Road Name Sign : Spokane County Std• = Road No Sign : SpoKome. Couvtty Stov do.rd t/4 PER FT. Construct 5' -G" Sidewalk Portland Ce-men - 1• Concrete Spoone County Sto cxrd TYPICAL SIDEWALK SECTION : PINES ROAD NO SCALE 38TH AVE. St a. - 1 S-to.. G Easement =ns ll Z- eciat Curb Tnle+s in Sid walls E.K• 5ta. 9k 2 Dovbi Barre\ Dryv4etls,Type -- SP ane County Standard Meta F ame and 6raie Typ sto.. 50 , 28 Lt. i Top Grate I5 t CoZ, g8' [_t. ; To Grate 1Co6g O z8' t-t. ; - [op Grate 17 ?`' 2723;'e &0.00 ' 30.00 •' 50.00 Concrete 105.00 9 +od Zoo.00 N 89 ° 34'00 "E 25.00 SPECIAL CURB INLET SPOKANE CITE STANDARD 8 114 A PRODUCT 1840 WILBERT VAULT CO. lcX(o 0/70 MESH IN LOASE 1 1 0 1 W 1 �1 o1! 33 %z z - Existing Double. Barret Drywe►►s &� o Top Grate , 15'3 G;o° 0 ° 0 9 , 0 _ 7 t / v/ t/ +n� E.R. , O* Construct vtheeleha'r AaYnps Spokane- Coun - ty S +andard 75.00 \ \'' 95 00 *C 4. GARS ® 8" OC E W IN TOPS to9.9ro 87.00 (05. ( 1 91.00 Dote Barrel Drywell ,T(dpe B Spo ane County Standa 'd Meta. Frame and Solid •nh to Cover Sto,. t& 8 , I$' Lent' , To./ L \d� 152 Cons + 12" C. Th 28 (.F @ drywell - to cone of ne dryv, CONSTRUCT �° SIDEWALK J PORTLAND CEMENT CONCRETE SPOKAKE COUKT TANDARD Install 12" C.M.P. FL, 201522 ) F� 38TH AVENUE SIDEWALK SECTION NORTI -I SIDE ONL'i Concrete. I - et , Me-tat Frame avid Couvtty l2 C• .P. , 4 _ � L.F. @ 0.45 End ct '(W.S. o.o.T. - Concr +e Inlet Type. 1 , Inver fle*al F ame. and Grate, Type.I S 1l O 28 Le. Install w/ Beveled _M "7 . -- Double Barrel DY 4e.tl ,Type B Spokes e Counts Standard Metal Tame and Grate - 1 - ype 3 S-to. 10+ 25 R- Top Grate 14 Covis*ruc Sodded ear berm across swale at S +32 8.00 ' 87.00 13 Drama e_ Easement Co 80.00 w +� e, t , Invert 20 t4 93 ate , Type t , Top Grot 20V. tandard Sta. t l+ 72 , 25' - 1 - . CONSTRUCT T9PE ` A CEt -1ENT CO RTE CtJR6 SPo ICANE CaUNT,y STANDARD 87.00 rp't,,age. Easement 84.00 87. 00 MIDILOME 6 TH ADDITION STREET : PLAN - PROFILE 38TH AVE. CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH : 926 1322 SPOKANE , WASHINGTON 99212 DRAWN BY DUANE HEL-r 8/ 14 SHEET NO. JOB NO_ . CHECKED BY: CES 3!i3/9/ I oF3 IZ2OO B0. 01 I(o+80 -s !"11 �Y�oCI0. i 0. 1 e 2-- Dou •le Barrel prywe\Is ,T pe_ "g" Spoka� e County Standard Metal ame and Grate Typ 3 Stoo. t8 0., 28 L ,Top G 209 Sta. 18+3 40' Lt. ,Top Grat 20 90.00 84.00 'S -70.03 - 3' Curb 0pe 'tng 8 deep @. STA. 8 .190, Rt. 5.5' Curb '0pe.Yl ng , 8 "deep STA. 8190, L-t. £18 +70 : - ®ice 0 -- �� -' L _ I D 8 1! HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LIN WTELEDYNE PRINTED IN U.S.A. _. 0 l4 -te Inlet, Type I ; Invert 2014 Metal Frame and Grate , 7T 6pe I i - Top c ra +e Z1Jt7 Spokane County Standard , Sta. 1t+iz , z8' Right Ins t2. C.M.P. , 47 L.P. @ 0.45 7 -, FL IN Z0I1- , FL °UT 2014 Dayligh+ end OR culvert in Swale at Sta. 1(+25 wth Beve\ed End 5ec,kioY. Cv3.s.�.o. - c. Standard P \o-N B -1 ) See. 15 Detaii Sheet 3 o- 1t. 17 li3 38TH Avenue / MIDILOME 6TH ADDITION sheet I of 3 W TYPIC AL \ I F-� • R/W 5° R/W 25. - /3e NOTES : Sop Si • _ T Road Name Si: Spokane Count S y - t. _. vr{- Stanard Cou y /3 In ROADWAY W // - 18� ° S'� o ►o /O- o %O �-z S '�� all MN � N -� c SECTIOI�I . p n T• FT `/ \\ /' / / /� /i /- /� /�� 14 ':\3 �3 �115111 %ht� / /J�� // _ . ` • 1 E See exceptions noted 111111=1111111111111111111111 oYl Sheet 3 o - F 3. - r c . . a , : o, 4 ;::::;:;a:;;:T;; CL45S B" 2" CO/7,',gcrE0 EEPTH G" COMP F7CTE'O lOE/ .S.0.0.7T SPEC.) 175PH.4�.T CONTENT 5 TO 644.7 TJF'E F7 CEMENT CONCRETE CC//�l3, W. S. D. O.T. .5'�C , SPoK4WE' COUNT-.J 7.0 ORA SW/7LE as sQec� •Pied n - th 'e c Control Devices. S 5 shall be 1 n s�a1\ after -the /Nf7C:E 1 Il TOh Of A' SOLD 1h5 Os\\af10n OR - the. Curb 0. nd pavement. .4 TO BE SO/DOE 6'Y 50 </* c. 8 � � ; -se). � 8 ` �'p c' .9• a < ?O o - / N �° S 1' 2 5 „ � OZ� �Sy � D ouar'� E CR) ' \Z / 5 okane ble S Co ■ j 5 Curb Opening i+ 44.29 4 0 SO 1 g u1 c� ywe , Type B t Stan 90.90.0C) 100 Co 0 0 mot. 90.00 o 5 0 . N 90.00 0 q 4 o o o v 4 0 00 y ti °' t � 6 ` ., M . S > 11.81 -5777/V4717/ THE OE!/EGOPE/3, Utilities Sho,ll be relocated Prior to cohstruct\Dvt. iii Q IS IS ``J ' - 0 18 4 .5 ' C urb Opening, S deep tD S In le rre l Dr4we.0 ,Type A @ E.R• STA. 5--3o.�3 Kane 5 tav�dard � W 3 0/ � ti IN 1 Co Sp ounty , oo Metal Fr e and Grate., � °�'= 5�0 - To Gra D� ? STA. St 25 Lt. , K\ ° �� \ \� \\ � �\ 0-0 Metal rame. nd a, yp 2.L9 \ i� �•3 � �' \ 14.50 "'� Q %9 ' a x + 00 \ �s.3� \ / / Io +o oh, 0 +8 681 ^ • 1 ac / 11 +II 1 +g1e4, 2 ROB I E 3 4 +00 STREET N 5 +00 / / c,+t� 5.5 Curb Opening, S "deep C o STA. St 90, Lt. o a+ - 9 110.35 / 0 _ �- End Pa / v e m e n - I n -', co ?g • co \ - -- J 4 +56>T Io +oo o s +894e 9+ (..,,c„,.81 SI 43.2 `}� o f ro' .3 18' -) i V SCALE 1 = 50' D I SZS �� +I B.. t+ o : is Iii,, 42.55 S00 ° Z-I ' OO • 'E SCALE 1" = 50' 3 ' Curb Opening, 8 d eep - a STA. St 90, R-t'• 0 Ai / 0 /g S. • JS 5 �+ !, 7�R)' 0 c r0 ;3 1 z • \ / S ✓ j \ / `�. 25JCo , \ `e 9 5 Curb Opertir t9 D1..te. Barrel Drywell 59°`Ne ne County Stavndard Me i.rame- and Grate. Top o-f t. 4 to , I I o? , N 85.00 I + LO -1 +15 O ac c P ,T 8 , Type 3 0 E.R. STA. It 18 , Z5` Rt. O 8500 3 o O 8 5.00 4 8 110.00 / ��/ w/ / 0/ p / / O V Q, c �/ � t ' 0 / 8 5 <,-?., .. o = r 5• 59.19 / / / ' 7 \ j / �// / 7 / 4 r , // t, C'''' �47j m ' 25 2� C°5.34 2 O/ j �O/ 17 0/ -1 c / L // � a .9 R @ 1 18 t8 t xa Imams' ss Eas Ingress /Egress w i Crushed Sur- Fac -ing , Top Course Double 8a el Dr well T e B 'Type ¢" Conn acfiec� Depth W.S.D•O.T. S ec. y ' p p ( P � Spokane C un-t s - tandara Asphat Concrete. 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Cor .3a-ted •\mow i 1 _ - ltle.ld CTP \ 1 \ 3G" CULVERT FLARED END SECTIONS NO SCALE A ELEVATION 7 . / \ 1. 1 .1 h/11 rt. � . t TYPICAL SECTION : BERM ACROSS DRAINAGE SWALE ti 3.1 ldlrtix. \ 32 Metal Pipe NO SCALE G Flarecl End shoat be *D Dipped ualvavSlzed /Finished SECTION A —A Top of eartIn berw (3' wide. at top ) Covered \NH gross Sock 1 t Stope.,rr,.tn. / F•ovh - top of bare, to 'bottom of Swale DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 021VEWAy E CURS 0 PP: NIN.� TYPICAL DRYWELL LOCATION ( NO SIDEWALK ) / \ I / \ I i I< - - CD R . CURB o?ENtNGS \N. S. D. J. . Standard Plan B -7 Swale Slope. Rebo.r welded - to .etn >=dge Mo.,( . ( ) Z. See T�ical Roadway Section oh Sheaf 2 of 3 . 3. 17rive.ways and berms wilt be cons to back of easevnev►t as part of roadway cons truction. Dr■veways no* used shatt be_ removed and replaced \With sidewalk, curb avid "special inlets" (514orJn 0,4 sheet- t o* 3 ), z W W N Q W 100 10° CCN'IENT contc C .-r ot-YlvEw, 5 SCALE IN FEET - 13 2.4 E 7 . O 100 8 ri Drywall 1.o Easement R ,w. NOTES Stormw ester f tow inz off Midi tonne. CoT H Addition (Bo.sirts E , I , o.vnd por o wilt tie within the drainooge, areas of - future. Miditome. SulpcA'iv■siofs. Basin "G" inta will be constructed of End of Curb r on it.ture. E - TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE �Sw le. 6ollorl 1:1 Slope. N1Il.,. 3H Slope_ Flom +o ol- ORlvew ay -1-0 13o-1-+or., of Swale. TYPICAL SECTION : DRAINAGE SWALE ; 38TH AVE. y LEFT NO - SCALE S.8 / 1 / / / / / 230 ' // tAx / / / A ; a / \ 4 ) ) _/ R/w , v -hype- P; Drywall C Aro open'tn9 S "Seep \ d. 7 r 5 F ' is y5 — Swale Bottom ( L'Ine. Swale. wt-tin grasS Sod') 1 :t Slope. ,rnin.7 3'1 Slope,ma.x. Fr om top of Driveway - to bottom of Swale 7.0 ti 5-treat. Cement ortc�.zrtc C ur b and _,,4e 5pnKo.r,e -Co.An y " Standard / l n \ / / / ,c \ ¢-/ v� / t' / / / \\ \ - -7 \ Y 7 / / - 1 ••. Ex. Type "i3 • 200.00 o— S , / /a. / p ' ; / / %, / `',, / / er \ \ i :: i / / -(..2.7 \ \ II "••-1 \ "7 V) 7 \ \ ----/ / // 7 1 2 - Special Cuurb Inlets 8' Drywall `► 38TH 1 / I L 5.00 I, (o l G • AV UE. 144 31.19 H a2 C.M.P. 630.0c ■ 1 1 1' • 3 2 ZS `. \ _ _ Concrete 2 T� p, "S Dr ywe`tts c \-7 7 LOCATION OF SWALE BERM OR DRIVEWAY 38TH Ave en rH P.ve., Lt. 38 Ave. , L-t. 38 -" Ave: , L-t 38 Av - , Lt- 8 -' " A e , L-t 3BM Ave. , L S a. 8-t GD 38 Ave. L+. 3v -" Ave., L-t. 38T` e., L 0 0 0 m a ( BERM ) (q. 16' DRIVEWAY ) 5 lt- 73 S 12-64 Sto.. 13* 48 8 c-0 0 O, 3 of ml /4 Sta. 3 ±05 Lot I , Stock- 5 - Sta. 3 Lot 7 - , Block .5 Sta. 4-t 9C1 Lot 3 , 31ock 5 St 5 t So Lot 4 , Block 5 S-t a. G - t• 90 Lot 5, Sta. 7+ 90 t_ok G , B lock 5 None. Lot G, B Lot 1 , stock G Lot Z , Stocl< G Lot 3 , B G 38Th Ave. Rt. Sta. 5-435 None Lot 3 Stock 4 35Th Ave. , Rt. Sta. 10-i- 32 Nome.. Lot 5 , Block 8 m , Rt. — S 11+ 89 Lot G , Block Z MIDI LOME 6121 ADDITION 122_00 0 0 d m ) 8-.. '4 BASIN 7— .16+2,0 - 2 Spec';a1 Curb Inlets —11-118 190.00 8 I 3' Curb 0 p - , 8 5.5' Curb OpenmB, 8"deep Type "A" Drywall In W 18 +70 Ex. Drywall Ex. Drywall 2.S Curb Open,ng !o deep Es. . Orywett Type ,.A, Drywall DRAWN BY; LI NE= HELT CHECKED By: -Cry strtztareon DEVELOPER DATE DRAINAGE MAP 38TH AVENUE & ROBIE STREET CLARENCE E. SIMPSON ENGINEERS, INC N. 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON 99212 PROJE(:1' H.:T31a. / /2.989 ` .• /se v /se Wool / 30 ®v X k co 29z9A „ op 0. ® 3 op 1, 28 ®„; ., w ni v 4 - 0 11 27 0 It o 4® 40 .. 26 2c` � ^ 1, 0 m © .1 2 . ., iel ® 2 2.4 24 M ,.. sb 04G 0 , nz323 0 „ „ 03 mQ9 9 22 u le /o Z 21 2 +M it in /1 // co fl 2 p ?o M co If m /. /2 t ca /, /9 19 0 tti /, CO o vt 3 /3 co it o 61 /4 /4 /50 /so tl a oe / S is 43- v /3o. // 0 V /6 o+ No /2 9. 89 86 80 ®��� ti.,.,y � /05 `J 1 . 77 757.9 Zk 7Z 7.575 A . /'•35 n J / 2 EY' %oo 575 \ 57, (7 7i. 7 Q 777 ®��� /2G 2 1 E q 2 � /05 `J 77 757.9 Zk 7Z 7.575 A . loos `o ® +'► /xc. 4. � h ,zC 3 A "1 /2G 2 1 E q 2 � /05 `J 3 /'•35 n J / 2 EY' %oo 4 E /00 590.40 7 70.15 L4.i 74.67 8i 7272 1 /G5 2) 12 85.3 1 95. ,, 9a. 24 ) 3 LOT .9 //9 97.47 7.64 3 OH 97.4.4 7.4 9 %68 io M N o % 9 ` 8 g • 97.68 91. ALOHA CT 57.44 1 /08,30 J ` 70./0 90 //4.4/ 97.4• If 91.40 91.4.4. O ® 8 9 _ to u 91.44) 91.45 7 $. L7 1 235 114. 0 9.3 ,. 115.15 ® 4 /35 69 89 /3/.o7 /30.38 75.67 90. X 185. /09.49 85,00 176.41 /24.86 48.4 /32.46 )4 ao /48.92 200.02 /30.25 N /50.0 /50. /50.09 /30. /c / 4 - 027 /.5'0.30 /5•32 32nd • • \ � T 99 TH Ir 5 0 ► r 4 aw- • z ti a SP 41,1.34 0 Far 37 TH 0) TH /R • j SECOND • At/E 93•!4 6 N 90 +8 � 18 161.36 69.90 J 387H '• • 0 e 0„ G E., Y1 49 „ 1 YH /RT Y- SIXTH Av /2H,Sd 6 /00 f /3a /16 /; 6 //6 2 0 tr 0 d Y N S /4.0 3 v , 20 "x/ T 3 ,y ,t 44 13 ' //a „ /lo /2 ,ti 2 3 4 n DE '71 98 sc) 0 5 5 37 rH Q 6 /29.89 34 TN L2 B8 A 85.00 33 ao AV E L1a L 4 86 32 N R VE .