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PE-1522-85ddi - - - Ate .4-tt3ER o a Lora - y - • (/ • , - e PLAr Ctl&cK Fee ./.L9° o l= A /m(r, X - 6 K- 6 4 1 v .1-E4 ENO t _Saar 4— taezete 0 c PL4¢r L,-,q1. /.— -,,. S_ 0 E LF,c /U4L. tom. "tt / iyAZIC6 Su�f�YCtlet&S/' e 0 t e _dCt.sel EXt5 F Z t, V, ones o aD.rn is erur /Fat �4 {1 I D <- ` Tr 0 0 C "-or f !7, ,✓ _Wine sees FYto Pe- vtlit //4NOei,aw•.jnco 1 ' -Ss tes q I� /Lt. 3 0P4 ,A. G.CO fneve'tr D K— le / d rr .s- r • K L or E.4s Sre.f. Ai t44'.etc / -LOSveE . 8 K-- DESc_tr—t Pr o i.4 / F ra .CT t es / D - / �f ' P.,. n n � ill? -CAP SrArF.Kt Z_ N/7q N/ A 0 V— i'le c t ' is f en_litt3 n& )/Q .30 R /4! 12entcAT/Q 64 e - reD Dien ist_ettsa Lt4tv S__ G(tsct 49/— FLoc p 1 Pais('IsA.2 C- - 1- / lt /x- p4- „ a� P,c�r�� Dac�a; Pe iv a re & sD w4f attaiSu u aa137 Dec 1 p rio N 01.4.4t4ER_stttPs 0 V-- Ra.aU P «Ns ,st=ep OGE1P 0 at- S_o_AJ R 6qp Mites (N;Ew) -O ior>at Are iji I�'•O$ - - 4c. tat a w i-E Q 6e m .Pars -5IGAi ED Sy FNt;INE6C_ A/n c- ff/ti December 30, 1986 Mr. Robert McCann Spokane County Engineering Department West 1116 Broadway Spokane, WA 99201 Dear Mr. McCann: As you know, the undersigned, by letter dated December 18, 1986, requested return of a bond in the approximate amount of $17,200.00 furnished by Tupper, Inc., regarding the above - referenced plat. By this letter, Tupper, Inc., rescinds its request for return of this bond and asks that you retain the bond in fulfillment of procedures to obtain a final plat approval for the above - referenced plat and that you forward the original of the final plat to the Spokane County Treasurer's Office for the Treasurer's signature. Thank you for your cooperation in this matter. Very truly yours, SRS:j1 cc: Kenneth Tupper Re: Final Plat, Scarano Addition SEAFIRST FINANCIAL CENTER SPOKANE, WASHINGTON 99201 -0695 (509) 838 -6131 TELECOPIER (509) 838 -1416 1 L A W Y E R S NLEY R. SCHULTZ of counsel Joseph J. Rekoike Patrick H. Winston Leo N. Cashatt (1977) C. Matthew Andersen Maris Baltins Robert P. Beschel John C. Black James P. Connelly Michael J. Cronin Hilary S. Davis Leo J. Driscoll F. J. Dullanty, Jr. Robert A. Dunn James A. Fish Paul R. Grable Richard P. Guy Tim M. Higgins Joel C. McCormick, ill Stanley D. Moore Rial R. Moulton Michael F. Niensledl Fred C. Phanz Lyndon 0. Rasmussen Richard W. Relyea Stanley R. Schultz Patrick A. Sullivan Lawrence H. Vance, Jr. Lucinda S. Whaley Robert H. Whaley Mariwether D. Williams Patricia C. Williams RECEIVED DEC 3 0 1986 SPOKANE_ COUNTY ENGINEER RECEIVED DEC 1 j; � 19S U11 S rp 3:oo ? - M- December 18, 1986 Mr. Gary Kennaly, P.E. Spokane County Engineering Department West 1116 Broadway Spokane, WA 99201 Dear Mr. Kennaly: Re: Final Plat, Scarano Addition SRS:jl cc: Mr. Frank Scarano Very truly yours, L A W Y E R S SEAFIRST FINANCIAL CENTER SPOKANE, WASHINGTON 99201 -0695 (509) 838 -6131 TELECOPIER (509) 838 -1416 of counsel Joseph J. Rekotke Patrick H. Winston Lea N. Cashel' (1977) C. Matthew Andersen Maris Baains Robert P. Beschel John C. Black James P. Connelly Michael J. Cronin Hilary S. Davis Leo J. Driscoll F. J. Dullanty, Jr. Robert A. Dunn James A. Fish Paul R. Grable Richard P. Guy Tim M. Higgins Joel C. McCormick. 111 Stanley D. Moore Rial R. Moulton Michael F. Nienstedt Fred C. Pflanz Lynden 0. Rasmussen Richard W. Relyea Stanley R. Schultz Patrick A. Sullivan Lawrence H. Vance, Jr. Lucinda S. Whaley Robert H. Whaley Meriwether D. Williams Patricia C. Williams The undersigned represents Tupper, Inc. Tupper, Inc. furnished a bond in the approximate amount of $17,200.00 issued by International Fidelity Bonding, Bond No. CP6331, pursuant to procedures to obtain final plat approval for the above - referenced plat. By this letter, Tupper, Inc. requests return of the above - referenced bond to it by delivery to the undersigned. With this letter, is the only original of the final plat. As you can see, the final plat has not been recorded and requires an additional signature prior to recording. Thank your for your cooperation in this matter. ANL R. SCHULTZ , pig A,..v ..V,:a,..t d d P iw.a,�n,o•7- -tka A l r `t b . hit co444 w-aQ a T.. JAy, & Transamerica Title Insurance Services Simpson Engineers N. 909 Argonne Rd Spokane, Wa Attn: Chuck VESTED IN : PLAT CERTIFICATE Transamerica Title Insurance Compak North 720 Argonne Road Spokane, Washington 99206 (509) 922 -2222 RECEIVED IS22. OCT 2 4 1986 SPOKANZ COUNT; ENGINEER Order No. ME- 133394M Plat Certificate for Scarano Addition In the matter of the plat to be submitted to Spokane County for approval, this company has esamined the records of the - Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county, and from such examination hereby certifies the title to the following described land, in said Spokane County, to -wit: That portion of theNorthwest quarter of Section 21, Township 25 North, Range 44 E.W.M., in Spokane County, State of Washington described as follows: Tract 195 of OPPORTUNITY, as per plat thereof recorded in Volume "K" of Plats, page 20; situate in the County of Spokane, State of Washington, EXCEPT the North 495 feet thereof; Including that portion of Block 1 of OLD ORCHARD SUBDIVISION, as per plat thereof recorded in Volume 3 of Plats, page 11; situate in Spokane County, State of Washington. EXCEPT that portion conveyed to Spokane County for 6th Avenue by Deed recorded under Auditor's No. 289991. FRANK SCARANO, JR. and MAY ELLA SCARANO, husband and wife; also shown of record as FRANK SCARANO and MAY ELLA SCARANO, his wife as to the East 80.40 feet of Tract 195 in Opportunity, and DISHMAN TRAILER MART, INC., as to the remainder EXCEPTIONS: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is 1.32%. 2. General taxes as follows, together with interest and penalty, if any, after delinquency: - continued- Tax Account No. Year Annual Billing Amount Paid Balance Due 21542 -1103 1985 $485.10 1986 $807.42 -0- $807.42 Affects the West half of tract 195 Oppty. 21542 -1107 1986 $145.25 -0- $145.25 Affects the East half of the East half of the East half of tract 195 except the north 322 feet. 21542 -1301 1986 $128.76 -0- $128.76 Affects lot 1 block 1 Old Orchard Subd. 21542 -1302 1986 $128.76 -0- $128.76 Affects lot 2 block 1 Old Orchard Subd. 21542 -1303 1986 $130.14 -0- $130.14 Affects lot 3 block 1 Old Orchard Subd. NOTE: 1986 assessed valuation: Land $27,400.00 Improvements $31,300.00 $10,500.00 $ 9,300.00 $ 9,300.00 $ 9,400.00 3. Assessment for Road Improvement District No. 380 in the amount of $4,221.20 plus interest at 9.8 %. There is one delinquent installment which was due on March 28, 19£ in the amount of $527.65 plus interest. Parcel no. 21542 -1103 4. Assessment for Road Improvement District No.380 in the amount of $952.32 plus interest at 9.8 %. There is one delinquent installment which was due on March 28, 1986 in the amount of $119.04, plus interest. Parcel no. 21542 -1107 5. Assessment for Road Improvement District No. 380 in the amount of $1,090.40 plus interest at 9.8%. There is one delinquent installment which was due on March 28, 1986 in the amount of $136.30 plus interest. Parcel no. 21542 -1301. 6. Assessment for Road Improvement District No. 380 in the amount of $1,104.16 plus interest at 9.8 %. There is one delinquent installment which was due on March 28, 1986 in the amount of $138.02 plus interest. Parce no. 21542 -1302. 7. Assessment for Road IMPROVEMENT District No. 380 in the amount of $1,161.60 plus interest at 9.8 %. There is one delinquent installment which was due on March 28, 1986 in the amount of $145.20 plus interest. Parcel no. 21542 -1303. 8. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Modern Electric Water Company, a corporation And: D.K. McDonald and others Regarding: Providing for construction of ditches, flumes, water pipes, etc.; erecting poles and electric distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.; and providing for lien for unpaid charges for such service Dated: November 4, 1905 Recorded: November 6, 1905, Book "E" of Contracts, pg 267 Recording No.: 131084 ULUCL 1VV-- Cle. Page 2 Certificate to plat 10. DEED OF TRUST AND Grantor: Trustee: Beneficiary: Amount: Dated: Recorded: Recording No.: Affects: 11. DEED OF TRUST AND THE Grantor: Trustee: Beneficiary: Amount: Dated: Recorded: Recording No.: Affects: Records examined to October 16, 1986 at 8:00 A.M. cc: Spokane County Planning Dept Spokane County Engineers Dept. Star Broker/ Tupper Realty Order No. ME- 133394 Page 3 Certificate to plat 9. Restrictions imposed and easements reserved by the Dedication of the Plat of Old Orchard Subdivision, and by amendment recorded under Document No.240866B, a copy of which is attached. THE TERMS AND CONDITIONS THEREOF: Frank Scarano, Jr. and May Ella Scarano, husband and wife TICOR Title Insurance Company Farmers & Merchants Bank of Rockford $120,000.00 September 26, 1985 October 8, 1985 8510080113 The West half of Tract 195, Opportunity and other property. TERMS AND CONDITIONS THEREOF: Frank Scarano, Jr. and May Ella Scarano, husband and wife TICOR Title Insurance Company Farmers & Merchants Bank of Rockford $100,000.00 January 24, 1986 February 12, 1986 8602120192 This and othere property TRANSAMERICA TITLE INSURANCE COMPANY BY :=(C7i 1 : Micki Erwin Title Officer Restrictions referred to in the Policy No. of the Transamerica Title Insurance Company which are imposed by the Dedication of the Plat of OLD ORCHARD SUBDIVISION, filed for record February 23, 1954 as Document No. 223697B and recorded in Volume 3 of Plats, page 11, as amended by Amendment to Dedi- cation dated April 9, 1954, filed for record May 19, 1954 as Document No. 24086613 and recorded in Book 49 of Miscellaneous, page 571, in connection with all of said addition, are as follows: (a) As a condition of acceptance of this plat by the Spokane County Planning Commission, no lot in this subdivision shall be sold until such lot is furnished a domestic water supply. (b) All lots in this subdivision shall be classified and known as residential lots. (c) in this (d) Not more than one structure shall be erected upon any lot, except that one detached garage shall be permitted. (e) Only single- family dwellings shall be permitted in this sub - division. (See exception below.) (f) No residential structure shall be erected having less than 850 square feet of floor space upon the ground floor, exclusive of carports, breezeways, patios, porches or other areas not designed for indoor living quarters. (g) No residential structure shall he erected nearer than 30 feet to the front property line of any lot, nor any detached garage nearer than 55 feet, nor shall any residence be nearer a side property line than 10.,feet, and all other construction shall conform in all respects to the building regulations of Spokane County. (h) Any structure erected shall be complete as to external appearance, including finished painting, and shall be connected to public sewer or septic tank within six months from date of commencement of construction. (i) No basement, garage, trailer, or other temporary structure, fixed, mobile or portable, may be occupied or used as living quarters at any time (J) OLD ORCHARD None but new structures shall be erected upon any lot sub- division. No advertising sign, billboard, poster or public notice (Continued) P"'ge 2 OLD ORCHARD may be erected or displayed on any lot or roadside adjacent thereto, excepting such sign or signs of modest and reasonable size, used only to offer for sale real estate lying within this plat. (k) If any lot or lots in this subdivision be further sub- divided, rearranged, or portion or portions thereof incorporated with any other lot or lots or portion or portions thereof, such subdivision or rearrangement shall not result in any parcel of land of less than 8,800 square feet in area, and not less than 70 feet of frontage on a road, remaining after such rearrangement, nor shall any such rearrangement be permitted that will leave any structure or structures on adjoining parcel or parcels with less front, side or rear clearance than that outlined above. (1) No business, industry, or commerce shall be permitted within this subdivision, (m) As a condition of acceptance of this plat, no structure shall be erected upon Lot 2 in Block 5 until such time that the owner or owners shall have acquired such additional and adjoining land to permit construction of a structure that will comply with the clearances outlined above and provisions of the Spokane County Planning Commission, Such structure may be used as a community club or civic center, (n) The covenants above relating to size and location of structures on any lot, shall not be invoked against any structure in this subdivision completed prior to Che date of execution of this instrument, (o) Lots 1, 2 and 3 Block 3 and Lots 6,7, 26, 27 and 28 Block 2 are subject to right of way for irrigation pipe line. (p) These covenants are to run with the land and shall be binding on all parties and persons claiming under them until January 1, 1979, and are automatically extended for successive ten ,_year periods thereafter, unless by a vote of the majority of the ''then resident owners of the Lots it is agreed to change the coven- ants in whole or in part. (q) If the parties hereto, or any of them, or their heirs or assigns, shall violate any of the covenants herein, any other person or persons owning real property situated in this subdivision' Phil ';ij u 3 OLD ORCHARD may prosecute any proceedings at law or in equity against the person or persons violating or attempting to violate any such covenant to restrain or prevent hint or them from doing so, to recover damages or other dues for such violation or both. (r) . None of the Covenants mentioned above shall apply to Block 3 of this plat. r 4 44 44 ,v. C:1 Nj .Y0 C1 C \s, / 11 /5 3. 5l G:r _ SOREN SU DIV. 1RANSAMERICA TITLE INSURANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA. 99204 ,14 SS'• •—• • fin pint is made sthely:lof the purpose of misting In locating said premises and tha company assumes rci liabilMyolyarnniogsji: any. In dimension and In emligkeScerfaini;r1 hir actual sinvey. • 2 -/. /-- F 0 C./ RTH 5 /0 3 AvE 4 A veNue OL 0 cF IA RD 17 APPLE GRO (3/ c.5.7) 73 2 Li JO. C- APPLE G Rove n ?: :C. 5 4 1 13 19 6 2 e 83.66 83.65 78.94 9 3947 39.84 O I INCLUDED IN DEDICATION ion 440•05 *Ds 10 83.65 TRACT 197 IN B 0 21 AVE. L ri 22 7 T H o•so�DS' 278 ci 78.97 TRACT 195 7\ 6 4fr 7972 K 4 0 C K • 12 0 5 B L II 3 13 1365 _ er—arrsr__ 3 E N 89 I CiE C 3 ' kv 30610 "SD g" Dote. O � 100 n iZ La 23.4 iA N 89'22'40 ( 10000 l 1RANSAMERICA TITLE INSURANCE COMPANY NORTH 720 ARGONNE ROAD - SPOKANE, WA 99206 • H \ 7.6261 1/4 Yids pint is made solely. for ttie pdipse d aSsisdnq E3 M locating said premises and the company assumes I liabilityllor'varlpyogs it any; In dimensions and location ascertained by actual survey. A• • w /2 DATA FOR BOTH CURVES RACT 198 AV E n \ I 5 9. I 4 320 SS. 3 . ,f'�\ 44.15 358( . 1 ° e \ n • N 25 26 79.73 150.00 R R R < 70 964.61 • 100 T D•57.30 0.115.92 A.17. 4110" 8.274 32 D. 20.69• T, 4268 084. 6 ` 27 \'i 126.63 W 00 1 b N WI /2 E1 /2 WI /2 E1/2 E1,2Et2 E1/2EV2 S89'28'20 W 241.17 39 80.39 80.39 BLOCK 1 l 8 0 28 29 AV E 90 v \ 90 3 r 2 Vol 8 L 3C K \ \ 90 90 193.34 k i In ado- TRACT 198 340 NORTH LINE OF N141/4 SW LC N 89'22'0"E 203.42 173.78 100 0 �r N89'22 0E ( ( 30.00 \ 40 '20 W I C. 7TH , 2C 8 1/16 COM. MW V4 LEGEND 1 PLATTED PROPERTY -- ORIGINAL TRACT 800 �_� PLAT BOUNDARIES TO: GAR N1 5 r)A), IrnoA17 FAIC,/A)F7E2iA SUBJECT: se Ai2An)n A» cry oA1 DATE: / D /34)/A C A TT AT I-f F-�l") 1 5 A Cr-?p y nF 7fVF ABO ?L4-r T-73(Z Rcviaw , \9a OCI 3 to o. -- / CLANENCE E. SIMPSON ENGINEERS, CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Signe TYPE A CUR8 CALC Name G. NELSON Date 11-11-86 Project SCARANO ADDITION PE: 1522 PIERCE Width from centerline to curb 18 Pave' Edge El. Dist CL - edge Min. elev. 4.5%Max. elev. 2% 105.55 9 105.645 '105.87 104"37 8.8 104"456 104.686 102.21 9 102.305 102.53 99,61 9 99"705 99.93 97.81 9 97.905 98.13 TYPE A CURB CALC Name NELSON Date 11-11-86 Project SCARANO ADDITION FE.1522 SIXTH AVE Width from centerline to curb 16 Pave. Edge El, Dist CL - edge Min" elev. 4"5%Max. elev. 2% 4.69 4.59 4"39 4.23 4.17 4.37 4.58 4.91 5.03 5.05 5.4 5.48 5.68 5"95 5.88 14.9 15.1 14.7 14.9 15 14.8 15"2 15 15 14"7 14 14 14.2' 14 14.4 5.1405 5.0495 4.8315 4"6803 4"625 4"816 5.044 5.365 5°4R5 5.4915 5.81 5^89 6.099 6.36 6.308 5.168 5.072 4.864 4^708 . 4"65. 4.846 5.064 5.39 5.51 5.524 5.86 5^94 6.144 6"41 6.348 i i�idiiadiiicaluo 1— THI.4e Insurance Service( Simpson Engineers N. 909 Argonne Rd Spokane, Wa Attn: Chuck VESTED IN : PLAT CERTIFICATE Title Insurance Comp North 720 Argonne Ro. , Spokane, Washington 99206 (509) 922 -2222 Order No. ME- 133394M Plat Certificate for Scarano Addition In the matter of the plat to be submitted to Spokane County for approval, this company has esamined the records of the Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county, and from such examination hereby certifies the title to the following described land, in said Spokane County, to -wit: That portion of theNorthwest quarter of Section 21, Township 25 North, Range 44 E.W.M., in Spokane County, State of Washington described as follows: - Tract 195 of OPPORTUNITY, as per plat thereof recorded in Volume "K" of Plats, page 20; situate in the County of Spokane, State of Washington, EXCEPT the North 495 feet thereof; Including that portion of Block 1 of OLD ORCHARD SUBDIVISION, as per plat thereof recorded in Volume 3 of Plats, page 11; situate in Spokane County, State of Washington. EXCEPT that portion conveyed to Spokane County for 6th Avenue by Deed recorded under Auditor's No. 289991. FRANK SCARANO, JR. and MAY ELLA SCARANO, husband and wife; also . shown of record as FRANK SCARANO and MAY ELLA SCARANO, his wife as to the East 80.40 feet of Tract 195 in Opportunity, and DISHMAN TRAILER MART, INC., as to the remainder EXCEPTIONS: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is 1.32 %. 2. General taxes as follows, together with interest and penalty, if any, after. delinquency: - continued- {iV7'� r t/ 0 t 2 3/8G J Tax Account No. Year Annual Billing Amount Paid Balance Due 21542 -1103 $485.10 - 0- $807.42 Affects the West 21542 -1107 Affects the East except the north 21542 -1301 Affects lot 21542 -1302 Affects lot 21542 -1303 Affects lot NOTE: 8. AGREEMENT AND THE Between: And: Regarding: Dated: Recorded: Recording No.: 1985 1986 $807.42 half of tract 195 1986 $145.25 half of the East 322 feet. 1986 $128.76 1 block 1 Old Orchard 1986 $128.76 2 block 1 Old Orchard 1986 $130.14 3 block 1 Old Orchard - COntin±iad- Oppty. -0- $145.25 half of the East half of tract 195 Subd. Subd. Subd. Page 2( Certif ceto plat - 0- - 0- -0- $128.76 $128.76 $130.14 1986 assessed valuation: Land $27,400.00 Improvements $31,300.00 $10,500.00 $. 9,300.00 $ 9,300.00 $ 9,400.00 3. Assessment for Road Improvement District No. 380 in the amount of $4,221.20 plus interest at 9.87. There is one delinquent installment which was due on March 28, 1986 in the amount of $527.65 plus interest. Parcel no. 21542 -1103 4. Assessment for Road Improvement District No.380 in the amount of $952.32 plus interest at 9.8Z. There is one delinquent installment which was due on March 28, 1986 in the amount of $119.04, plus interest. Parcel no. 21542 -1107 5. Assessment for Road Improvement District No. 380 in the amount of $1,090.40 plus interest at 9.87. There is one delinquent installment which was 'due on March 28, 1986 in the amount of $136.30 plus interest. Parcel no. 21542 -1301. 6. Assessment for Road Improvement District No. 380 in the amount of $1,104.16 plus interest at 9.87. There is one delinquent installment which was due on March 28, 1986 in the amount of $138.02 plus interest. Parce no. 21542 -1302. 7. Assessment for Road IMPROVEMENT District No. 380 in the amount of $1,161.60 plus interest at 9.8%. There is one delinquent installment which was due on March 28, 1986 in the amount of $145.20 plus interest. Parcel no.- `21542 -1303. TERMS AND CONDITIONS THEREOF: Modern Electric Water Company, a.corporation D.K. McDonald and others Providing for construction of ditches, flumes, water pipes, etc.; erecting poles and electliic distribution lines, with right of ingressatd egress to maintain said pipes, lines, etc.;j and providing for lien for unpaid charges for such service November 4, 1905 November 6, 1905, -Book "E" of Contracts, pg'12267 131084 cc: Spokane County Planning Dept Spokane County Engineers Dept. Star Broker/ Tupper Realty Order No. ME- 133394 Page 3 Certificate to plat 9. Restrictions imposed and easements reserved by the Dedication of the Plat of Old Orchard Subdivision, and by amendment recorded under Document No.240866B, a copy of which is attached. 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Frank Scarano, Jr. and May Ella Scarano, husband and wife Trustee: TICOR Title Insurance Company Beneficiary: Farmers & Merchants Bank of Rockford Amount: $120,000.00 Dated: September 26, 1985 Recorded: October 8, 1985 Recording No.: 8510080113 Affects: The West half of Tract 195, Opportunity and other property. 11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Frank Scarano, Jr. and May Ella Scarano, husband and wife Trustee: TICOR Title Insurance Company Beneficiary: Farmers & Merchants Bank of Rockford Amount: $100,000.00 Dated: January 24, 1986 Recorded: February 12', 1986. Recording No.: 8602120192 Affects: This and othere property Records examined to October 16, 1986 at 8:00 A.M. BY: 4' ' n , C Micki Erwin Title Officer TRANSAMERICA TITLE INSURANCE COMPANY in (c) this (j) C JLD ORCHARD Restrictions referred to in the Policy No of the Transamerica Title insurance Company which are imposed by the Dedication of the.Plat of OLD ORCHARD SUBDIVISION, filed for record February 23, 1954 as Document: No. 2236978 and recorded in Volume 3 of Plats, page 11, as amended by Amendment to Dedi- cation dated April 9, 195.4, filed for record May 19, 1954 as Document No. 24086613 and recorded in Book 49 of Miscellaneous, page 571, in connection with all of said addition, are as follows: (a) As a condition of acceptance of this plat by the Spokane County Planning Commission, no lot in this subdivision shall be sold until such lot is furnished a domestic water supply. (b) All lots in this subdivision shall be classified and known as residential lots, None but new structures shall be erected upon any lot sub - division. (d) Not more than one structure shall be erected upon any lot, except that one detached garage shall be permitted, (e) Only single- family dwellings shall be permitted in this sub- division. (See exception below,) (f) No residential structure shall be erected having less than 850 square feet of floor space upon the ground floor, exclusive of carports, breezeways, patios, porches or other areas not designed for indoor living quarters. (g) No residential structure shall be erected nearer than 30 feet to the front property line of any lot, nor any detached garage nearer than 55 feet, nor shall any residence be nearer a side property line than 10 feet, and all other construction shall conform in all respects to the building'regulations of Spokane County. (h) Any structure erected snail be complete as - to external appearance, including finished painting, and shall be connected to public sever or septic tank within six months from date of commencement of construction: (i) No basement, garage, trailer, or other temporary structure, fixed, mobile or portable, may be occupied or used as living quarters at any time. No advertising sign, billboard, poster or public notice (Continued)- P,M;e 2 C OLD ORCHARD may be erected or displayed on any lot or roadside adjacent thereto, excepting such sign or signs of modest and reasonable size, used only to offer for sale real estate lying within this plat, (k) If any lot or lots in this subdivision be further sub- divided, rearranged, or portion or portions thereof incorporated with any other lot or lots or portion or portions thereof, such subdivision or rearrangement shall not result in any parcel of land of less than 8,800 square feet in area, and not less than 70 feet of frontage on a road, remaining after such rearrangement, nor shall any such rearrangement be permitted that will leave any structure or structures on adjoining parcel or parcels with less front, side or rear clearance than that outlined above, (1) No business, industry, or commerce shall be permitted within this subdivision, (m) As a condition of acceptance of this plat, no structure shall be erected upon Lot 2 in Block 5 until such time that the owner or owners shall have acquired such additional and adjoining land to permit construction of 'a structure that will comply with the clearances outlined above and provisions of the Spokane County Planning Connission, Such structure may be used as a community club or civic center, (n) The covenants above relating to size and location of structures on any lot, shall not be invoked against any structure in this subdivision completed prior to the date of execution of this instrument, (o) Lots 1, 2 and 3 Block 3 and. Lots 6,7, 26, 27 and 28 Block 2 are subject to right of way for irrigation pipe line. (p) These covenants are to run with the land and shall be binding on all parties and persons claiming under them until January 1, 1979, and are automatically extended for successive ten year periods thereafter, unless by a vote of the majority of the then resident owners of the Lots it is agreed to change the coven- ants in whole or in part, • (q) If the parties hereto, or any of them, or their heirs or assigns, shall violate any of the covenants herein, any other person or persons.ownin`, real property situated in this subdivision' Page 3 OLD ORCHARll may prosecute any proceedings at law or in equity against the person or persons violating or attempting to violate any such covenant to restrain or prevent him or them from doing so, to .recover damages or other dues for such violation or both. (r) None of the Covenants mentioned above shall apply to Block 3 of this plat. m I ,;t iL / co/ ,c 1 r 2C3 :24 X F O UR TN 1RANSAMERICA I INSUkANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA, 99206 N r. This print is than so,Iy for the purpose of atsutirV In baiting said premises arm the company assumes tq Iiabilityjbr ver4Yugs, any. In dimensions and Incflln a c,, ra,p/I by at loaf 91nreY, / 7y APPLE .GROVE i.s' 5/ P APPLE G ROVE 1 53.66 6 83.65 5 • • 3 east 2 53 65 \ b 105 \ o I m • 125 e \ 16 e 2• ry 10 6 3.65 J CZ CCU m 2•t U • ry 0 •1'KI n gl v � 1206- S \5 • 81. — . S 89 TRACT196 6 T H -- TRACT 1 97 ' RACT 198 AV 76.94 7911 5 - e-4 ▪ 44.1'35& INCLUOLD 1N DEDiCAT,0N MR ROADS 11 13 19 TRACT 197 100 3 2 0 2 21 - 7TH AVE. 27(l 70 308. N 89'23 1 CE As ZYM . 40• 3— ; i 'lw oi oo 305.70 R • wo 1•2.61 P X G y ' R 00 = o-liid ar2 N 0E � N too 00 f 1RANSAMERICA TIRE INSURANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA. 99206 N 0'50'05• 76.97 This pint is Rude solely, tor the puipose M ahisting In locating said premises and the company assume* f0 nbllity' 1 o(rar�YOps,'if any in dimensions and Ines Iioi escerla:ner by ar tual survey. • TRACT 195 79.73 V4 Es W I/ OWN. FOR BOTH CURaS 150.00 A R R r� 126.63 r- \ '° ✓ \ 6 \ • ` - ACT I%8 _ 7.0 _ -'� - s - 10). .i'20' NORTH LINE OF NW 1/4 SW LM .100 N 89'22'40�E n 1 T • 203.42 Q o 0. 57.W • ! t•Ils.92 022 25 25 a• 17•.(10 R.274 32 0- 20 19' W 7..766 O U 1466 00 . 964.61 ` 27 "b 28 AVE. 4 11 0 v • Q 0 90 123 $ 5 '7SA 50.40 0.15 241.16 0 W1/2 E1/2 WI/2 11.2E1'2 S 89'28 u 39 8u 39 80 39 29 1 ✓ i N 0 • 0 w r7 3." 11/2 11/211/2 31 100 90 4 \ 90 3 2 \ w N_ � 8 L 3 C K\ 3 90 90 191 N89'22'40 E % 340.00 1 0 • • 0 40 '20 W M : L E 1 /16 COW N• 1/4 LEGEND '--- PLATTED PROPERTY ORIGINAL TRACT ROL ___ PLAT BOUNDARIES DATE _1("") 1 9 LS FEDERAL /STATE PROJECT NO. REQUEST FOR DESIGN DEVIATION ROAD NAME Gf - CRP /RID /PLAT /2.C. No. PROJECT TITLE _S - ct,n o _ 7} cl r �t Din PROJECT LIMITS pi p r [ e_ R 0 coal - t0 Gin Zo_P Ill *he_ ca. t EXISTING CONDITIONS: ROAD WIDTH `3 4 2 - '3 ROAD SURFACE -3 - 3 S AVG. DAILY TRAFFIC Current PROPOSED IMPROVEMENT: 3C, ° Design Year PROJECT DESCRIPTION N nr-4L c Ae of CPS A, r, ._ £ * ate a2Q cc' t - _ ' — kP _ 1v e DESCRIPTION OF STANDARD INVOLVED <� " T o c. i.h Auc_n,.c • PROPOSED DESIGN �{ . DEVIATION "T c a r o n t( n rn n „ e- 4 - I - , UT', 1st,: t1. \ , o lC l <. l In A r»6 (c UG t d 11 r. 1 C 1 n S' +c I I M:UP_ cc/ r v e, .._d ruY•-� t. re- 8 , I krr r�,,.,�(1 Was C :t s'Iruc. *'re Sul7 n T r t p eneats Cro r {y" ( \ • JUSTIFICATION S 34 v-nn.cl is psdic � S. (�14'� S=�//'/'SI._e - ^__ � - '3S The r �-- n ci ut So.Cf(or. ff-- r nr,J., !.d T`°_ r., / l aT{t co Thp (rt•I /+Yrl rerne." 4 yr _� ✓P�t✓ c= -{.,.r ±L c n in _n f2__ S � G� r] t•.... -�a an �ra n ._ � � � - T it-e- The- 2 x + ( c '�, nn Lr mi r� 1 d ,.JaI i (r a /pne ±CC,e_ p rT / •:a-./ aor I.no •:o 4ryc d2 <,� 1c � 1 ( , � / •r.�r.n 1 o F. f' 1uGnuC ,,t/04-- 4 S P fa -f hrsc , po c_* nr Ik: d rn 4_1 ..c c a s 6 _23(JeJtve ` ss dcue_Iapec/ 4•. ci • 1 hti f In"F'S' t.'� �'I,.0 l l dtn.n 'f'o l•. hor�'r1 r „cm 1 rc i _to 'C kc 24C( }}1 ..a dh : ,r r.li .... L(_ t,c. 4ro,_., �'f�c rof cI Jct rOc. - JP- 5� "4u.t 11•14.1 r 70A rr � / ortdlwo FV -Jen 1f�s r htt5C- n• Addis,,- 4 S In 44n vtnr Sort n' c- �i / 'FI' +o be_ r J n' m On -+kt_ `` S A Sl i''t r e la r rl'TVrs ,• / n n- r T r RECEIVED OCT 10 1986 County Engineerlez Submitted By bo,, 0 I r rH rna IAA Pr <'n -, cc, Iola 414e ei delta l{ rro.In asp o.,. I a n I ln••, J Q ✓c in i t. _a so ,,f ( I cL 11'l• al ep 1aauT2u XIno ,01 10N „e aaau uo 4 - 0 / � •2 620 S', I Lao / panoiddy 10N panoaddy 04 9e4.4 'rd Oaz3O/sro7 as• cnn qss Ani,ver7 s"wX 3 T... 9 eve 3, v,ve /ova -V Anna S/ .z29749_ saw> Jnotain roily 1fat ( v f l 7 •-wie S) 1-13"0.1C7 ftv /JS/ fg 4/a7JV' L ro ' afez /vl —,-orC 8 or v' too °u. woua 316 wa r' na'a cu anp Va-t -4 crib sari /rl$i✓ 1147/a 1 p31b 91 -0 T'>5 (fan' .' -,vzd 2/al ,, CqW .?S of/ 0 9? C- SI'n V Q 7f)07 77/15 1/ Sc/vlfl.9d (' aP907 23cQ'2/d net 5/ ?raw - Y R ÷-r-rf- `N �/ •7S j T caau 3 q o13]T'11. u sy�z'7�fJ Oz> a3eQ .laauJRu3 uol 7rv1S ))( �1 p OAoiddy panoaddy ION panoaddy pano)ddy ION pano.ddy ii a 7 g err = _av . 0Y 'c,vrxr xs H-_7 \-- .. ,_,— pano3ddy 30N panoaddy S NO1.LvaN WWnD;4 N d Y.L S TO: C7ctr� Nel Sov, PC 5 p0 Ka.. v. Cov'e'y En cj t no_r_r5 SUBJECT: S } ' r L.•_ P l I _ } Drr.,nc +`'a lrekrc..,n Ad .4- DATE: (o ' 30 /de / I 1 ::\+ - k r: %A-. A -Cr• .r r Cal >n. .1 is Cc C o rl n ? S47 -c.4:11 pn • �4 I F_ jn •••• g P10 fie_ 42_ ,- 4 ., d r� rA I n, r. n r a . 4 1 c> . fa +/h., c 'CI e' t, 411. s c ., n4 8 to"1's tr, 5 an reknn Add.,4 • P A re . r: A , .,.11 c Icy- ..r lr sc.nn 1F' +6 rar 11 near L. Z $ 3 . Sine c 1- Slo ? c 1r Swe. , c I v_ss + tie; ,. I % 'H,is • :e..,a le I.v> 1 I r.n<.MA cu'r *k 'a° a rr . rv_ht - t rte \ / :,'i ar-q[L E, - nr PL I.cL `lc \S c t r c r 4 t1 to..., 0 C (x.33 =CS w 6e CnnTe+>nc_ whr.. - � - 1 1 e pI i s ric, >o to a cl ,.." +I, Sib Auei,.,o . RECENED 'OCT 3 1 3 @J6 County Englnoone CLAI-sENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Signed DATE = 10/30/86 PROJECT NAME = SCARANO ADDITION DESCRIPTION = DRAINAGE SUBAREA 1 = .23 ACRES SUBAREA 2 = .26 ACRES TOTAL AREA = .49 ACRES OVERLAND FLOW VALUES Ct = .15 L = 20 N = .4 . S. = .01 CHANNEL FLOW VALUES L = 418 71 = 10 Z2 = 10 N = .016 B = 0 S = .003 TD = .23 COMPUTED 'VALUES DUR = 7.89 I10 = 2.54 010 = .63 QA = .63 !�1 RATIONAL FORMULA HYDROLOGY DESIGNER = C SIMPSON BASIN A SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 ' COMPOSITE RUNOFF COEFFICIENT = .502040816327 DATE = 10/30/66 PROJECT NAME = SCAF:ANO ADDITION DESCRIPTION = DRAINAGE BOWSTRING CALCULATIONS DESIGNER = C SIMPE.ON BASIN A t t Intensity Odev. Vin Vou.t. Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 700 3.18 :78 314 90 224 7.5 * 474 2.54 .63 397 142 255 10.0 600 2.24 . 55 419 180 2 39 15.0 900 1.77 .44 462 270 192 20.0 1200 1.45 .36 485 360 125 25.0 1500 1.21 ..30 494 450 44 30.0 1800 1.04 .26 502 540 -38 35.0 2100 .51 506 630 -124 40.0 2400 .82 .20 517 720 -203 45.0 2700 .74 .18 521 810 -289 50.0 3006 .68 .17 • 529 900 -371 55.0 3700 .64 .16 545 990 -445 60.0 3600' .61 .15 564 1080 -516 65.0 3900 .60 .15 594 1170 -576 70.0 4200 .58 .14 622 1260 -638 75.0 4500 .56 - .14 636 1350 -714 80.0 4800 . 53 .13 647 1440 -793 85.0 5100 .13 667 1530 -863 90.0 5400 .50 .12 684 1620 -936 95.0 5700 .49 .12 706 1710 -1004 100.0 6000 .46 .12 727 1800 -1073. THE MAXIMUM STORAGE IS 254.990082548 CU. FT. *: The time of concentration is 7.894053 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC DATE = 10/30/86 DESCRIPTION = SCARNO ADD SUBAREA 1 = .103 ACRES SUBAREA 2 = .092 ACRES TOTAL AREA = .195 ACRES COMPOSITE RUNOFF COEFFICIENT = .546153846154 OVERLAND FLOW VALUES Ct = .15 L = 20 N = .4 S = .1 CHANNEL FLOW VALUES L = 250 Z1 = 10 Z2 = 10 N = .03 B = 0 S = ..019 TD = .16 COMPUTED VALUES DUR = 5.00 I10 = 3.07 010 = QA = RATIONAL FORMULA HYDROLOGY DESIGNER = C SIMPSON BASIN B SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 BOWSTRING CALCULATIONS � DATE = l0/30/86 DESIGNER = C SIMPSON BASIN B PROJECT NAME = SCARANO ADDITION DESCRIPTION = DRAINAGE t • t IntenSity Qdev. Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5 300 3.18 . .34 136 90 46 5.4 * 323 3.09 "33 142 97 46 10.0 600 2,24 .24 169 180 - .11 15.0 900 1.77 .19 190 270 -80 20.0 1200 1.45 .15 202 360 -158: 25.0 1500 1"21 .13 207 450 -243 30.0 1800 1.04 .11 212 540 -328 35.0 2100 .91 .10 214 630 • -416 .40'0 2400 .82 ^09 219 720 -501 45.0 2700 .74 .08 221 810 -589 50.0 3000 ^68 . .07 Z25 900 -675 55.0 3300 .64 .07 232 990 -758 . 60.0 36()0 .61 .06 241 1080 -839 65.0 39()0 .60 .06 254 1170 -916 70.0 4200 .58 .06 266 1260 -994 75.0 4500 .56 .06 . 272 1350 -1078 80.0 4800 . ^53 .06 277 1440 -1163 85.0 5100 ..J..‘ .05 286 1530 -1244 90.0 5400 ,50 .05 293 1620 -1327 95.0 5700 .49 .05 303 1710 -1407 . 100 6000 .48 ,05 312 1800 -1488 THE MAXIMUM STORAGE IS 46.14534 CU. FT. * The time of concentration is 5.380047 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC Use to document all meetings with external parties dealing with County position on proposals. MEETING RECORD Date: 9 - 24 — J% File No.: p)j J$ Z Z PNoNE Ctith /ER.SATI onl -Meet-Sgt. With: TCl p p e t REALt t Represented By: KEI`J - rU APs R County Attendees: G ARY NELSoN Specific Topic(s): S C ARAN 0 A D P' Proposals Presented: It E T U p p,E g AS K E .b IF " o2'C e WAS REQuIkED oN - ill is PLAT, AND WH KoAa IAN PRovE W Entry WERE REQUIRED, County Position Stated: r D /SCuSSE0 tN 'NO 1110-4 d °RDL& �! rni m g TuPPtR. con DIT /oN ft a UNDEie ENCT /WEER /Jar tov5ks -r/-I E 46/4P I rk e tot/ E InENTS ON y #1 P /ER CE ,4A/D 04 S - rot- D h“, , T CI iP E rZ 7'H A t 3.11, . tic/ o UtD Be fEcr /oN J *Z t AccEsS sr/ /PM& £ To" /''i/ Conn Was There c 9_0j " ' � RE ad / de E a , BUT WF W 0ULL) Loo 47' ► Appoc -re E x (s -r I Ai 6 STR E LC TS , S f IT roUL-b BS sNcWN - 1'4 QE N FEAS /BLE ottl - ` � 0M E r �OR W A G of .G - r/Le Y IS I y /Al (- sTRE G r am♦ Distribution: 9.0 8 /' `ta )41 RE DEL ETE D i) Project File o . ---1i E / \s r' /N { STR E Et-I 2) Division Head arm is �1 ' LI Li) MELD � tO a 3) Co. Engineer Eva_ U ATE 0 ON A CAS BY 4) Attendees 509/6 Use back or additional sheets for detail of meeting if necessary. C Ase GAMS. 86 1044 NO. BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON PE- 1522 -86 IN THE MATTER OF FILING THE FINAL PLAT OF SCARANO ADDITION LOCATED IN SECTION 21, TOMSHIP 25N, RANGE 44 E.W.M., SPOKANE COUNTY, WASHINGTON BE TT RESOLVED BY THE BOARD OF COUNTY COMMIISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of SCARANO ADDITION that portion of this NW 1/4 of Section 21, Township 25N, Range 44 E.W.M. Spokane County, Washington, described as follows: Tract 195 of Opportunity according to plat recorded in Volume "K" of Plats, page 20, in Spokane County, Washington, EXCEPT the North 495 feet thereof; including that portion of Block 1 of Old Orchard Subdivision, according to plat recorded in Volume 3 of Plats, page 11, lying with the above described parcel; EXCEPT that portion conveyed to Spokane County for 6th Avenue by Deed recorded under Auditor's No. 289991 more precisely described in the plat dedication, on the recommendation of the Spokane County Hearing Examiner Committee, be, and the same hereby 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. PASSED BY THE BOARD THIS 9 DAY OF / elatieit , 1986. R E S O L U T I O N aaer 0 j : SPOKANE COUNTY COURT ROUSE DATE: February 10th , 1989 Thank you. DSA:jp Enclosure $ro "4i:, 1`x PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456 - 2205 SPOKANE. WASHINGTON 99260 TO: County Engineers: Utilities: Health District: Building & Safety FROM: DOUGLAS S. ADAMS. Subdivision Administrator Co ravoirir SUBJECT: Extension of Time PE- 1313 -79 H.A.V. Addition and PE- 1522 -R5 SCARANO ADDITION The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat of PE- 1313 -79 H.A.V. ADDITION AND PE- 1522 -85 SCARANO ADDITION If you have comments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval, please forward comments to us by February 24th, 1989. n File No: P_E— t5,22:5 Name: SCARANO ADDITION EXTENSION OF TIME REQUEST SPOKANE COUNTY PLANNING DEPARTMENT SUBDIVISION ADMINISTRATOR FINDINGS OF FACT Aleut? ED MAR 1 6 1989 foam* 1. That the preliminary plat was approved by the Hearing Examiner Committee on January 23rd, 1986. This subdivision was approved for 32 lots on approximately 9.5 acres for single family dwellings. 2. That no zone change was required or approved with the Subdivision. That the zoning is Agricultural Suburban. 3. That the Comprehensive Plan is designated as Urban and is within the PSSA area. The Comprehensive Plan Landuse Designation remains the same since the original approval. 4. That since the original approval, the applicant has finalized 8 lots within the approved preliminary plat leaving 24 lots to be finalized. 5. That no additional conditions have been recommended by reviewing County Departments including; County Engineer, Utilities Department, Health District and Building and Safety Department. 6. That this is the first request for a time extension. 7. That in considering that only one new condition of approval has been recommended, and that the comprehensive plan remains the same and also considering that a portion of the plat has been finalized a 3 year extension of time shall be granted. 8. That Extension of Time requests for subdivisions are controlled based on RCW 58.17.140 and Chapter III Section G of the Spokane County Subdivision Ordinance. DECISION Based on the foregoing findings, the Subdivision Administrator APPROVES an Extension of Time for 3 years subject to the following condition. Condition of Approval 1. All those conditions of approval as attached with the Findings and Order of January 23rd, 1986 by the Hearing Examiner Committee with the modification that preliminary plat approval shall be extended to February 1st, 1992. Extension of Time Findings PE -1522 Page 2 cc: Vernon Laubach Mike Phillips UL JENSEN Assistant Su dministrator JS:sla • SPOKANE COUNTY COURT MOOSE Eaton & Baily Insurance East 12505 Sprague Suite 101 Spokane, Washington 99216 Gentlemen: Please be advised that Bond Surety Number CP 63631 by International Fidelity Insurance Company, in the amount of $17,200 for the above - mentioned plat in Scarano Addition may be released. If you have any questions, feel free to call our office. Very truly yours, cc: Tupper, Inc. PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 September 25, 1987 RE: PE 1522 - Scarano Addition Ronald C. Hormann, P.E. Spokane County Engineer c )0 1/4-# Jerry Sims Plat Inspector Public Works Building / North Rl1 Jefferson Street / Snokane. Washington 99260 -0170 (5091 456 -3600 TO: 3, i P S 4rA EA/ Grk 512/6 44% 1 Ace toVt / O F F I C E O F C O U N T Y E N G I N E E R Spokane County, Washington Date: FROM: E I v E ( S O N SUBJECT: Standard Drainage Language for the Dedication on 7 -it , 19 S c'ARAkio (4)1. 1. 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 manmade drainage flow over and across the property. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas not 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. 4. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone Ordinance in effect at the time a building permit is issued. 5. An approved lot grading plan exists for Lots _, , _ , & Block _ and Lots _ , _ 6 Block _ Grading must conform to said plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 7. The owner(s) or successor(s) in interest agree to join in any County approved Storm - water 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, con- structing, maintaining, or operation of stormwater control facilities. 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. A statement must appear in the dedicatory language of the plat that ihdividual 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 L with the pproved plan on file in / the County Engineer's Office. /7cctSJ TA L0- '- a $IsL� se fhA / ' be Al s 1..) Ova Tupper,'Inc. INTERNA`T`IONAL FIDELITY INSURANCE CO. � f ROADWAY ILCPROVEMENT BOIL) #CP -63631 KNOW ALL M111 BY THESE PRESENTS, that we, of Spokane, 'Washington, as PRINCIPAL and a corporation organized and existing under the laws of the State of New Jersey and authorized to transact a surety business in the State of Washington, as SURETY, are held and firmly bound unto the Board of County Commissioners of Spokane County, Washington, as OBLIGEE, in the penal sum of Seventeen Thousand Two Hundred Dollars 4 17,200 lawful money of the United States of America, for the payment of which, well and truly to be made, the PRINCIPAL and SURETY bind themselves, their heirs, executors, administrator°, successors and assigns, jointly and severally, firmly by these presents. SIGNED, SEALED AND DATED this 3rdo day of December , 19 8 6 WHEREAS, the'said PRINCIPAL is the developer of a tract of land in Spokane County known as Scarano.Addition and being located in Section 21 Township �5 North, Range 46 E.W.M., in Spokane County Washington and said County has required that a bend be furnished in an amount sufficient to pay the construction coats of installing to the approved grades, curbs, sidewalks, and /or paving of roadways adjacent to said development and such other work as is incidental and necessary thereto all in accordance with County Road Department Specifications and to the satisfaction of the County Engineer; such improvements to be completed in two years or less time unless said time period be extended at the option of the County Engineer. Upon failure of the PRINCIPAL to comply with the requirem nts stated herein within the time authorized, the OBLIGEE shall look to the SURETY for satisfaction to the extent of this BOND. The obligation of this BOND shall be kept in full force and effect until, in the opinior of the OBLIGEE, the requirements herein stated have been satisfied in which event written release will be given by the OBLIGEE, the OBLIGEE having sole right to grant such release and the SURETY hereby waives all rights to release from the obligation except as herein Tupper, Inc. stated. Y g INTERNATIONAL FIDELI Prin i 'hal INSURANCE .COMPANY ,ttorney -i ) DOLLARS, KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a N.J. Corporation, having its principal office in the City of Newark, County of Essex, State of N.J., does hereby make, constitute and appoint K. Ladd K in the City of Spok County of Spokane , st of WASHINGTON with limited authority, its true and lawful Agent and Attorney -in -Fact, with full -power and authority hereby conferred, to sign, execute, acknowledge, and deliver for and on its behalf as Surety, subject to the limitation as herein set forth, any and all papers and documents necessary or incidental to The acknowledgement and execution of any such document by the said Attorney -in -Fact shall be as binding upon this Company as if such bond has been executed and acknowledged by the regularly elected officers of this Company. The signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached,continue to be valid and binding on the Company. All authority hereby conferred shall expire and terminate without notice unless used before midnight of DEC 3 1 1986 INTERNATIONAL FIDELITY INSURANCE COMPANY further certifies that the following is a true and exact copy of a resolution of the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY, duly adopted and now in force, to -wit: All bonds of the shall be executed in the corporate name of the Company by the President or Vice - President, or by such other officers as the Board of Directors may authorize. The President or Vice - President, Secretary, or any Assistant Secretary may appoint Attorneys -in -Fact or agents who shall have authority to issue bonds in the name of the Company. The Corporate Seal is not necessary for the validity of any bonds of the Corporation. IN WITNESS WHEREOF, the said INTERNATIONAL FIDELITY INSURANCE COMPANY has caused these presents to be executed by its officer this 3rd day of December 19 86 State of NEW JERSEY County of ESSEX On this 3rd. POWER OF ATTORN&Y Cp N° 63631 International Fidelity Insurance Company SS. My Commission expires HOME OFFICE: 24 COMMERCE STREET NEWARK, NEW JERSEY 07102 A NOTARY PUBLIC OF NEW JERSEY My Commission Expires July 23, 1989 TEL. (201) 624 -7200 ., *VALID ONLY FOR LICENSE /PERMIT BOND* *NOT TO EXCEED THE SUM OF* *TWENTY THOUNSAND (20,000.00) INTERNATIONAL FIDELIT�Y'�NSURANCE,COMP ' Y By EXECUTIVE VICE P day of December 19 before me, a Notary Public, personally appeared NORMAN R. KONVIT , who being by me duly sworn, acknowledged that he signed the above Power of Attorney as Exec. Vice - President of the said INTERNATIONAL FIDELITY INSURANCE COMPANY and acknowledged said instrument to be the voluntary act and deed of said corporation. the SPOKANE COUNTY' COURT NOUSE Dear Sir: F :Il'e 4?(41 C. us 11 \1 1 r OFYIOM of COUNTY ENGINEER ROBERT 5. TURNER COUNTY ENGINEER Srons.vr. ,Wisr zvarox 99260 /11n, /9, /98 6 Subdivision Name: Sotr °yo / dV / /5. Z One of the requirements set forth by the Spokane County Planning Commis- sion in connection with the above - titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: $ // °o A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer By /v"'_ C Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 1) 2) 3> 4) Et 0 NB � PI Ph �� PROJ. SCARANO ADD NAME JS DATE . 11/19/86 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA. 1 1150.00 1150.00 2) Drywell - Type,n EA. 1400.00 0.00 3> Grate - Type 1 EA, . 270,00 0.00 4) Grate - Type 2 EA. 290.00 0.00 5) Grate - Type 3 EA. 1 ' 270.00 270.00 6) Back-fill For DW CY 30 8.50 255.00 7) Concrete Inlet EA. 500.00 0.00 8) C.M. pipe 10" dia. LF 12.00 0"00 9) C.M. pipe 12" dia" LF 16.50 0.00 10) C.M. pipe 15" dia. LF 18.00 0.00 11) C.M. pipe 1Bo dia. LF 21.00 0.00 12) Precast Manhole EA. ' 1400.00 0.00 13) Solid Lid EA. 270.00 0.00 14) Ditch Excavation CY 265 7.90 2093"50 15) Sod SF 14333 0.50 7166.50 NON STANDARD DRAINAGE ITEMS DRAINAGE SUBTOTAL. 10935.00 - `'~^--^----------------------------------' 16) Monuments EA. 1 140.00 140.00 17) Barricade LF 20.00 0.00 18) Street Signs EA, 75.00 0.00 GRADING, SURFACING, CURB, & SIDEWALK 19) Rough Grade CY 21) Top Course CY 20) Base Course CY 22) Asphalt Concrete Tons 23) Curb Type A LF 24) Curb Type B • LF 25) Curb Type R LF 26) Sidewalk SO YD NON-STANDARD ROAD ITEMS OTHER SUBTOTAL 85.1 , 42.6 43.6 779.1 7.90 10.60 10.60 37.00 , 4.25 5.20 5.20 13.00 0.00 0"00 0.00 0"O0 0.00 0.00 140.00 672.29 451.56 0"00 '1613"20 3311"18 0.00 0"0O 0.00 0.00 0.00 0"()0 0.90 GRADING AND SURFACING SURFACING 6048.23 GRAND TOTAL '17123.23 ° PROJECT ScAAAN "V . /0/W NAME A, H,CL--CO/\I DATE P—/Q- fi, Item # Drainage items Units Quantity Price Cost 1) Drywell — Type A EA I 2) Drywell — Type B EA 3) Grate — Type 1 EA 4) Grate — Type 2 EA 5) Grate — Type 3 EA 6) Backfill for DW CY 3 Q 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 14) Ditch Excavation 15) Sod Non Standard Drainage Items 4) EA CY SF' BOND EST FORM /13-" Std Bdl Dwl Conc _Dia _Dia _Dia OTHER Page Dwl Dwl BRF Inlet Pipe Pipe Pipe 1) 2) 3) 4) 5) 6) 7) (9.5e 333 rq+5 o —s? 2• 7/b(6 ' 96/4 D)f ( C >, 24X XL : c Ilk 7/644,+a--)t `•3(gc'I, 2<s STREET QUANTITIES PROJECT NO.- PE1522 DESIGNER- JS PROJECT DESCRIPTION- SCARANO ADD DATE- 11/19/86 STREET # 1 NAME- 6TH AVE LENGTH- 666 FT. WIDTH- 3FT" BEGINNING STATION = 333.94 ENDING STATION = 1000.00 ONE SIDE ONLY PWIDTH= 18.00 EWIDTH= 15.00 OWIDTH= 0.00 TERM # 1 : CROSS STREET INCLUDED EW 9"00 PW 18"0o SK 0"00 RAD 20.00 TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY SURFACE AREA- 2237,()2 S.F. ROADWAY EXCAVATION .67 FT. 55.2 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 27.6 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 28.3 TONS CURB EXISTING 0.00 FT. PROPOSED 659.5 FT. STREET # 2 NAME- PIERCE ROAD LENGTH- 158 FT. WIDTH~ 9FT. BEGINNING STATION = 0.00 ENDING STATION = 157.60 ONE SIDE ONLY PWIDTH= 18.00 EWInTH= 9.00 WIDTH= 0.00 TERM # 1 : CROSS STREET EXCLUDED EW 16.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : TAPER TAPER LENGTH = 30.00 ' ITEM SURFACE AREA- 1211"40 S.F. ROADWAY EXCAVATION .67 FT. 29.9 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 15.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y, ASPHALT CONCRETE .17 FT. 15.3 TONS CURB EXISTING ,0.00 FT. PROPOSED 119"6 FT. TOTALS * QUANTITY QUANTITY ROADWAY EXCAVATION 85.1 C.Y. CRUSHED SURFACING TOP COURSE 42.6 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.V. ASPHALT CONCRETE. 43.6 TONS CURB 779.1 FT. Refer To: C- 175265 -V Clarence E. Simpson Engineers N. 909 Argonne Spokane, WA Attn: Chuck Simpson TICOR TITLE INSURANCE COMPANY North 300 Argonne Road Suite 103 Fik Spokane, Washington 99212 MAY 2, 1986 Telephone: (509) 922 -0977 SPOKANE COUNTY ENGINEER REPORT FOR PLAT CERTIFICATE CC: Planning Commission CC: County Engineer CC: C -21 Crane This is a report for plat certificate as of April 22, 1986, covering the following property: Tract 195 of Opportunity, according to plat recorded in Volume "K" of Plats, page 20, in Spokane County, Washington, EXCEPT the North 495 feet thereof; Including that portion of Block 1 of Old Orchard Subdivision, according to plat recorded in Volume 3 of Plats, page 11, lying with the above described parcel; EXCEPT that portion conveyed to Spokane County for 6th Avenue by Deed recorded under Auditor's No. 289991. Record title is vested in: Frank Scarano, Jr., as his separate property, as to that portion lying within the East half of the East half of said Tract 195; and Frank Scarano, Jr., and May Ella Scarano, husband and wife, as to the remainder. SUBJECT TO: Delinquent last half general and weed taxes for 1985, in the sum of $484.60 and $.50, plus interest and fees. (Assessor's Parcel No. 21542 -1103, Code 140). General and weed taxes for 1986, in the following amounts. General Tax Weed Tax Parcel 11 Code # Land Value .Improvements Value $806.42 $1.00 21542 -1103 140 $27,400 $31,300 $144.25 $1.00 21542 -1107 140 $10,500 $127.76 $1.00 21542 -1301 140 $9,300 $127.76 $1.00 21542 -1302 140 %$9,300 $129.14 $1.00 21542 -1303 140 $9,400 (continued) *Plat certificate 0- 175265 -V Page 2 All the aforementioned tax parcels are a portion of the subject property, with other property. 2. Lien of real estate excise sales tax upon any sale of said property, if unpaid. 3. Assessment for Road Improvement District No. 380, remaining unpaid principal ' amounting to (see below), payable 8 annual installments, plus interest. One installment is delinquent. The next installment will be delinquent March 28, 1987, if unpaid. Parcel No. Amount 21542 -1103 $4,221.20 21542 -1107 $952.32 21542 -1301 $1,090.40 21542 -1302 $1,104.16 21542 -1303 $1,161.60 4. Inquiry should be made as to any unpaid charges by Modern Electric Water Company. 5. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $120,000.00 Dated : September 26, 1985 Recorded : October 8, 1985 Auditor's No. : 8510080113 Grantor : Frank Scarano, Jr. and May Ella Scarano, husband and wife Trustee : Ticor Title Insurance Company of California, a corporation Beneficiary : Farmers & Merchants Bank of Rockford Affects : The West half of Block 195, Opportunity and other property Said document recites: "The West half of Block 195, Opportunity is also given as additional collateral for a $300,000.00 line of credit to Dishman Trailer Mart, Inc." 6. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $100,000.00, in accordance with the terms of a promissory note of even date herewith and also to secure payment of the following sums, with interest, in accordance with the terms of promissory notes made by Grantor, as follows: Date of Note Amount September 26, 1985 $120,000.00 January 23, 1986 $300,000.00 June 9, 1983 $ 50,000.00 Dated : January 24, 1986 Recorded : February 12, 1986 Auditor's No. : 8602120192 Grantor : Frank Scarano, Jr., and May Ella Scarano, husband and wife Trustee : Ticor Title Insurance Company of California, a corporation Beneficiary : Farmers & Merchants Bank of Rockford Affects : This and other property 7. For easements, restrictions, and other exceptions, see Schedule "B -1" attached. (continued) -PLAT CERTIFICATE. C- 175265 -V Page 3 NOTES: This report shall have no force or effect except as a basis for the certificate applied for. No charge TICOR TITLE INSURANCE COMPANY Spokane County Office (Valley) 6Y: /C. f 4Juitt /rfl r SCHEDULE "B -1" 1. Rights of Way for Ditches and Pipelines, provided for in Contract dated November 4, 1905, with Modern Electric Water Company, recorded in Volume "E" of Contracts, page 267. 2. Provisions as to easements, set back lines, use and building restrictions contained in Plat and Dedication of Old Orchard Subdivision, recorded February 23, 1954, in Volume 3 of Plats, Page 11 and amendment thereof, recorded in Volume 49 of Miscel- laneous Records, page 571. Affects : That portion lying within Block 1 of Old Orchard Subdivision O ' c ". cc 2 N 3 t pi q . ° 20/.9 � - u � 3 0 g nN ,-7(72.:74 M y, N5_5 ,$) ■0m 1 _2,72. 0) v, � ✓ 7 , '` cc. , 02-fi Q. E f tri ts. 8 N Z . la —._4 Q'h esf >•ea 9 m rsN 52. 6 TH AYE .. .. .. ., 7.7.74" sk in t Tv .. ` 7477 71. b ' /3 72 r/: io 9 K 7 6 S n :4 .. .. r 7.4 44 h•74 79.7:. OLD OR� CHF�RD 20 ti J 22 ` 23 2 25 26 27 yI 7477' •• 27' 70' • $ 2. 489'19 '20-1.1 24/./7 30 �.i 79.73 0 6' 96• 3 2 BG V!S 6S/ P S 31/ 6- 21 • :`' 6 0 /73 / ana A S ffy. /74 The Company has not rurvcyed the preiniacs • The sketch below is furnished without cnarge sc ely'or the purpose of assisting in locating said premises and the Cot ;any assumes no liability for inaccuracies therein. It does not purport to show ALL highways, roads and easements adjoining or affecting said premises. 6S/ 03 64/. S3 /95 a a 5 le ▪ • 3 F w SI QI '44 /75 .0 .7 O y 40 .SEk 86 / N ENGINEE Block 193 Dmcd 194 .. 199 200 �� . FROM ANGLE DIST NORTH . ^ AUTO INV � PLAT BOUNDARY PE1522 ***** START . 26 INV 'G 0 06 16"0 E 20 INV S 89 28 20.0 W INV CURVE RADIAL N 0 71.40.0 W DELTA 17 41 10^0 LT ' RAD 289.4660 TAN 45.0345 L-ARC � 89^3526 . • RADIAL N 18 12 50.0 W RP . 21 CHORD S 80 37 45.0 W TAN@F/T S 71 47 10^0 W 'INV CURVE RADIAL �S 18 12 50.0 E . DELTA . 17 . 17 41 10.0 RT RAD 239.4660 TAN 37.2556 ` L-ARC 73.9186 RADIAL S 0 40.0 E RP 23 CHORD S 80 37 45.0 W TAN@PT S 89 28 20.0 W 25 S 89 28 20.0 W 17 INV N 0 04 36.0 W ;t8 INV N 89 32 00.0 E 5/28/86 . 132.5800' 160.9800 . 8R"9983 73.6255 1624.34182 1691.76204 1690.27920 1400.82548 1675"78817 EAST 2305.02246 2305"26914 2144.29097 2146.95733 2056"48034 1903.25604 • 198i.63160 24 1663^80020 1983.83740 25 321.7806 1660.83618 1662"07105 17 158.2700 1819.10604 1661.85928 18 643.1900 1824"34468 2305.02794 19 LAT & DFP -0.00285 . -0^00548 19 HCLOSE S 62 30 36.8'W 0.0062 '1824.34182. 2305.02246 26 PREC=1 TO 255564 Area=95484.54sq ft 2.1920acres TO 26 20 21 22 23 FROM ANGLE DIST NORTH EAST TO AUTO, INV BLOCK SIDELINE PE1522 5/22/86� � ***** START ' 1690.27920 2144.29097 21 INV CURVE RADIAL N 0 31 40.0 N DELTA 17 41 10^0 LT RAD 289.4660 TAN 45.0345 L-ARC 89.3526 RADIAL N 18 12 50.0 l4 ` RP - 1400"82548 2146.95733 22 21 CHORD. S 80 37 45.0 W 88.9983 1675"78817 2056.48034 23 TAN@PT S 71 47 10.0 W INV CURVE RADIAL S 18 12 50.0 E .. DELTA 17 41 10.0 RT RAD 239.4660 TAN �37"-2556 . LHARC . 73.9186 RADIAL 8 0 31 40.0 E RP 1903.25604 1981.63160 24 23 CHOR[ S 80 37 45.0 W 73.6255 1663.80020 1983.83740 25 ' TAN@PT S 89 28 20.0 W 25 INV S 89 28 20,6 W 321.7800 1660.83618 1662.07105 17 17 INV N 0 04 36.0 W 158.2700 1819"10604 1661^95928 18 16 INV N 89 32 00,0 E 678.1900 • 1824.30395 2300.02811 27 27 INV S 0 06 '6 E 112"7400 1711,56414 2300.23362 28 INV CURVE RADIAL N 89 53 44.0 E . DELTA 89 34 36.0 RT RAD 20"0'060 -TAN 19.8528 L-ARC ' 31".2682 RADIAL S 0 31 40.0 E • . RP 1711;52768 2280.23365 29 28 CHORD S 44 41 02.0 W 28. 1691.52853 2280"41788 30 , TAN@PT S 89 28 20.0 W .30 INV S 89 28 20,0 W 136.1300 1690.27459 2144.29366 , 31 � ___=�====�=�=;�� LAT & DEP �' ' . 0.00461 • -0.00269 31 HCLOSE N 30 15 22.7 W 0.0053 1690^27920 2144.29097 21 .PREC=1 TO 292549 Area=94738.71sq ft 2.1749acres FROM AUTO INV 8141/4 21-25-44 PE1522 5/28/86 ***** START ' 10w"00000 10O0:00000 1 .1 INV N 0 04 31.0 W 629.73C)0 999;17263 '.2 2 INV N 0 04 31.0 W 698"9800 � �� 2328"70885' 998.25428 3 3 INV N 89 32 00.0 662.9400 2334.10835' 1661.17229 4 4 INV N 89 32 00.0 E 662,9400 2339.50785, ` 2324.09030 5 • 5 INV S 0 06 16.0 672.5600 1666.94897 2325.31631 6 6 INV S 0 03 03.0 E 652.3500 1014.59923 2325.89508 7 • - 7 INV S 89 22 10.0 W 1325.9800 1000.00675 999.99538 8 � � ______ LAT & DEP -0.00675 0.00462 8 HCLOSE S 34 22 23.9 E 0.0082 1000^60000 1000i00000 1 PREC=1 TO 648365 Area=1759393"30sq ft 40.3901acres FROM _________________ AUTO INV TR196 ***** START 4 INV S 89 32 00"0 W 3 INV S 0 04 31"0 E 2 INV N 89 28 20.0 E 9 INV N 0 04 36.0 W FROM ANGLE ANGLE DIST ANGLE DIST AUTO INV CENTERLINE 6TH AVE **$** START 9 INV S 89 28 20^0 W 2 INV N 0 04 31.0 W 3 INV N 89 32 00.0 E 4 INV N 89 32 00.0 E 5 INV S 0 06 16.0 E 6 INV S 89 28 20.0 W INV CURVE RADIAL N 0 31 40.0 W DELTA 17 41 10.0 LT RAD 264"4660 TAN 41.1450 L-ARC 81.6356 RADIAL N 18 12 50.0 W RP 11 CHORD S 80 37 45.() W TAN@PT S 71 47 10.0 W INV CURVE RADIAL S 18 12 50.0 E DELTA 17 41 10.0 RT RAD 264"4660 TAN 41.1450 L-ARC 81.6356 RADIAL S 0 31 40.0 E RP 13 CHORD S 80 37 45.0 W TAN@PT S 89 28 20°0 W 662.9400 698.9800 662.9600 698.2700 DIST 662.9600 698.9800 662.9400 662.9400 672.5600 180.8000 81.3119 NORTH EAST TO _ NORTH EAST TO 2334.10835 2328,70885' 1629:72946 1635.83620 2334.10557 LAT & DEP 0.00278 0"00213 10 HCLOSE N 37 28 38.0 E 0.0035 2334.10835 1661^17229 PREC=1 TO 777637 Area=463141"03sq ft 10.6323acres NORTH EAST 1635.8362O 1629.72946 2328,70885 2334"1O835 2339.50785 1666.94897 1665.28356 1400.82878 1652.04406 1903.25934 1638.80456 1661,17229 ' 4 998.25428 3 999,17263 2 1662"10451 9 1661.17016 10 2146.96007 2064.29720 1981.63433 1984.07042 TO 4 1662,10451 9 999^17263 2 998.25428 3 1661.17229 4 2324"09030 5 2325.31631 6 2144.52398 11 12 13 14 15 FROM ANGLE DIST NORTH . EAST TO ---------`~`^ AUTO INV N 495 FEET OF TR 195 PE1522 5/28/86 . ***** START 1819.10604 1661.85928 18 . 18 INV N 89 32 00.0 E 643.1900 1824.34468 2305.02794 19 19 INV N *0 06 16.0 W 495.0000 2319.34385 2304.12561 32 32 INV 8 89 32 00.0 W ' 642.9500 2314.10717 1661-19693 33 33 INV S 0 04 36.0 E 495.0000 1819.10761 1661,85929 34 ---- -___ ~ _ LAT & DEP -0.. 00158 -0.00001 34 HCLOSE S 0 20 54.2 W 0"0016 1819.10604 1661.85928 18 PREC=1 TO 1444719 Area=318313^29sq ft 7.3075acres 81(808 ( st- „ : . : t-?T `frt. t itr n e. Zsr or Frank Scarano 047: • E 11022 Ith Ave. • 926-4258 .197211250C; Spokane: Washington 99206 e • • . .f1PAY„TO THE ill ORDER OF • tr. r " :a "tr allf;Ch P.O. BOill fir f(^ - '''• *rri 4:r• : c!it ar .1:1Lia!,500001i.2141:;?.,11,4iS0111:/=Ptin! 0 595 i , ; • a ' , 7364 19 RECEIPT Dote Received From Address 0-- Dollars $2.-Bar— tracro For_Lca-Legi----&-e •3/45 iro---Le /ado( /6=45- . . , .. ACCOUNT HOW PAID , / 7 -"' SPOKANE CC:.!.iN ..,,. I ... ... : ' • ACCOUNT CASH 5 •.: Amr. of AMT. PAID CHECK Jr rox,..,.?$-,::,-7:..y..-,.- r4 • BALANCE MONEY , : , DUE ORDER .• s SASIMIMMMOMM"I•Mllr RE: PE- 1522 -85, SCARANO ADDITION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS & ORDER DATE: JANUARY 23, 1986 1. That the proposal is to subdivide 32 lots on approximately 9.5 acres for single family dwellings. 2. That the proposal is located west of and adjacent to Pierce Road, between 4th & 6th Avenues in Section 21, Township 25N, Range 44 E.W.M., Spokane County, Washington. 3. That the item has been properly advertised in accordance with state and local regulations. 4. That the Committee has considered and evaluated the information and conditions contained in the Planning Report for this proposal. 7. That an owner of adjacent and nearby property spoke in favor of the proposal. 8. That phasing be allowed beginning with lots along 6th Avenue. 9. That the provisions of the State Environmental Policy Act have been complied with. 10. NOTE: Pursuant to WAC 197 -11- 680(5), Notice is hereby given that in conjunction with final approval of the above reference matter that: b. The time frame for appealing any SEPA issues with respect to the approval of the above referenced matter is 30 days after the execution of the above Findings and Order. RECEIVED !JAN 2 8 1986 SPOKANE CO!!NTY ENGINEER 5. That the Comprehensive Plan designates this area as URBAN and the proposal appears generally consistent with the density and use guidelines of this category. 6. That the Committee finds the proposal compatible with existing residential use and density characteristics of the area. a. The time limit for commencing SEPA appeal of the approval of the above referenced matter, as provided by county ordinance, is 30 calendar days from final execution of the above Findings and Order. HEARING EXAMINER COMMITTEE FINDINGS & ORDER FILE NO. PE- 1522 -85 c. The appeal of either the approval of the above referenced matter or any SEPA issues may be filed in the Spokane County Superior Court or a court of competent jurisdiction as provided by law. d. That decisions of the Spokane County Hearing Examiner Committee become "Final" unless appealed within 10 days of the Committee written decision. e. Decisions rendered by the Board of County Commissioners are final when the Board signs its Findings and Order. CONCLUSIONS AND ORDER The Hearing Examiner Committee pursuant to the above findings concludes that the application of preliminary plat PE- 1522 -85, SCARANO ADDITION be APPROVED to February 1, 1989 in accordance with the Conditions of Approval attached hereto. VOTE: Unanimously Approved Spokane County Subdivision Administrator THE HEARING EXAMINER COMMITTEE HEREBY ATTESTS TO THE ABOVE FINDINGS AND CONCLUSION AND VOTE. Chairp on ,6 44l71,-e i m.„) 0 D X98"6 PE- 1522 -85, SCARANO ADDITION IN REFERENCE TO THE ATTACHED FINDINGS & ORDER THE HEARING EXAMINER COMMITTEE ADOPTS THE FOLLOWING PLANNING REPORT CONDITIONS OF APPROVAL. 1. That the below listed conditions of all Departments and Agencies are binding upon the applicant, owner(s) of the property, heirs, successors or assigns. COUNTY PLANNING DEPARTMENT 2. The preliminary plat of record approval is for the property legally described in the application for this proposal. 3. That the Final Plat or phases be designed substantially in conformance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without prior approval of the Hearing Examiner Committee. The lots on 6th Avenue be finalized first. 4. The Spokane County Subdivision Administrator shall review any proposed Final Plat to insure compliance with the Findings and Conditions of the Spokane County Hearing Examiner Committee. 5. That the preliminary plat be given conditional approval for three (3) years to February 1, 1989. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. 6. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 7. That appropriate road names be indicated and appcoved by the County Subdivision Administrator prior to filing the final plat. 8. That appropriate utility easements be indicated on copies of the approved preliminary plat, for distribution to the County Planning Department, Utilities Department, Engineering Department, Health District and applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the final plat. 9. That a current certificate of title be furnished the County Planning Department prior to filing the final plat. 10. That the following statement be placed in the final plat dedication: "No more than one dwelling structure be placed on any Lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat." HEARING EXAMINER CONDITIONS OF APPROVAL, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION Planning Department (Cont'd) 11. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s) /sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 12. That a plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and County health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat sponsor shall also sign the WATER PLAN to confirm the contractual arrangements or agreements. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 13. That no building permit will be issued for any lot within the Final Plat until certified by a Washington State licensed engineer "that the water system has been installed pursuant the approved WATER PLAN for the Final Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the "As Built" water system. 14. That one of the two single family dwellings located on proposed Lot 9, Block 1, be removed from said lot prior to filing the final plat. 15. That any structure within the proposed subdivision which encroaches into the minimum front, rear, flanking or side yard setback be removed or relocated in compliance with the minimum setbacks of the Agricultural Suburban zone, prior to filing the final plat. HEARING EXAMINER CONDITIONS OF APPROVAL, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION COUNTY ENGINEER DEPARTMENT 1. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record. 2. That plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right of way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 7. That appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1 -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 8. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 9. Dedication of 10 ft. additional Right of Way along 4th Avenue (as depicted); 5 ft. additional Right of Way along Pierce Road (as depicted). 10. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 11. That all public roads within the plat be designed and constructed to Spokane County standards as phased development occurs. HEARING EXAMINER CONDITIONS OF APPROVAL, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION County Engineer Department (Cont'd) 12. That Public Road Standard TYPICAL Roadway Section be:Section Number 2 for 4th Avenue Minimum Paving width Collector Standard; (2) Section Number 2 for Pierce Road Minimum Paving width Access Standard; (3) Section Number 2 for 6th Avenue Minimum Paving width Access Standard. 13. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 14. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional right -of -way and the roadway improvements herein specified. COUNTY HEALTH DISTRICT 1. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 2. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. The dedicatory language of the plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of (an) on -site sewage system(s) may be authorized." 5.. Water services shall be coordinated through the Director of Utilities, Spokane County. 6. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 8. The plat dedication will contain a statement to the effect that: "The public water system as approved by County and State health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." HEARING EXAMINER CONDITIONS OF APPROVAL, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION County Health District (Cont'd) 9. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on -site sewage disposal systems are available on lots 2 -4, 6 -7, 10 -16, Block 1 and all lots of Block 2. 10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal system serving the residence located on Lots 1, 5, 8 and 9 of Block 1 are wholly located within the boundaries of the respective lots. COUNTY UTILITIES DEPARTMENT 1. Pursuant to the Board of County Commissioners Resolution No.80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific applicaton approval and issuance of permits by the Health District. 2. The dedication shall state: "The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. The dedication shall state: "Each new dwelling unit shall be double plumbed for connection to future area -wide collection systems." 5. A dry sewer connection to the future area -wide Sewerage System is to be constructed in 5th Court. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department prior to signing the final plat. Frank Scarano E. 8517 Sprague Spokane, WA 99206 PLANNING REPORT JANUARY 23, 1986 TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION PE- 1522 -85, SCARANO ADDITION I. GENERAL INFORMATION Sponsor: 924 -3330 Surveyor /Engineer: 926 -1322 Mike Phillips N. 909 Argonne Road Spokane, WA 99212 Location: West of and adjacent Pierce Road between 4th & 6th Avenues in Section 21, Township 25N, Range 44 E.W.M., Spokane County, WA. Proposal: To establish 32. lots on approximately 9.5 acres for single family dwellings. 2 100 - 3 z II. SITE PLAN INFORMATION A. Site Size: 9.5 acres; Overall Density: 3.36 units per acre B. Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. C. Site Characteristics: The site is generally flat and occupied by three single family dwellings and various accessory structures. D. Neighborhood Characteristics: Single family residential with apartments adjoining to the north. E. Zoning: Proposal Site - Agricultural Suburban, 1955. North - Multiple Family Suburban, 1978. East - Agricultural Suburban, 1955. South - Agricultural Suburban, 1955. West - Agricultural Suburban, 1955. —23— • S I O w 1 bras our PRELIMINARY PLAT OF fit pla - - -- •TI& - AvENUE t S 3 S 4 4 a S a .4 i 1 6M - AVENUE- SCARANO ADDITION PE —/52 — I i I L I ._li'� Guru I - .a i A .= c J' i 5 a no-" 11 'a t PI 3 , Y u u.. 1. I� I n 1 9 ? 1 • s J ID P., a..ww 1.4,141 it ,.c . m. e. acw +a ••o PLANNING REPORT, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION II. SITE PLAN INFORMATION (Cont'd) F. Land Use: Site - Three single family residences, accessory structures North - Apartments, single family residential East - Single family residential, one duplex South - Single family residential West - Single family residential G. Special Information: Circulation - 16 of the proposed 32 lots will access Pierce Road from the proposed cul -de -sac of 5th Court. The remaining 16 lots will front upon 4th and 6th Avenues. Density - The proposed density of 3.36 dwelling units per acre is consistent with the density characteristics of the Urban category. Drainage - Drainage plans shall be submitted to the County Engineer for approval prior to construction and /or filing of the final plat. Water Supply - Modern Electric Water Co. will provide water. An approved water Plan will be required prior to finalizing this preliminary plat. Sewage Disposal - Individual septic tanks and drainfields are proposed. School - The proposal is in the Central Valley School District #356. Fire Protection - The proposal is located within Fire District #1. The Fire District and County Building and Safety Department (Fire Marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat. Cultural Resources - None have been identified III. HISTORY /ANALYSIS This proposal appears compatible with existing residential use and density characteristics of the area. The proposal is also consistent with the Urban category of the Comprehensive Plan which encourages a variety of housing types, fill -in development and net densities from 1 to 17 units per acre. -25 - PLANNING REPORT, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and was reviewed by the County Planning Department staff. The review considered the specifics of the proposal, other available information, County ordinances, other regulations and laws and the standard Conditions of Approval. County Planning Department has determined that "No probable significant adverse impacts" would result from the proposal being developed and has issued a Determination of Non - Significance ( "DNS "). The "DNS" was circulated to 9 other agencies of jurisdiction and other agencies /departments affected by the future development for review and comment. The "DNS" comment period ends January 22, 1986 and was advertised 15 calendar days before said date in the newspaper, by letter to adjacent property owners 400 feet of the proposal, by notice on a sign posted on the proposal site and by letter to the general mailing list. Hearing Examiner Committee may consider additional environmental related testimony and the "DNS" at the public hearing. V. LEAD AGENCY SUMMARY The Planning Department recommends approval subject to the recommended conditions unless unresolved issues are identified at the public hearing. VI. CONDITIONS OF APPROVAL If approval is granted, the following conditions are recommended. 1. That the below listed conditions of all Departments and Agencies are binding upon the applicant, owner(s) of the property, heirs, successors or assigns. COUNTY PLANNING DEPARTMENT 2. The preliminary plat of record approval is for the property legally described in the application for this proposal. 3. That the Final Plat be designed substantially in conformance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without prior approval of the Hearing Examiner Committee. 4. The Spokane County Subdivision Administrator shall review any proposed Final Plat to insure compliance with the Findings and Conditions of the Spokane County Hearing Examiner Committee. 5. That the preliminary plat be given conditional approval for three (3) years to February 1, 1989. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. 6. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. - 26 - PLANNING REPORT, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) 7. That appropriate road names be indicated and approved by the County Subdivision Administrator prior to filing the final plat. 8. That appropriate utility easements be indicated on copies of the approved preliminary plat, for distribution to the County Planning Department, Utilities Department, Engineering Department, Health District and applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the final plat. 9. That a current certificate of title be furnished the County Planning Department prior to filing the final plat. 10. That the following statement be placed in the final plat dedication: "No more than one dwelling structure be placed on any Lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat." 11. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s) /sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 12. That a plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and County health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat sponsor shall also sign the WATER PLAN to confirm the contractual arrangements or agreements. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 77 - PLANNING REPORT, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) 13. That no building permit will be issued for any lot within the Final Plat until certified by a Washington State licensed engineer "that the water system has been installed pursuant the approved WATER PLAN for the Final Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the "As Built" water system. 14. That one of the two single family dwellings located on proposed Lot 9, Block 1, be removed from said lot prior to filing the final plat. 15. That any structure within the proposed subdivision which encroaches into the minimum front, rear, flanking or side yard setback be removed or relocated in compliance with the minimum setbacks of the Agricultural Suburban zone, prior to filing the final plat. COUNTY ENGINEER DEPARTMENT 1. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record. 2. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right of way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. —20— PLANNING REPORT, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) County Engineer Department (Cont'd) 7. That appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1 -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 8. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 9. Dedication of 10 ft. additional Right of Way along 4th Avenue (as depicted); 5 ft. additional Right of Way along Pierce Road (as depicted). 10. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 11. That all public roads within the plat be designed and constructed to Spokane County standards. 12. That Public Road Standard TYPICAL Roadway Section be:Section Number 2 for 4th Avenue Minimum Paving width Collector Standard; (2) Section Number 2 for Pierce Road Minimum Paving width Access Standard; (3) Section Number 2 for 6th Avenue Minimum Paving width Access Standard. 13. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 14. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional right -of -way and the roadway improvements herein specified. COUNTY HEALTH DISTRICT 1. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 2. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. The dedicatory language of the plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of (an) on -site sewage system(s) may be authorized." -29 - PLANNING REPORT, JANUARY 23, 1986 PE- 1522 -85, SCARANO ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) County Health District (Cont'd) 5. Water services shall be coordinated through the Director of Utilities, Spokane County. 6. Water service shall be, by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 8. The plat dedication will contain a statement to the effect that: "The public water system as approved by County and State health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." 9. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on -site sewage disposal systems are available on lots 2 -4, 6 -7, 10 -16, Block 1 and all lots of Block 2. 10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal system serving the residence located on Lots 1, 5, 8 and 9 of Block 1 are wholly located within the boundaries of the respective lots. COUNTY UTILITIES DEPARTMENT 1. Pursuant to the Board of County Commissioners Resolution No.80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific applicaton approval and issuance of permits by the Health District. 2. The dedication shall state: "The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. —30— PLANNING REPORT, JANUARY 23, 1986 VI. CONDITIONS OF APPROVAL (Cont'd) County Utilities Department (Cont'd) 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. The dedication shall state: "Each new dwelling unit shall be double plumbed for connection to future area -wide collection systems." 4. A dry sewer connection to the future area -wide Sewerage System is to be constructed in 5th Court. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department prior to signing the final plat. tit.:■(_Asi ?�: \ \�, _ ti as 9 a ann 2 — ;N pts2 7 Kbi,c7` c . Qev% C c LeMAi am. cerzN e� o on)-vk.,.J , m?rc,J e vne S to Ql exo2 Q &. A412.. o h n � `\a\-. - 31- PE- 1522 -85, SCARANO ADDITION OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dc-GFW"t T 30 , 19 85 TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEERS DEPARTMENT — W0/ 1 - 5 SUBJECT: ROAD CONDITIONS' FOR PLAT NAM Seta- n.�,f, ..c+ NUMBER ?Cl ‘52Z -2 S CONDITIONS CIRCLED APPLY TO PLAT NDER ONSIDERATION that conditional approval of the plat by the County Englnoer is given subject to dedication of Right -of -Way and approval of the road system as Indicated In the preliminary plat of record. E 2 that plans, profiles, and cross sections as designed to County standards showing '�- proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer, -that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the tiling of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Chill Engineer, E 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plat Is affected by a Flood Hazard Zone, construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improve- ments were Installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; E 6 no construction work is to be performed within the existing or proposed Public Right of Way until a permit has been Issued by the County Engineer, All work Is subject to Inspection and approval by the County Engineer; all construction within the existing or proposed Public Right of Way is to be com- pleted prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of Improvements, construction certifica- tion, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer; E 8 -no direct access from lots to 1/2 Right of Ways until such roads are constructed to County Standards and established as County Roads; E 9 -no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; EIO -road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; Ell -that appropriate provision be made that the following described property be held In trust until the continuation of the streets be dedicated or deeded: A 1 ft, strip at the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries,) a statement must appear in the dedicatory language of the plat that Individual drive- way access permits be required prior to Issuance of a building permit tor driveway approaches to the County road system, (E13 dedication of /0 Fi additional Right of Way along 4C+ P\(atlutri 1� ir'}F.(k) 5t.. additional Right of Way along Vi=prr Prnd " additional Right of Way along E14 -a statement shall be placed In plat dedication that no direct access be allowed from lots to E18-that sidewalks are required along the arterial(s) on E15 -that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along (E16 existing County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards, hat all public roads within the plat be designed and constructed to Spokane County standards. �E19 Public Road Standard TYPICAL Roadway Section (1) Section Number z For LiM Zp1c. Minimum Paving wldth(p \� \brZ- `_ (2) Section Number 2 For P(P ^_Cc- QA. Minimum Paving width Fcr,r -5c, cYy (3) Section Number 2. For In`Lh•Avoti_:"= Minimum Paving width (4) Section Number For Minimum Paving width- ytf - �,`, 911/4 the word "applicant" shall Include the owner or owners of the property, his heirs, assigns, and successors. Ell -to construct the road Improvements stated herein, the applicant may, with the approv- al of the County Engineer, join In and be a willing participant In any petition or resolution which purposes Is the formation of a Road Improvement District (RID) for said Improvements pursuant to RCN 36.88, as amended. At such time as an RID Is created or any Road Improvement Project is sanctioned by Spokane County, the improve- ments required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E22 -as an alternative method of constructing the road Improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improve- ments stated herein by joining and participating In a County Road protect (CRP) to the extent of the required road Improvement. At such time as an RID is created or any Road Improvement Project (5 sanctioned by Spokane County, the Improvements re- quired (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E23 -that the following statement be placed In the plat dedication: The owners their heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District pursuant to R.C.W. 36.88 at such time as a Road Improvement District Is created or any Road Improvement Project is sanctioned by Spokane County. The Improvements required (curb, sidewalk, drainage control and paving) w111 be at the sole expense of the owner, their heirs, grantees and assigns. E24 -that the sponsor shall prepare and submit to the County Engineer a design proposal acceptable to the State Highway Department of the proposed State Highway- County Road Intersection. State Highway Department approval of the proposed design must be received prior to the filing of the final plat. Improvements to the State Highway are to be the responsibility of the Sponsor and may either be constructed or a bond to cover the cost of such Improvements furnished to the County Engineer In the amount as determined by the County Engineer and the State Highway Department, E25 -the proposed private road(s) as shown on the preliminary plat serving lots with: no extension possible; - extension to serve 8 or less lots; future public Right of Way tract Is approved by the County Engineer. E26 -that private road(s) be Improved to Spokane County standard for a private road standard serving lots. Subject to approval under section 10.207 of the Spokane County Fire Code, E27 -that the following provision be made that the following described property be held In trust until the continuation of the private road and the "Tract X" Is deeded or dedi- cated: a 1 ft. strip at the ends or edges of all private "Tract x" that terminate or border the plat boundary. E28 - statement shall be placed In the plat dedication that the "Tract X" private road(s) contained within this plat Is /are for the sole use of parcels within the plat until such time as the roadway Is Improved and established as a public road. E29 -that the following statement be placed In the plat dedication: WARNING: Spokane County has no responsibility to build, Improve, malntaln, or other- wise service the private roads contained within or providing service to the property described In this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, Improve, malntaln, provide drainage or snow removal on a private road. This requirement Is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns Including the obllgatlon to parti- cipate In the maintenance of the private road as provided herein, the proposed plat shall be improved to the standards set forth In Spokane County Board of Commissioners Resolution No, 80-1592, as amended, which establishes regula- tions for roads, approaches, drainage, and fees In new construction. the County Engineer has examined this development proposal and has determined that the Impact of this proposal upon the existing County Road System warrants the dedica- tion of additional right -of -way and the roadway improvements herein specified. E32 -This plat or development proposal is located within a drainage basin which has b een Identified by the Spokane County Engineers Office as having stormwater runoff prob- lems. Since this plat or development proposal Is affected by or Is a contributor to stormwater flows, property owners should participate in the planning and implementa- tion of a future baslnwlde stormwater management system. The following "Condition of Approval" shall be required: That the owner(s) or successor(s) in Interest agree to Joln 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, - 4 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT — AN 1 / 45 L�Lti SUBJECT: ROAD CorNDITjjoNs' FOR PLAT NAM ' ccc>.t�,.- -, L X NUMBER PC- 152 2- 85 *CO NDIT1oNS LIRCLED APPLY TO PLAT UNDER CONSIDERATION hat conditional approval of the plat by the County Engineer Is given subject to dedication of Right -of -Way and approval of the road system as Indicated in the preliminary plat of record. hat plans, profiles, and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Eng lneer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer, -that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer, E 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plat Is affected by a Flood Hazard Zone, construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate In writing that all improve- ments were Installed to the lines and grades shown on the approved construction plans ///'''6\\ and that all disturbed monuments have been replaced; C (E l no construction work Is to be performed within the eelsting or proposed Public Right / of Way until a permit has been Issued by the County Engineer, All work Is subject to Inspection and approval by the County Engineer; all construction within the existing or proposed Public Right of Way Is to be com- pleted prior to filing the final plat or a bond In the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certifica- tion, "As Built" plans, and monumenting the street centerlines shall be flied with the County Engineer; - E 8 -no direct access from lots to 1/2 Right of Was until such roads are constructed to County Standards and established as County Roads; E 9 -no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; EIO -road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; Ell -that appropriate provision be made that the following described property be held In trust until the continuation of the streets be dedicated or deeded: A I ft, strip at the ends or edges of all streets that terminate or border the plat boundary, (Tem- porary cul de sacs are required when streets terminate at the plat boundaries,) a statement must appear in the dedicatory language of the plat that Individual drive- way access permits be required prior to Issuance of a building permit for driveway approaches to the County road system. (E13 dedication of JOPI. additional Right of Way along 4 r ! , �,lEh ( n1 T)Fpir additional Right of Way along I =prr Prn rl additional Right of Way along E14 -a statement shall be placed In plat dedlcatlon that no direct access be allowed from lots to E15 -that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along existing County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. (EI -that all public roads within the plat be designed and constructed to Spokane County standards, E18 -that sidewalks are required along the arterial(s) on D'ec t't,eT 30 , 19 �5 Public Road Standard TYPICAL �Roadway Section (11 Section Number Z 4 l For tn ' t1,lEUl \F Minimum Paving wldthCfAVICLt02. (2) Section Number 2 For - ) jppsr. Q, {. Minimum Pavinq width C,t-:i% (3) Section Number 2 For dry AVP1>`1C Minimum Paving width A (4) Section Number For Minimum Pavinq width 911 /4 the word "applicant" shall Include the owner or owners of the property, his heirs, assigns, and successors. E2I -to construct the road Improvements stated herein, the applicant may with the approv- al of the County Engineer, Join In'and be a willing participant in any petition or resolution which purposes Is the formation of a Road Improvement District (RID) for said Improvements pursuant to RCW 36.88, as amended. At such time as an RID Is created or any Road Improvement Project Is sanctioned by Spokane County, the Improve- ments required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E22 -as an alternative method of constructing the road Improvement stated herein, the applicant may with the approval of the County Engineer, accomplish the road improve- ments stated hereln by joining and participating In a County Road project (CRP) to the extent of the required Improvement. At such time as an RID is created or any Road Improvement Protect Is sanctioned by Spokane County, the Improvements re gulred (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E23 -that the following statement be placed In the plat dedlcatlon: The owners, their heirs, grantees and assigns, agree to Join in the formation of a County Road Improvement District pursuant to R.C.W. 36.88 at such time as a Road Improvement District 15 created or any Road Improvement Protect Is sanctioned by Spokane County. The Improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner, their heirs, grantees and assigns. E24 -that the sponsor shall prepare and submit to the County Engineer a- design proposal acceptable to the State Highway Department of the proposed State Highway- County Road intersection. State Highway Department approval of the proposed design most be received prior to the filing of the final plat. Improvements to the State Highway are to be the responsibility of the Sponsor and may either be constructed or a bond to cover the cost of such Improvements furnished to the County Engineer In the amount as determined by the County Engineer and the State Highway Department. E25 -the proposed private road(s) as shown on the preliminary plat serving lots with: no extension possible; extension to serve 8 or Tess lots; future public Right of Way tract is approved by the County Englneer. E26 -that private road(s) be Improved to Spokane County standard for a private road standard serving lots. Subject to approval under section 10.207 of the Spokane County Fire Code. E27 -that the following provision be made that the following described property be held in trust until the continuation of the private road and the "Tract X" Is deeded or dedi- cated: a I ft. strip at the ends or edges of all private "Tract X" that terminate or border the plat boundary. E28 -a statement shall be placed In the plat dedication that the "Tract X" private road(s) contained within thls plat Is /are for the sole use of parcels within the plat until such time as the roadway Is Improved and established as a publ lc road. E29 -that the following statement be placed In the plat dedlcatlon: WARNING: Spokane County has no responsibility to build, Improve, maintain, or other- wise service the private roads contained within or providing service to the property described In this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for sold private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, Improve, maintain, provide drainage or snow removal on a private road. This requirement Is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns Including the obligation to parti- cipate In the maintenance of the private road as provided herein, the proposed plat shall be improved to the standards set forth In Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regula- tions for roads, approaches, drainage, and fees In new construction. the County Englneer has examined this development proposal and has determined that the Impact of this proposal upon the existing County Road System warrants the dedlca- tlon of additional right -of -way and the roadway Improvements herein specified. E32 -This plat or development proposal Is located within a drainage basin which has been Identified by the Spokane County Engineer's Office as having stormwater runoff prob- lems. Since this plat or development proposal Is affected by or Is a contributor to stormwater flows, property owners should participate in the planning and implementa- tion of a future baslnwide stormwater management system. The following "Condition of Approval" shall be required: That the owner(s) or successor(s) in interest agree to Join In any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities, X6. (MAC 197-11-960) Section 11.10.230(1) Purpose of Checklist: The State Environmental Policy Act (SEPA) chapter 43.21C RCM, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (end to reduce or avoid Impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plane without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even If you plan to do them over a period of time or on different parcels of land. Attach any additional information that will describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining If there may be significant adverse impact. Use of checklist for nonproject proposals. Complete this checklist for nonproject proposals, even though questions may be answered "does not apply ". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(Part 0). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "effected geographic area," respectively. A. BACKGROUND 1. Nae of proposed project, if applicable: SPOKANE ENVIRONMENTAL ORDINANCE Environmental Checklist Sr4 4Ly PE. 52/g1717z 5JIOni A A L L - d 5 . F11e No. Nam of Applicant: / ie ` 4— 1/ j7.0-0.#7, �t /�/ /��t � / Address and phone number of applicant or contact person: 4G/ ,e �J� C e- �G/x� /r ✓ G 7;& --- 330 Date checklist prepared: .17e C. A requesting checklist: j /Kt*/yL= A 4 " J4c M �.e <'y r,„,1 n ./A/./A/4A/c >✓4�v Proposed timing or schedule (inc ding phasing, if applicable): 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain._ I I / I b. Do you own or hive options on land nearby or adjacent to this proposal/ If yes, explain. r,Q��l . m /i" k' eE5 t63eg - it) 7n4 td 4 /6s/d 7n �6%'r of fIi;C j>C 1 /.i 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A',w (WAG 197 -11 -960) Section 11.10.230(1) A. BACKGROUND (continued) 9. Do you know whether applications are pending for governmental approval. of other proposals directly affecting the property covered by your proposal? If yea, explain. 10. List any government approvals or permits that will be needed for your proposal, if known. 11. Give brief, complete dascrlptioo of your proposal, Including the proposed uses and the sire of the project and site. There are several questions later in this checklist that ask you to describe certain aspect. of your proposal. You do not need to repeat those answers on this page. 4 /P AcAir 774 K, atevoico y sw er 7//c Han Tf/ P'-.c C F Sj? ar Air n/.E /.Fit - c - S7745c r a cafe S ?9r7,! 7 - A a /utti f}F y� A:OO,Y 12. Location of the proposal. Give sufficient Information to a person to understand the precise location of your proposed project, including • street address, if any, and section, township and range, if known. If • proposal would occur over • range of area, provide the range or boundaries of the site (s).% Provide • legal description, site plan, vicinity map, and topographic sap, if reasonably *reliable. While you should submit any plans required by the agency, you are not required to duplicate ups or detailed plans submitted with any permit application related ale checklist. . AAA / /Oa • a - 0 sr . • f Ar _ / 4 /d )ir K 13. Does the proposed action lie within the Aquifer Sensitive Area (ABA)? The General Sewer Service Ares? The Priority Sewer Service Areal The City of- Spokane? -'(Seat Spokane County's ASA Overlay lone Atlas for boundaries). TO SE CQRLgTED IT APPLICANT 1. ENV IROIDmITAL ELEl04MT6 EARTH e. General description of the site (circle one other: b. What is rho steepest elope on the site (approximate percent elope)? genie SPOKANE ENVIRONMENTAL ORDINANCE DE,fl$ . • /Oa CtT dF </4 / sr is gee rolling, hilly, steep slopes, mountainous, /5/84/it c. What general Oka of soils are found on the elte (for example, clay, rang, gravel at, muck)? If you know the classification of agricultural soils, specify them and not any pa a farmland. d. Are there surface indications or history of unstable soils In the immediate vicinity? If so, describe. Evaluation For Agency Use Only A (VAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS(continued) g• SPOKANE ENVIRONMENTAL ORDINANCE 3 Describe the purpose, type, and approximate quantltiee of any filling or grading proposed. Indicate source of fill. NONE - i/yv n De s /yn T AN/ Could er o� as a result of clearing, construction, or uaeT If so, generally describe. About what percent of the site will be covered with impervious surfaces after project construc- tion (for example, asphalt or bvfldings)? h. Proposed sea tee to reduce or control erosion, or other Impacts to the earth, if any AIR a. (fiat type•of emissions to the Sir would result frog. the proposal (i.e., dust, automobile, odors industrial, wood smoke) during construction and'when the project is completed? If any, generally describe and give approximate quentitet if known. 77/ S r i / „ ( 1 3 3 - / 'Y N // r 1.-;9-5,E of .4 1FM I 5 v /ants • r`3y 3g /Ica . s b. Are there any off -site sources of missions or odor that may affect your proposal? if to, generally describe. I S /T.c- 4Ci1't / ti , /O/YS F3j/ »r . 49S -3.. • FA-A474- / c. Proposed measures to reduce or control missioes or other impact. to air, if any: nN,C- 7. WATER a. Surface: (1) le there any surface water body on or In the mediate vicinity of the site including year - round and seasonal etreama, saltwater, lakes, ponds, .etlende)? If yes, describe type and provide names. If appropriate, state what stream or river it floes into. /VC (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yea, please describe and attach available plane. 0 Evaluation For Agency Use Only (WAC 197 -11 -960) Section 11.10.330(1) ENVIRONMENTAL ELEMENTS (continued) x (3) Estimate the amount of fill and dredge material that would be placed In or removed from the surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. - WO NC- SPOKANE C SPOKANE ENVIRONMENTAL ORDINANCE 1/ (4) Will the proposal require surface water withdrawals or diversions? Give general descrip- tion, purpose, and approximate quantities if known. (5) Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No NO/yc- (6) Doe. the proposal involve any discharges of waste materials to .urf.ee voters? If so, describe the type of waste and anticipated volume of discharge. GROUND: (1) Will ground eater be withdrawn, or will eater he discharged to ground eater? darer tion, purpoyt , and approximate quantities 1 know. Give general Ari, sz • N/o0E i Y < T �u �,C�S. a4Tess a n JTe/9-OYA74Z (2) Describe waste material thet will be discharged into the ground from septic tanks or other sanitary waste treatment facility. Describe the general site of the syeteo, the muber of w boer to be nerved // (if ep 1 cable) or t ^^om r of persons the system(?) are expected to serve. //J* NVP - � JD QSE�&n ,14*7�cAL 773 oeft 5 r/G </5 T. rK (3) Describe any systems, other than those designed for the disposal of unitary waste, installed for the purpose oftdlscherging fluids below the ground surface (includes systems such as thou for. the disposal of atom eater or drainage from floor drains). Describe the type of system. the amount of material to be disposed of through the system and the types of materials likely to be disposed of (including materials which may enter the system inadvertently through spills or as • result of fire fighting activities). (6) Will any chemicals (especially organic solvents or petroleum fuels) be stored In above ground or underground storage tanks? If eo, what types and quantities of materials will be stored? Evaluation For Agency Use Only (VAC 197 -I1 -960) Section 11.10.430(1) B. ENVIRONMENTAL ELEMENTS (continued) X X\ SPOKANE ENVIRONMENTAL ORDINANCE S (5) What protective measure. will be taken to insure that leaks or spills of any chemicals stored or used on site will not be allowed to percolate to ground water (this Includes measures to keep chemicals out of disposal syst ms described to 3b(Z) and 36(3)7 Nye Voter Runoff (including storm water): (1) Describe the source of runoff (Including storm water) and method of collection and disposal If any (Include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. bit (2) Will any chemicals be stored, handled or used on the site in a location where a spill or leak will drain to surface or ground water or to a storm water disposal system discharging to surface or ground water? *we- (3) Coui waste mat Sale r ground or fac waters? f ad, generflly describe. / / Ej v /b 7//?Ties Proposed measures to reduce or control surface, ground, and runoff water Impacts, If any (If 'the proposed action Iles within the Aquifer Sensitive Area be especially clear on explanations relating to facilities concerning Section 3b(4), 3b(5), and 3c(2) of this checklist). //cH PLANTS a. Check or circle type of vegetation found on the alte: deciduous tree: alder, maple, aspen, other. evergreen tree: fir, cedar, pine, other. shrubs. grass. pasture. crop or grain. wet soil plant., cattail, buttercup, bullru.h, skunk cabbage, other. water plants: eater 1113y, eelgraes, milfoil, other. other types of vegetation. What kind and amount of vegetation will be removed or altered? c. List threatened or endangered species know to be on or near the site. New Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: • i/iE- 4eT.4 G/ 5r Evaluation For Agency Use Only (WAC 197-11 -960) Section 11.10.230(1) E. ENVIRONMENTAL ELEMENTS (continued) ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron. eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bees, salmon, trout, herring, shellfish, other: other: List any threatened or endangered species known to be on or near the site. c. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, if any: ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, wood stove. solar) will be used to meet the the completed project's energy needs? Describe whether It will be used for heating, manufac- turing, etc. ,,// lAce 7,a / c d' ,ti?i- 771ZA'/ &,q ; /c!c' /��S %C��N Tag 19SF - b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No That kinds of energy conservation features are included ' in ' the plans of ehls proposal? islet other proposed mess rsa to reduce or control energy,lnpacts, if any: P ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, Including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. X dome (1) Dpperibe special emergen9y services that might wired. SPOKANE ENVIRONMENTAL ORDINANCE 6 - jag AA? ac It 0 /L F- N f F W 2FVjr /A.4 See.0c /t NON i Evaluation For Agency Use Only (WAC 191-11 -960) Section 11.10.230(1) N. ENVIRONMENTAL ELEMENTS (continued) ENVIRONMENTAL HEALTH X. (2) Proposed measures to reduce or control e$vlronmentel•heelth hazards, if any: Noise: (1) What types of noise exist In the area which may affect your project (for example: traffic, equipment, operation, other? !lf o c-, #e �.�J,44 5 /MI hilt' )44 -Ae= etc (2) What types and levels of noise would be created by or associated with the project on • short -term or a long -term basis (for example: affic construction, operetlo•g other?, Indicate what hours noise would come fret the site. .40 _ e /. . / a./ men♦ G I / I A • if 1Ia s' ,,o • / / di 'h+ At , AI oar //♦ i M ► - I/ (y) Proposed measure to reduce or control oime impacts, if any: LAND AND SHORELINE USE What the current of the eft. and adjacent properties? ACS.F5 /,I/S V 5 b. Has the site been used for agriculture? If so, describe. d. Will any $ factures be de / ,ErN779 e. What is the current Boning classification of the site? /VD - 11'J1.d:. 1.1.W . I Al. - .1:.b:.A:•LL E4 which? /74y F4c #5 AE /' 1- Whet 1s the current comprehensive plan designation of the site? If applicable, what is the-current shoreline mister arouse designation of the site? i re SI VC h. Has any part of the site been classified as an 'environmentally sensitive" area? if so, specify. Approximately how many people would reside or work in the completed project? Air pX /CD N Evaluation For Agency Use Only (VAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 1. xl. Approximately how many people would the completed project displace? Proposed manures to avoid or reduce displacement impacts if anyt Of /rl 411/1) 7Sc CTC- Proposed aeaeur to ensure the proposal is compatible with existing and projected land uses and plan if any: 4/4 / r'i, g HOUSING a. Approximately how many unita would be provided „1f any ?. Indicate whether high, middle, or low -incoaa housing. // 3a 'Miirs hurw�S,F /Nld Approximately how many units, if any, would be eliminated? Indicate whether high, middle,or low-income housing. /''N/T _hi /N'nMC Proposed measures to reduce or control housing Impacts, If any: ,VQx (/ 10. AESTHETICS /� e. Whet is the tallest height of any proposed structure (s), not Including antennae; what is the principal exterior building uteri 1(s) proposed? SPOKANE ENVIRONMENTAL ORDINANCE 9 What views in the immediate vicinity would be altered or obstructed? /YD NrC —' Proposed measures to reduce or control mesthytic Janette, if any: meth 11. LIGHT AND GLARE e. What type of light or glare ma will the proposal produ 7 What time of day would it inly ccur? 7,e fl 5 J/?Nrr - . � %fVdEWr /Ai / � A•1 , r (A/S,C F+A' ± D,5/ 7' 2 124 Could light or glare from the finjahed project be a safety hazard or interfere with views? That existing off -site sources of light or glare may affect your proposal? d. Proposed measures to reduce or control light end Rlare Impacts, if any: A/..c” Evaluation For Agency Use Only (VAC 197-11-960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) D SPOKANE ENVIRONMENTAL OR0INANCE 9 12. RECREATION A e. What designated a Info 1 recent) 1 opportunities are in the immediately vicinity? E66wu /Ds V Would the proposed project displace any exist' recreational uses? If so, describe. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on or proposed for national, state, or local oreeerve- tfon registers known to be on or next to the site? jf no. generally describe. b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the Bite. 21 l C c. Proposed measures to reduce or control impacts, if any: 14. TRANSPORTATION a. Identify public streets and highways nerving the site, end describe proposed access to the sxl•ting street system. Qhow on site plans, if any. b. Is site currently served by public transit? 11 not, what Is the approximate distance to the nearest transit stop? )(c. ny parki apace uld the completed proje have? Bow many would the protect eliminate[ Nov i 8444 - fccdn, w A4 !!SF . Will the proposal require any new roads or streets, or Improvements to existing roads or streets not including driveways? If so, generally describe (lodlu a whether public or private). else 5- riac m � & , / Dr-43r 66 e. Will the project use (or occur in the immediate vicinity of) aster, rail, or air transportation? If so, generally describe. ne Evaluation For Agency use Only (WAG 197-11 -960) Section 11.10.230(1) 1. ENVIRONMENTAL ELEMENTS (continued) SPOKANE ENVIRONMENTAL ORDINANCE /0 (. Now many vehicular trips per day would be generated by the completed project? If known, indicate when peak would occur. g. Proposed measures to reduce or control transportation impacts, if any: / Vo / 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: Fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce or control direct impacts on public services, if any: 16. UTILITIES a. Circle utilities currently available at the site: electricit service to ephon. , unitary sewer, septic system, o 4(94/6 Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the Immediate vicinity which might be needs •. .f doe S, WJ, > 'ie. $c Co ,f,/, s /7 oaWN 59972c C. SIGNATURE I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I also understand that, should there be any willful misrepresentation o r willful lack of full disclosure on my part, the agency may withdraw any determination of nonalgnific.nce that it might issue in reliance upon this checklist. Date: 12.c // / 4 Proponent �.' / / /✓i / Propo Phoma: 9P-1- '1_ 3-33 Person ccopletln / / / 13, Phone: lay - 3 17f fc14w,C S AAG.9 -N O ( Print or Tv,.) / Addressk i/Q^a \ Sid eti /F Sa riv 152Z Evaluation For Agency Use Only aJN ff 21oc Avcric FOR STAFF USE ONLY Staff Member(.) Reviewing Checklist: Based on this flat( review of the environmental checklist and other pertinent information, the staff: A. Concludes that there are no probable significant adverse impacts and recommends • determination of non.ignificance. 3. Concludes that probable significant adverse environmental impacts do exist for the current propound and recommend. • mitigated deter- mination of nonalgnif lc.nce with condition.. Concludes that there are probable •Ignifttant adverse environmental imp.ct..nd recommend. • determination of significance. FILING PEE - Si5.00 THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNING DEPARTMENT Planning Department Information Dat�ced: �y L �y Preliminary Plat Fee: .230 / �-?y Pla Fil 1 o: 8 5 Checklist Fee: Plat Name: SL4,QANO 41.2)/ %/ On/ Zone Change File No: (� Number of Lots: 3� Existing Zoning: , 7'ri c��w n., CJvgi,,,vbwni Location: Sec. at/ T .2.5 R 44 Date Established: 1 95 - 9 - School District: ( t nu V ty 4(3SGAdvertised Zone Change: Fire District: 7f / I Checked by: t��J � Water District: LIAR. /mt., 'Uec• LaJo , c . Comp.Plan Category: t/0 W rl PSSA Boundary: c'��n W PUBLIC HEARING DATE: Cf41. 23 016 PRELIMINARY PLAT APPLICATION FORM Proposed density: 3.37 Comprehensive Plan Category: Is keeping of animals desired? What is the time period expected for IMPROVEMENTS To what level of improvement will streets be constructed? Curb & Gravel ( ); Curb & Paved (X); Paved only ( ) Describe any combinations of above: Indicate the main: 1d- Indicate the 66o ft distance from this ft; Indicate size distance from this No(X ) Yes ( ) Type: UTILITIES PART I - TO BE COMPLETED BY APPLICANT AND SURVEYOR SUBDIVISION NAME & SIZE: NAME: SCARANO ADDITION FILE #: PE-/$22C Amount of land in Subdivision: 9.5 Acres Number of Lots: 32 Lots /Gross acre Amount of adjoining land controlled by this owner or sponsor: 0 What is the distance in miles to: 1) The nearest fire station: 1/2 2) Shopping facilities: 1/4 ; 3) Municipal boundary: 2 -1/2 LAND USE Urban Proposed Zoning: Ag Sub Indicate the proposed land use of the plat: Single Family Dwellings ( Duplexes ( ) - Indicate lots for duplexes: Multi - family dwelling units ( ) - Indicate which lots: Mobile Homes ( ). Other ( ) - Describe other uses: Describe any non - residential use proposed in the Plat: None What is the present use of the property proposed to be platted: List type of uses: Cultivated land: acres; Pasture: Timber: acres; Vacant: - acres. Other: Indicate the size of units proposed to be constructed: 1050 to 1150 Number of bedrooms: 3 Estimated Sale Price: $ 69,000 up Indicate the proposed source of water supply: Individual wells ( ); system ( X); private community system ( ). Pasture 9.5 acres; acres. Gravel( ) - Minimum complete development of the Plat: proposal to the nearest existing water of nearest main: inches. 1 proposal to the nearest public sewer line 1 yr Is dedication of any land for public use contemplated: (Parks, schools, etc) No (X); Yes ( ) - Describe: Sq. f t. Indicate the proposed method of sewage disposal: Septic tank (X); Lagoon ( ) Treatment plant ( ); Other, or combinations (Describe) Public List utility companies or districts expected to provide service to this plat: Electricity: DEW ; Gas: WWP ,; Water: NW ; Phone: PNB Acres ALL SIGNATURE BLOCKS MUST BE FILLED IN, IF APPROPRIATE, BEFORE RETURNING TO THE SUBDIVISION ADMINISTRATOR ACKNOWLEDGEMENTS I, the undersigned, have completed the information requested, and the Preliminary Plat has been prepared by me under my supervision in accordance frith the re.uirements of the Spokane County Planni epartment and the laws of t. - +• fee,. • Washington. 0 S 1, Signed: Address: N 909 Argonne Road slued', swear under the penalty of perjury that the above respdnses. truthfully and to the best of my knowledge. I further swear that w 1 AM THE OWNER OF RECORD of the site proposed as the preliminary plat, or if not the owner, attached herewith is a written permission from said owner authorizing my actions on his or her behalf. I also understand, should there by any willful misrepresentation or willful lack or full disclosre on my part, Spokane County may withdraw any Declaration of Non - Significance that it might issue in reliance upon this checklist. NOTARY SEAL` A. B. A. B. isio Signed: Address: NOTARY: PART II - TO BE This subd . (� We are (not adequate water for C. E. Private (wells) (water system) is o ox rurce. eclat() /»tQ Q� C�z . Lc urrve ' s amt C(.ftt Co ignature & Title Spokane WA //e 1- S — b6 CZ..., i E..3 igna ' re & Title 8 e f f 'e L e 5 itle PE. 52215 COMPLETED BY WATER PURVEYOR Date: 12 /4/85 Phone: 926 - 1322 Zip: 99212 Date:/ a_ Phone: /y .2 y is s a Zip: Date: /2-' /5 (is not) situated within our service area. o supply this subdivision with (industrial) (commercial) uses. ve not) been made to serve this Satisfactory arrangemen i :ve proposal. g: , 1 9ite L t • . D. Signature (only when items A, B & C are true and completed) approved) 6Z (d ed) as ( l7'i 9 .c �c1LJ Signature & Title 't2cJLc� atl interim water KC{ ct2e meat-: a,G -ems. 12/4785 Dane PART - TO BE COMPLETED BY SPOKANE COUNTY HEALTH DISTRICT Health District staff has (has not) completed a field investigation of the site. Health District requirements for prel nary witg (have not) been iiitsfied. a :-✓J Signatur %• Title 1 `1 IA Date Iti PART IV - TO BE COMPLETED BY CO. ' ENGINEER'S OFFICE A. County Engineer's Office requirements for preliminary plats have -.have nett been satisfied subject to submission & approval of drainage calculations and drainage plan. ,z-6 -S 5 Date PART V - TO BE COMPELTED BY COUNTY UTILITIES DEPARTMENT A. a unty Utilities Department requirements for preliminary plat have '-hiwt been sati:. ed. PART VI - TO BE COMPLETED BY COUNTY BUILDING & SAFETY /2 -!6 -Q) Date A. Fire flow of fjjdp gallons per minute :equired for proposal. Date 1 .{ 't Vazr t WaR . . ■ . I A . " C‘ 7 .. ';}'Itt0.4.411.1it;i)iiitraq.Eifkgrertr . 1“. • rtrH .de sity•Wl 4 ''' ,' • . ., ' .-, 4 , „. :;:::::::, ,, , , ,@;:m 1 h i % l i, ' 11,. 4 '.' : ' '-'1AV`MOtir. I _11 .01 dl ' . ‘.2. r 5 : 24 Agact z : 4 .r . t tl nrck, : ng ." , ,tt? irk opfl tr '144 itells.pt Aisle T .t . z z „ at iga,Afra 4 ,inpriAt , ' , 041 , ,,P w zittw4 4t 1 rit: 015 5 z iiii e 41. $ 4 f 241 ikenc,4541 ,14 'hattl:ilittheCdietAnce,)ti i; m1Iesqq w. ,,4 13)1i1.4iiiiavielbou“ i;)4,4 akt;',TiAti tlit; ifs../4, - ,, , •4,.. , , 31, , tjtc..-.:: PictgnaCilitieS., s 1- ., i kr C if - ftitA i l t 141 P * ; gov -, , , ' t i t ti ll .... ......„.. A ND 74 USirk : ' ) Jr?. €. :I, Afr i „z,f, z Coloprelienitiv.e.APlankaategoiyni . ';zzAllrbitn NO ;t:.4 r-I '' clf, 14OPose' d Z 'S 44: 14 " ""," 11 ti,z - tiat4. AT 'ziAtt.th 1/41/4 Arzlire fr;1/4 .1/4444z0.J.{ Wi.rizi*nilt.'"*.itti .1' eit,t,, ' ut.vi v i .tiOMMITAW(.40MfAs,73.14 AindiCate the ;:p roposeu • fJ.4.4 18 ,77:;;-;-,, , ..i:7 -.; r + I "krp . ,.... . a‘w, 4y, . 1 1,4: .A ., Jr_ a 1 i - Pt nfitt • hn 4 Single }4 ally 4Dwell.14,4 4 or 'kif ysduplexes: . . Multi-family 'dwelling units! ( . ) Indicate 'which lots: . Mobile Names :: (raw) •:,z.:9,q :( ; '2), :7sp tiler, uses:1, ....t •, , ' .-. I j . . i , ', : . . ;0.t. Velojil,40'e PA tot,lihrwANtze 44 ' ' :.-.Y. , -;,,Ir,': , '• ..4„. t tk t tr e go 4 ' tzi,€ As 'IP, 71,•-',*if "Ar 1g ciar ' l zi i. mi .1f-AP , .42 - 4" ''..i ikzAtt 'fnVeseribellay. . •.,Use g a tt p r X i ops's_ed m q i njAhO,, , , ,, ,,F te lat_i t ?, :„ .94: 14 Hztt:fa l tz; Asiu ,21,4.. n,fir , t ti . .. "I;t1,7 t re fk ri gt 1 t 4P M Vr iii *,45 : 1101/ AtifgtirtiO C A*441 1 4.Wga.70:P21 , 4SAKIMPOI, 'liaL i th % "4"1- ;;;Ait r nit'uSetiif r izirthetqatoPiarttiprop - ckeedlitd4,100 1 4pat t ret:,,Pticitira;Mi o N + .7 *jii. 41 ; 1 1,;,1] , iiity,e..;,64:t'." t t "citRa,,.."1±1f2. 40,thc,&.e. Ac o ted Wsti a es: eiyIeRg'.ciftTusesfk„CultixaOland.:0"'"A4v9Hc'et4iFPE1•11,;:V?Tr '" < ' ''- ! ?o‘ : :; 1 0: tber:141*zi rt hzMI C 1601 ' c an- k racra. I TI.S>er•16,1, , ,,M1..acres, tr A, scan . rz,40- , , - 4, ,„. t i R, ".. , .,, , 1 nrk."1 IL,t4,0 --1 v "ph ' kA a • '". 4: if " r iiisa l lnimal gt4 " ' ' IV Oi r iiied?, 4 0 "?..C3 4 '''..a. triszli,r411. ' ypelp; y, ozzo 4,, ' II tiliz4d .4 t t , t ii ..r. , s z.4) t .1/4 'zt.:z. 0, ( 11/44 Jt■t ,i+ . 4 • A . 1 1 1 0:t . • I . 1;VII 1, V 410' ' a :yVg uSC 4 ‘ 4 ) V v f t 71 ;1 4 -t- 7t t: •'' ra$Vt..ttil ; Amount of land in Subdivision: ' 9. 5 ' Acres 'Number 'of Lots:: suBDivitosTiimiEts:cc'aiitriv - I Indicite)thePcoPOSegMat6d'of '* Irg AW ' 4*, ,44 ag EI PP1 4-, '. e134c A;aulCi 1 0 11 ka L agOPS Treatment7plant . . e Indicate the proposed source of water supply: Individuhlwells:,(- .)1 • if I' .....5,v,,ext:i'p 'tvite too. dsho,k,‘ 4 aitiAl iltit4V '..- 10," 4.3" "v Nfelril :t H---•-••".-•-•-:- Ilv MA, r 0 r V .., z tl; hit ti '1/41Railltbk • a '47 F Re. id.HUS BE Pe flLE ISTOATOR 1/4 ctit; *l i t* ? i3:1;4°1t ACENOWLEDGEMENT 2„ e dttte clue arka 4 .2N atis fit hat completed the orma nrenrk k ,1 #4 4.0 .. 4 - 1 .1tit/t^' '9° 94kItir'S'noirl"." Iffi nfacco idance, "''"tritiide'"beetbrireparesifby i me . •-7. A rt.en litArq Cr t-eSPokaneCounty m „AL., :• L I " mu ; ' e ir talen I t a •-; the °r 2 :?•••: ' e ' Washington:91;3 4.4•I j . ` ',4 VII 3 I 3 titifb-tHi 4 4c '' t4 &te 3 t 0.10 cilt, ' 4:d:4 c p.: a le sti ti. a ,..:' i aft, kJ:late: . t 4 1 47 4 , A,S, , Is I'VAcklress!., 4' N1'909 'Argonne Road '41' 4' :1; crP6'Zl122V & . , ' 4:.‘, "t` Spokane WA • .; : :. • :1, Zip: 449232 ,.: =. 176 78 c: y0 S, ' t otnt, "2:442r. PsTV ar r • -1st* rq! .441-1.#1,0,41. S ••• . • •i• v , w- s ituatedrit,14.t; j euF ,.sen • 4:InV" '''' ‘43 ciat Aiimaea. e a s (not 4404 Ai td,,ia.aequatec,water,o; (co:miter C. tO M1Satiaf Eatery dritraligemen. PF;91),At gnacifieV( eaikWha n n tru end, • -4•1•1 D er ili a.ri • "'' •••gex eitn,",24' , oe t o- e • A0 ciimp. „ Le E gt: Pri d e e4),teso - - ,a e2.„ we e water; sy -e_, tis • aPprov d ry, Y. r , r :4)1; .4 1 0% ;044/Vel. IP 1/4 1 :5 1 44,4 f or • Sp t,h ti,vr ;14 2/4 - • 22.4,1, yO4M4NbeenlMaile Itorryets140 .„.5.4.1t.„4,wan.Lot.”Int 1 1 •LosAilits•wl,W *P"c01'4"e,rii • PART III - TO BE 'COMPLETED BY SPOKANE. COUNTY HEALTH DISTRICT 1!? ea( B.,Mealth,Dietrict • it:A- lio ieldnavaiiaati kitO 1 *.faffig1100r . iiMenOlifa " 'MUS.Ankc '1"01' ; , 4, di 341 ottm dPART ° IV ;17,1701..13S ":" - ‘k - i • ■ • Aga 1r 0.ka % ••• niSt4 ‘AWItrIVL g i c riCe ge.‘ .j.,r Date'PA 4‘4v1"ili" wr Ott41 9* NTY ..„,„ • at Ar; - ,rgeOity i4 c End/lairs:a of & 4 t4: 1 5 6 141- 'ilt?iarnali\ t ,"nlzbe*PNL:-4117VIN•ilittlAi a orpireilmintix‘"yLtikat "rituitg ,etkis Liou7;!L,Ra.0.9.rainagwtaiEvlyqi,lpfNYPvItlivereariajwair4, r ' lacf,yr1/4104 rt417, 4 ,, fir • , , , p .0 ignatwrei•,&; • ; ' ) qgitiklpilgi4 2 441q)iggt:ggglg:ggit [irll'Cri' k. gra/if , 4 pLit. kr . .vo 'N. • t eitg .}? legiarzlearlrowa 'km; ;* • 47 .14.• etArequjninentSk 69' p toast' e tirith/. • •••t^ #$ • . "I • s 1 fa- - 10 t e 4 , k, , ffit.r itsa e Titleral • smoiDneir • , . 779(9 2424 r' PAY 1 • • • r Y4PARTIN4r. TO BE.OmPLETEDglipa Y.. COUNTY t"BUILDINGY6 t s tiqt • 7•,;. -"i'4,it;2 I 14 ,,i .,...i . • /, 1-14 ..- 41 : X•,, -, w.'.44'14,r ii ft' 1feirdidttse.„-,0 ''•rar r ) girelf lOW• of ; n'our..../ri .. 9 garittize s Per!Yaiinctt.:.eijuired 'ffoilProp ' 1,14;:iLVdt0944KM: i'p,,,,y•••.•:,, 0 A ;',,, ;%■VIYIg'&414,4ifric ; i or4,,,4 I" Pa c' k ii i 't , 1 . , .,,, ,, - 4 . e rn l. - t‘ 'n ' '.■ `, ;, ,ii ' ‘. •ki Ae (V • kl, m t N..o. '4 ;0•1 •ritselv",41 ' ”12•2,,;•, 41; A . OWNER ENGINEER Remarks: D. SPECIFIC CONDITIONS: S P O K A N E C O U N -T Y E N G I N E E R - - P R E L I M I N A R Y CON S U L T A T I O N— Project Name: 4 5i.q/7yA/0 PROPOSAL • Number of Parcels: ` i Section _1 T. 5 N., R. 6'4/ E.W.M.; Quarter 1 2 3 4 DEVELOPER Name: ren. rag MI "In or Address: //q ? 2 41 ri AGENT Phone: Business -,q. 3 3 n Home Name: Address: Phone: Business Name: :›r4rSi -7 , j Address: Phone: Business B. PRELIMINARY CONSULTATION: Date: /Z_ / 10 Remarks: y y Preliminary a) Right –of –Way /0 Conditions b) Curb yEj c) Sidewalk y 5 -. Xru .U0 NO d) Pave y'J-i ye 5 ye s 5•E5 e) Approaches P3 p/,/,'!t5 Ief,C.t/ r,:! -ui, AV1 *vessiches f) Drainage ?kw- /'er.,, s' -'t (te' Applies g) State /City Review Yes ( ) No SO NOTE: This proposal must comply with Spokane County Regulations for Roads, Ap– proach and Drainage in New Construction; Board of County Commissioners Resolution No. 80 -1592 as amended. Conditions are preliminary and may change after field in– spection and review of County records. C. INSPECTION Date: / / By: Fee Paid:( Ye../ No Amount .$ Planning Application Signed: Date / E. PINAL PLAT CHECKS Fee Paid: Date Amount No. 4 Date No. 5 Date No. 6 Date No. 7 Date Mathematical & Surveying. Checks: No. 1 Date By No. 2 Date By No. 3 Date By Additional mathematical and Surveying Checks: By By By By /55 BY p.' exce 5 YE S Y: 4 Iliem/ Home Home Cash Number Check Cash 4: e5 Fee Amt.&Dt.Pd. Fee Amt.&Dt.Pd. Fee Amt.&Dt.Pd. Fee Amt.&Dt.Pd. 4.0- :fl€T / !( A te ! ✓( a " S'&5 1/81 Check 5' 8 7 RECEIPT Dote /z l0 19 75 Received From Pi s{l zaty__2k L .6. 4;4"Rt Address For ttsi i 1 A ii _Nat_ FE ct- P Pay to the � � `' �. S (tea order of � f'/ / a e� ee L vU �u Dollars For • DISHMAN TRAILER MART E. 8517 SPRAGUE AVENUE 924 -3330 • SPOKANE, WASHINGTON 99206 rc ct / tc .,.,,F. IRIv1HRS R MUCH-113S 611,1K 0005287o I:L251,0574D: 19 eS� FRANK SCARANO 5287.• 98- 574/1251 .• a A< SPOKANE COUNT COUP: LOUSE SIMPsoN SNer2• Gentlemen: GSN /set Attachment 5/30/4 ' Thank you. 1 OF1.1C1Z OF COUNTY ENGINEER Sincerely, 1 52 ROBERT S. TURNER COUNTY ENGINEER Sroaaxi ,Waua vow ox 99260 RE: SC/i/tegh0 /q �t�. If you have any questions about this review, please contact us at 456 -3600. Robert S. Turner, P.E. Spokane County Engineer a S. Nelson, P.E. Planning Engineer 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.' ;POI D -1-U UN Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: FROM: SUBJECT: Standard Drainage Language for the Dedication on Sun, S ot1 EA/ C( E /1 et s oN O F F I C E O F C O U N T Y E N G I N E E R Spokane County, Washington Date: JJ 7 ` 19 S cARANJ AJd 1. 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 manmade drainage flow over and across the property. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas not 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. 4. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone Ordinance in effect at the time a building permit is issued. 5. An approved lot grading plan exists for Lots _ , , , & _ Block _ and Lots _ , , , & Block _ Grading must conform to said plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 7. The owner(s) or successor(s) in interest agree to join in any County approved Storm - water 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, con- structing, maintaining, or operation of stormwater control facilities. 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. 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 , n accordance with the A pproved plan on f le in he the County Engineer's Office. 512 /6 44" f 0 p�R V �0� �O�Ah.f a_, fhAl/ � Al SAo►Jr� DYE TO: - 7r1r\, N c H sni- P i= S po ICecnt Co,�n -+- En3tnt Cr- S SUBJECT: Sr ear o;v., -> Act a, T 1ntr. DATE: I 1 1 Si se; Atar_1�_d i s ro�4ccof s 4 rr_c+ p-F -F-v- n — 4 a.,4 m P; ci''rr.. S LA•.,.b.6 drCa,V,Fn r ra r e Ks crud rv,.. cin,,7 pc,^ yn'Ar r ke c., I L 1 . J J re,'" T (1 w e c, I s, : 1I l kn r( J J A cl c .J.. to C- Lw- L 3 /-x, 1.9 (A IAA- k s L t 4—s , u RECUVED NOV 06 t986 County Ea CLARENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS N.•909 Argonne Road Spokane, Washington 99212 Telephone: 926-1322 Signed - 5t4 : ,‘ , _L 6. „ awe 6 4,er • i a 96 curb ' 4 t .. swffer z -7 4 " 4 ” . 0, 0 E! c I sry EP Ex 6 -ICV Disi 4; ._ . .,.,,..,_ c...)...:— . 0 i•C' 3 3 C L...i-J-i , /jey . • /5" 5 /7 5 --- s. ty ---- . )4 0 4 1 c) 0.5 VO • . s oz 2 .z'. 0 ° L 4 , 5: .3 ..5 : \\ — II 21 4 • 4 .. .„ 4 4_€g 4e 71 4 H, eo \11 . '.... 7. Yin L . ...... >. g --. - • ' ...‘.1,...g. /00.i , 07(..- : i _....: -14i 64 39 64 81 . - 14 64 04 • , zt .F- 3 e .4 4;•ik" 6:: 4488 .- ::,5 ' :, ,017 :f4 i , 4.f--T,-,:- /5 04 04 e : 1 ...._ ...... . _ .....__ , - /4 4 4 37 34?! — — .., -- i s-3._.- 04 5-11,. o•-• 2 ,.. ; ,,••7 te4' = - 0 4 1 .. • e,z . -.. ..- 17 1 .:.• - ' s . . - • ' ii_< 3 en 4 I, G7 • ' — 49 1 11.1;:r n .. vi? kik r / .1 cti \ 2 ...45. / SS ;06 i0.5 3 - 2 . . . . .. . . t . . . ? .; ' - m !,... SO ;- ...D --- .7 _,2 / :":".> ,,,z;c , , J 4 1 14e ossf !ost' 05 . .. . 1 I'l I 02 1 - 4e 8...i.' - .. ;' .... . —' • ._...,_ .':! .. . / 0 • ..., ,.' : . _ j 4 a — • 0 ' . ) -; - - - ' ).:4 A (55 :66 L , • is 8j.n4 41 7 5 - BYC a 4 z‘• ,,,, ' ' /'33;;- t NI tt44‘ \ 9 -: t 1 r-% .. '37 ' , f,1101 LLr./ - ' -.-- i• -7 :i. , _?_4± i- : ' -;• ' ?-• 3 -,-- ‘, ev jo•: ../' • • : ... ; . . . .. ■ • ss -4 ... .. .... - . . . ■4 . , • LEFT : e E 0 z 2Z 4% • 4/ter 447kr 'o-b e" r \c§§) , 70 <r g • - RI 6K c//_ L. .,1• • a S4cL Grcz3 ce. 5) • ÷Sc?' • tt „4 - a-2 .2+50 __0 • _Z4 0 _ 4.5c) cur Os es' ti4 3 ' 6 Sa4 s Oo.a- 9 7. s 5Carotno 2 1 ( e cutta 44 Gmitt- .05 87 OS 15 OA. 4 f2 0378 6152 o >1 U' 5 6 — 97_ ° +CD° 7 CL Ac. 0.5 5 -E O4! 0 2- II_ ,37 81 E P Pro3tc+ nnt-i _0400 --a. 4 57 fr _ ct. OG 0 s 7 2- I _04 3 - 7 9 7 8 I 1 WWI EOM a �':.'.. MEM < F? Fe' . J ii 1; • -. EFI diffin Min Ain � CI MO ME El 1 Ill ; � • 2 Q El .N Y " 1 3' MI g 1 Emmtinsi ea mutrmit 1 NE Friattl Bps r 111 diltil IGG 15 1i iirmermilii 18 d • 1. 4-- -- i QI 2 1 ' 1 an 1 1 TH /AV 1 3Y r u . 3•. N MEM 'MEM 6.' 90 VE.MM-I.58 . a - 1110©0 l �1- r N t9 I F•' 3a' a I - I z v e • . N•. , aO / 'H N • r 173 /a 9th Ave. 45) . o Dra Ke oti APPLE WAY l TAT G N. i 2 o i -e 1 9 5 0. � 1889 d' ac , ' 4 0 '° I.P. 2!t1 AVe. 1 ram • 15 k cC .1a 1p1 _'oUR.TN cow N M 9. 0 0` SEVENTH ,x 1`10 c.77a7t3oao7 � 1 3 Ahs • 1 z1. a D 1'15 1- 1u0 a 3 T ti 1 a IM t 214 ' AVE. Ira RI '5 •R / 1Jo ) 1 N2 1 2nd tie 7 3t t ,12 t'I!1 3 23.7 7 6 1`16 AVE. 19 9 nd Ave. NY 1 � i . s. i 1 • t' Ot ' 1 .' or^ o • ,3 loth AN ;.j a- h ' Ve q ' - ��..•... Mir� Mo 1292 C 132 4 •A gni .. 1111 1111 x ) 1 O , L1 11t s.OR� Z `'`• :,`� i th . sew. 1 T 1 1 3 2 3.7 aa , � ` �� o.- 1 L 9 Rt -- Q coT 6, Bk 2 y if Ll Q ��" ti p V AVE. M CA• v M IT - in !M r. NE A N 1 �r • I z 5th Ave . IE I • 1 gull 7 AVE rimmign • dm . OM /0 o 0 Q • I'•1 19 2 01 .19 !! A II I 2 O O' 50' 0 0 58; 19 .,s 1 N4 1292 - 1 � ■ter . • 1 1z 11 19 10 9 a F1 R ST 6 - No.1201TH 0 /30' 4 5 0. ;2.01 5 203 No. 12.01 1 S 13 a 218 1'1 2 see F /[E /201- N nes DEFA9 IGa A a 0 C 0 2 11 40' 1 Z. 1 1• 16 0 t4 No 201 IA 1'1 ID' RYU 3 06 +25.1 AP. 8 YC.AT1*(15' R+. .0 , =Mr 7 EV 1 7 189 Z 04 5 4 2 15 16 2 -. �.■ 5FE' Fa 1 /72L, s- W.. a ' I_ TH P1 M1�5 CEMETERY OF - le pPpORTuN ITY 0 1 4TH' T sTH 2 4 N 0 LL -~S W •T►. rr 11TH 3TH (4TH 'O 181 a • 0 0 0 L94 k o° 0Q LO L 'J0 0 t.) d N j 'ro 9 a oC 111 19 P E 1 MEVISELF J 1 53 2 -85 1. 1 14v 0 DATE 6 - /5- 72 SEC. 21, T 25 N., R. 44 E.W.M. CCALE: I 11 = 400 0 Q GOU NTY :,"SI XTEEK O ES CR / PT/01V NOT ; mow SHADED AREA ncS. 'NATES Vgc.-gT/ n/_TE 7 H1s DA 5 HE O L_. N6 vv-.2,s -1-" a6 .5. /2/ LV L-1 n' ' " 6, a c 'D . 0 E/V Az R•:, WLH �:.:.• ER /N O/C) GkAT /O • / 515 i O/t Ica., ' 'NEN L AT.) ROAD N_ 231 �. 2G3 _ GO" THI SECT /ON REPROD'JCED FROM LINEN TO A'7YLAR 2667 G. Roy No.Z6 0 ,2 TH MIiUIEI illheamm t :7lr- ■-a1441 NI MPIIE1 so iRD 4 • -A., E3 9'g+ I 21 . h 4 0 2 0 to ` G ?3.S L 1112.a S tT E. D ATE 2 E. 1st\ A2KS x• umbE.R. o c LoT3 32 31 NC- LC. 1= L\M •LY TYPICAL LOT SIZE.. 11,455 FY TfP∎G LUT F12O1\1TE 79 FT i c.) — N__ jc2ES or PL G\+ 9.5 \C 2 E.S Fog *. 5C6.2 t 1O tto22 4TU AVE.. 5Po te-ANE WA. <5c) 204 924- 3330 SPRAT ucs Ave. 41 ts,ve Xve (c0 Ave. Z 7 PROPOSED PLAT VICIN\T`( 1t Sc ALE \- woo' ct o I ES I 0 _I 0 I 3 1 7 z I W lI tO 8 — —� 0 9 79 79 79 ?9 79 ' (► 79 79 79 79 79 79 PRELIMINARY PLAT OF 79 79 T9 79 79 79 TR. \74 &TI4 AVENUE SCARANO ADDITION 79 Q\ko' 79 79 514 COURT 79 79 79 BLOCK r 12. ( ( 79 79 79 79 79 12 1 7 i C I 5 1 �. 1 1 1 f511.X,IC 2 OLD 1 042C,La.9..D su b \Vtstot.1 1 I . 79 0 & B\ Oc 79 79 11 79 79 I OLD O20 -0 D J - 79 DtVt3 79 - 79 79 79 79 83 83 N 83 83 83 5 5 2 25 20 25 2r' ( L _ PE 1522-85 S cL \t_E_ 1' 50 DE.G 2 , 185 C L A\R ENCE E. 5 t M2 3 o EN Q S 1NG. N 909 4\QCtORNL QO 5 K — WMI- \\Nc,T�N 99212 92.6-‘32.2. JOE NO. 11560 W W cc sista ant 0 0 m - 0 0 z Z W ®i unnim Lint ant 0 0 0 0 z z W V V HIGHWAY. FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FuLL LINE WTELEDYNE PRINTED IN U.S.A. R YY■ELL No SCALE to 5' 0 .5 r. L +' 6 " Curb Cu4 5`wide No4-e: A 5=Curb cu+ Shall be cons +rue.Fed in + e curb a-1- s+a -toy shown'' on planV(ew DRAINAGE Driveway for Lot -2. will be on wesF Side NOTES 10 All curb cu4s shall be cons +ruc4ed 6" below -Fop of curb 2) A 5' curb cu4 shall be cons+ruc+ed in 4-he curb a-I- 4he low poin+ a+ Sfia 44-80 to 44-85. Z9 ? g Single `Barrel Drsju.ell( Spokane coun +y S +andard Me: +a I Frame a G.ra +e NC. 3 s +a. 4 +90 2s' t+ Top Gra +e 0400 m 0 0 0 0 z EX STING D.B. DRYWELL. 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Mi■■iIN 00. 111111111111111111=1111111•111111111111111111111111111111■111111111111111111■111111111111111111111 ®111111111110 1 ®111111111111111 M — IIEEIIIMIEIIIIIIIIIM:1I 2 211■11:41 WMRn » =l■2111•11111111 =MM 1111111111111111111■— mil f•� NIIIIIIIIIIIIII■ �f•� l..111111111 � swim= all =BM �ofi��N °— am■∎_■ ��Ir•�®�� --- A►11:4a►:E� amallI IIIMI:11:1•1k1 IN alkl1. yl► » reauct ot Ell MI IIIIIIIIIIIIIIIIIIEIIIIII 1111111111111111111111111111===111111111=11111111111=11111 ®s ® ■=mmo E =Imo .1 nr•YmT•1•111/41- r1►r•> aIaI NNE - 2.111111 ■ T El c_ss� fell mss ® ®�� N ar rA 1 • 1� � a = =�1� =MIEN' ��rwli mIwl�g 4�l ��w�!�! i mum mems= 1111111111111111111111111 ® ®— ®�M MIIIE1111111► :c•J MAI ► I; 11TPW1 I1L L II1•1 1111111111'.J:.riINi MINN ®.1.M® _ 111•1111111111•1111 ,IN IVIR1:h INOCIC ■_rSa El NI reficrelaM11111111 Il.ei7. . — ®® lam mom N — i -111•1•1111111® 1111111111111111 111•1111=1111 11111111M 1=1 —e ®e11111111•11 91 :101:1111 :111•11111t'_— NrJ•°raidAli 1 ®1i TAO Edc3e exis-Flny pavemen4- � LJ / / AVE. V N 89 °28' yE 321:.98 5 curb Cu+ (0" Deep 4 +95-+ 5+00 TYPICAL DRIVEWAY SECTION No Scale C-1 exss #iny Paveme% - i „ 8 s N:89 2820 E 8Z G" Curb Cu+ Edge of ears +iny Asphal-I- I � Taper new Asphal+ za °4-e mee+ existing Aspha14 o N / 82.19 co cD m ac 8 ° e9° ` � - a: "1 64.40 N 180.80 10 cV -r= 41.145 L = at. G36, -91 ° V Q CURVE DATA A : " = 17 to' A=1 R= 2.64. 4(o(0 R= 2.64.46(0 T= 41. 145 L =81. !03(0 10 PIERCE lo° NOTE: I) (Ir�llh// �lr /_ /rlEltl G �lll�ljt -. if 1rfl1 - tlr DRAINAGE SWALE (Top of sod) 1 I I II R/.✓ 0 f 0 1 0) 'I o 9 lo° ,ti1--=.111= 111 = 111 = 111 ... ps 132.08 8 Q- N 11 Drainage t Litt Elea of ROAD - -- I Since only i +0 IS {ee! o-F addia Tonal Pavemen4 is retulred a Ion 40-th Avenue, 4he 4-op of curb will be. OS above 4 edge o-F -l-he ex(s -1-in, pavemen+. . , t� 6 ±1, AVE TYPICAL SECTION NO SCALE a02 1o �- TYPE X CEMENT CONCRETE SPOKANE CO. STANDARD Taper new Asphal•1 ao° � 1 Pr ee+ exls +in Asphal+ 4Ed of ems+ir1, Asphal4 CURB C.44 — o _ ( =ttt =( DRAINAGE SWAE�Top of So L. cc uJ SCALE 1 = 50` o ' 7 " -- EDGE OF EXISTING PAVEMENT 2." ASPHALT CONCRETE PAVEMENT CLASS " 4" CRUSHED SURFAC1NG COMPACTED DEPTH Q ROAD PIERCE ROAD TYPICAL SECTION NO SCALE o / -115 Z5 18° 9° E ROAD , EDGE OF EXISTING PAVEMENT t 2 ASPHALT CONCRETE PAVEMENT, CLASS B 4" CRUSHED SURFACING COMPACTED DEPTH TYPE t A l CEMENT CoNCRETE CURB SPOKANE CO. STANDARD -woo 13 __4 •P .• // /O /O s% 1 8 P 6 1 40 1 Vt5T - 1 .,I .3-o Mel of SPOKANE COUNTY Al EUO *THIRD AV‘ 1 )� LE.41F 67z95 5 07./4 u/v/ rS / Tf/RU43 21542 -17o1 1763 A PPL E IJROVE _.35'9 -Y9 J sp \ - /38.09 1 NO A 'E ; r - 1 f /-08 fi os• 0E . , , M i 131,119_ 37.19 -FOIST - - - AVENUE - N ITv 5 •1 6 2 • -E1 CHTH B Po el. 17$.47' I7S.34 t75.3e' 9 0 75 134..4'7 1 /3o./7T fe I 1 B I HI r IJ i E �Fli C i ( � I C I r 1 , , so., � ® ® IC ® 1. I I6,1 � I I 1 L_ __ _ I e J I 1 G 1 1�1 I 11 --+ - � L:1 1 � _ 2.Sw' Std � _ 13 0 /30 a _ - 3Sa 3¢ -� . D E I/ K I L (z31 ®`I i u; I g 7; o • r" — 1 -- 4. -- —1 ® 1 0 it 1 ® 1 16.47 0 1SO. 0 1 t 0 M F! H /0 1 12 " S ''' /:18.1` • KA , D C 4 - ® U ' 86 aBV/ z 27 `'°® BO' 7 .44" 8z.57 O. A, 3 / 10 4'1 1 8o 8./.41 e IH ®1 ® 10 i G I '4 LI F H A 1- 5 / I 1 1 1 1 80 /49./'f SEVENTH AVE 9/. Of 8SJD 4F1. f! ii2. ENGINEER FILL Na 1064 1S)ACk 193 Deed ilia 9013'96A-8073590-907401 -+2 -3A 4/4540 2 - 68 154 •• •• 901394A- 907396A 4/9- - .3 0 .. 155 .. 9011390 A- 9074008- 907404 -5 -60 75456 4 - 6 . 76 • . 300 •• 90/697A- 007407A 3546656 4 /lsl6 - 7 -8 4 175 390 3ZS 413. /a 0 ( a • 4 /5 /5.4.1.7 1 /00 1 80 80 8v V 3 1 N le 16 lc I$ 1 1 I © i - �� ; 1-4°- - — — — -- 4 M %-- -- 19 4/9$.19 - 44 - 4s8 0 /SO S'a N q4. b I I TF- L 1 49 1 /ss /i0 [ //6 �. - ' Y' idjE 424 -, • t - -'_ -4" ' � -mac 94 j 1 1- ( 7.5 1 /60 N J I i I I 8 1 6 R . ® rr I ®IO 4 0 0 4 2.0. 6% o F/R .5- 250' A O DI T / / ON o (� ®7 z5 air ' 0 . 0 ,? 1 //6 f .. .,I .3-o 8 I ,6 1 .14 h r -, ..j I JfI -,, of SPOKANE COUNTY Al EUO *THIRD AV‘ 1 )� LE.41F 67z95 5 07./4 u/v/ rS / Tf/RU43 21542 -17o1 1763 A PPL E IJROVE _.35'9 -Y9 J sp \ - /38.09 1 NO A 'E ; r - 1 f /-08 fi os• 0E . , , M i 131,119_ 37.19 -FOIST - - - AVENUE - N ITv 5 •1 6 2 • -E1 CHTH B Po el. 17$.47' I7S.34 t75.3e' 9 0 75 134..4'7 1 /3o./7T fe I 1 B I HI r IJ i E �Fli C i ( � I C I r 1 , , so., � ® ® IC ® 1. I I6,1 � I I 1 L_ __ _ I e J I 1 G 1 1�1 I 11 --+ - � L:1 1 � _ 2.Sw' Std � _ 13 0 /30 a _ - 3Sa 3¢ -� . D E I/ K I L (z31 ®`I i u; I g 7; o • r" — 1 -- 4. -- —1 ® 1 0 it 1 ® 1 16.47 0 1SO. 0 1 t 0 M F! H /0 1 12 " S ''' /:18.1` • KA , D C 4 - ® U ' 86 aBV/ z 27 `'°® BO' 7 .44" 8z.57 O. A, 3 / 10 4'1 1 8o 8./.41 e IH ®1 ® 10 i G I '4 LI F H A 1- 5 / I 1 1 1 1 80 /49./'f SEVENTH AVE 9/. Of 8SJD 4F1. f! ii2. ENGINEER FILL Na 1064 1S)ACk 193 Deed ilia 9013'96A-8073590-907401 -+2 -3A 4/4540 2 - 68 154 •• •• 901394A- 907396A 4/9- - .3 0 .. 155 .. 9011390 A- 9074008- 907404 -5 -60 75456 4 - 6 . 76 • . 300 •• 90/697A- 007407A 3546656 4 /lsl6 - 7 -8 4 175 390 3ZS 413. /a 0 ( a • 4 /5 /5.4.1.7 1 /00 1 80 80 8v V 3 1 N le 16 lc I$ 1 1 I © i - �� ; 1-4°- - — — — -- 4 M %-- -- 19 4/9$.19 - 44 - 4s8 0 /SO S'a N q4. b I I TF- L 1 49 1 /ss /i0 [ //6 �. - ' Y' idjE 424 -, • t - -'_ -4" ' � -mac 94 j 1 1- ( 7.5 1 /60 N J I i I I 8 1 6 R . ® rr I ®IO 4 0 0 4 2.0. 6% o F/R .5- 250' A O DI T / / ON o (� ®7 z5 air ' 0 °wtA-T ' 1r ..A S r DlV 15/ON -8T11 103•73 ;IO 99.82. 3/i 72 e o IIAL EY $© 7 /34%27 1x74 gat off ELEVENTH 1 'g t I -0- -x T W EL-FT+4 5-.BS° 5'#1 6 - AVf N UE - . � A�/�'r'.__ ••• 4 / /05./3 87 90 /.1!5 8 /90./2' ' / ./S ./' i ° p, A �` tr• so f 3/0 EA A EC EP V' r y ►t3;' /¢ - 2/ 4'5 F /fTEE-Aini 9 6 /7 3 _ f3s AVE S 3S1• /15 a 6w As /20/ 2/0,58' O io 2 /a..a'/ TWELrT '° �s ZQ /70 1 DH H -7:74.7- M � GG Ie K " ® i ' KC ® I I KF • 0 1 IN KA �3 1 1 I K t ` I 1 P DD z DK N 1 fo b rpe ite4 A4 1 0 /4 I I ,me " I I aI � QI tiH I NA IR I ®I2 L 60 K. RA1 ► s f D� T DI 1 90.85 ye-e '9 0-85 ( — DF DL. DC DE (3 .yl I . I — — - -- _L_ K I KC K I I I 515 t9 M 300 65.8 VB Re io ® r RA g P ' 4 0 / 2/ , dig 20 . A ,.� r— P 1 'b la n •L .rte /60. • /1 a: Rc ELEYENTH • z8 / • SO DDD at I DB ry 1 w ar AvE tit W t e 9 ef:d 2000.4e D.c 4 17065 - s -7 -8B avert 225. B O 4/1.4' THE "yrs CEWETERY �XT I'4 1 40-/4 . 4- s tie d ti — 7•H ' T 1 Or 4n 4V 1 1TH 'o 13TH ;--� (4T —�Q CC t 0 * 0 Q ty 4 o°: ■.11a t0 L to U Ii N U A ' ) Q 0 Z 9 h N SEC. 21, T 25 N., R. 44 E.WM. OCALE: I 400 1 32 2E V I SEYD Q40 0 DATE 6— /5- 72 .+ COUNTY N O T E Eissuri 41-1ADED ARFA Z? S.' ATES ' VACgT /OA/" 'O I d t in a + n/OTE 1.7 7 /5 DASHED L: N6 WAS ),:, H •- -/f 5. 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IILW 11 IV ILIPMENI/N,..7.111 WA VIM si Kuril IV Mnnnill.11111 11111111111111111111111111111111111111111111111111111411111:74 21 2111•1111:4 NMI kl IMI 1 . 1 2 nal 211111112® SCALE 1"= 50' I` _ Sod 0 0 5 i 6 5f + / -'. r.. o \\I ?.:5: 1 1 c "Curb Cu4 5`wide Drywel I ( I No+s: A 5 - cu+ shall be cons +ruc 4ed in +he curb a4- s +a-hon shown on planVtew 79 Sin51e barrel Dryu. Spokane Coun +y 5+ Frame > G.ra +e NC S-I-a. 4 +9S 25' L+ Privctua.3 for Lo+ -2 Will be on west- Side I(,- Curb Cu+ I) All curb cu +s Shall be. cons+ruc4ed G" below -Fop of 2) A 5' curb cu+ shall be cons +ruc +ed in 4he curb a+ 4he loco poin+ o+ drywell. EXISTING D.B. DRYWELL Abandon by me +hod Approved by Coun +y Engineers NOTES Normal Swale Slope 1.5 Edge of exts+ing Asphal + --� Taper new Asphal+ Zo ° +o me.e+ exis4.ing Asphal4 __ of N / ob 1 82 82.19 4 asl' 73.73 6" Curb Cu+ 64.40 If) 9 N 180.80 N CURVE DATA , " A=17 to' A=17 10" R. Z<o 4. 460lo R= 26 4. 4660 T =41.145 T = 41. 145 L= 81.G L =81.6360 IO 3 ll1 !,1,l _In= rn`rrr DRAINAGE SWALE (Top of Sod) 2005.00 Tn-> of orb 1 e I �I 1 . I o I 1 2 5- I3a.Co8 I I 1 II I 1 j 1 1 1 4 1 8 o- -- SCALE 1" = 50' 1 I N 11 1 1 i Dralno c3a. i WI iiy E - - - - -- -- Taper new Asphal+ 2.0s 440 ------- - - - - -../ .` gc 20° f rnee:+ exls4ing Asphal+ c,rrsnrJ I r+tc exit - l - in, curl RT - - - oN � o- �Ed9a of is44in, Asphal+ PIERCE — — - - - L ` - - -- ROAD Y 0 TYPE ' jA � CEMENT CONCRETE C URE SPOKANE CO.' STANDARD ` 1400 4-Lk --! 1 varies ROAD EDGE OF EXISTING PAVEMENT 2." ASPHALT CONCRETE PAVEMENT CLASS "6" 4" CRUSHED SuRFAciNG COMPACTED DEPTH w 0 0 m W FO 0 Z.Z W u V u V z 0 O Q W F 0 W w Z 0 V O Iu 0 u., Z X iu F c.. V X L' • H V) d ( m N 3 +OA 5+ DO HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE 1•TELEDYNE PRINTED IN U.S.A. 9 +00 10 -00 II IIIMMLimi mi _ . !m*,__AVNIII III . . _ w . r mmi MIIII °MalrAll MO III ta a p[• Sys MIIIIIIIIIIIIIIIIIIIWIIMIIIMIIIINIIIIIIIIIOAWIIPIIIMIIIIMIIPININII � I s MI !mil 1111170/161•71:41=1=1111111111141r1:1111: . OM= IIIIIIIIIIIIIII o DEDICATION KNOW ALL MEN BY THESE PRESENTS that Frank Scarano, Jr. and May Ella Scarano, husband and wife, Farmers and Merchants Bank of Rockford, a Washington corporation and Dishman Trailer Mart Incorporated have caused to be platted into lots,' blocks and street the land shown hereon as "SCARANO ADDITION" and described as follows: THE PROPERTY BEING SUBDIVIDED is that portion of the NW 1/4 of Section 21, T.25 N, R.44 E.W.M., in Spokane County, Washington, described as follows: Tract 195 of Opportunity,as per plat thereof recorded in Volume "K" of Plats, page 20; situate in the County of Spokane, State of Washington; EXCEPT the North 495 feet thereof; Including that portion of Block 1 of Old Orchard Subdivision, as per plat thereof recorded in Volume 3 of Plats, page 11, situate in Spokane County, State of Washington. EXCEPT that portion conveyed to Spokane County for 6th Avenue by Deed recorded under Auditor's No. 289991. No more than one dwelling Knit 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 & Safety Depart- ment, 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. Individual driveway access permit's shall be required prior to issuance of a building permit fbr driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer Office. Use of private wells and water systems is prohibited. The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to.object, by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or succ/essor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Each new dwelling unit shall be double plumbed for connection to future area - wide collection systems. Subject to specific application approval and issuance of permits by the Health Officer, the use of (an) on -site sewage system(s) may be authorized. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 11, foot wide utility and drainage easements to be platted as shown hereon lying adjacent to lot lines for the purpose of installing, operating and maintaining utilities and drainage swales and drainage facilities to dispos=e of runoff is hereby granted. . The County of Spokane is hereby granted the right of ingress and egress to all utility and drainage easements adjacent t� the public rights of way. The property owners shall maintain the utility and drainage easements 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 th drainage swale as indicated by the grade of adjacent streets. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. 11 foot wide easements are hereby provided on the lots as shown and shall be used for drainage and utility purposes. Access to Lot 2, Block 1, shall be as shown on the approved plans. IN WITNESS WHEREOF, we have hereunto set our hands and affixed our official seals this day of , 1986 Frank Scarano, Jr. May Ella Scarano Farmers & Merchants Bank Dishman Trailer Mart, Inc. of Rockford STATE OF JASHINGTON)SS COUNTY OF SPOKANE ) ACKNOWLEDGEMENT On this day of , 1986, before me personally appeared Frank Scarano, Jr. and May Ella Scarano, husband and wife; Ron Bertolucci, known to be Assistant Cashier for Farmers and Merchants Bank of Rockford, a Washington corporation; and ,known to be for Dishman Trailer Mart Inc., a corporation, 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 said corporations on oath stated that they were authorized to execute said instrument and the corporate seal attached 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 Notary Public in and for the State of Washington, residing at , Washington _ 0 = ■ = II A 11 A = 17 °41'10" R = 264.466 T = 41.145 L = 81.636 The bearing of N 89 °28'20" E along the centerline of 6th Avenue as per OLD ORCHARD SUBDIVISION was used as the Basis of Bearing for this plat. Scale: 1" = 50' Mon. and Corners Found (as noted) Corners Set, 1/2" Rebar w/ cap '#706 Subdivision Boundary 1 2 3 4 5 6 7 8 LEGEND LOT AREAS LOT BLOCK AREA 1 1 1 1 1 1 1 1 CURVE DATA 12,500 12,493 12,486 12,479 12,154 10,920 10,883 10,821 D = 17 °41'10" R = 264.466 T = 41.145 L = 81.636 SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. BASIS OF BEARING = 89 °34'36" R = 20.00 T = 19.853 L = 31.268 I nereby certify that he req have been paid this Exa.ined and approved this Spoka r =' County Assessor Examine e County Treasu a .s Spokane County Engineer Exam i d .,,,, a nn nd appro Spokane County Utilit`es Spokane County Health 0 W Q o aj CT Cr W 0 > 0 D COUNTY OFFICIALS Examined and approved thi 20 +21 RPs: By er By d this Examined and approved 'this FOUND V .R. SPIKE 662.96 , FOUND PK NAIL 662.94 uired taxes day of t Id approved this F a .: "' day of rector SW CORNER TRACT 195 Spokane County Commissioners Chairman 1 FOUND MONUMENT CASE WITH COPPER WIRE I N 3 / 4 " PIPE I N CONCRETE tack in P. Pole flack in P. PoI e. tack in P. Pole Deputy y day of Spokane County Planning Department Director Examined and approved this — day of )0 PuxdL Aketbt Jay of to N 1 0 0 I 1 61 io _MI Fl 01 ZI 1 Z1 JI H U a1 I—I District dealtn Officer N CO 79.00 N 6th v 514°E SGO S84 °W 79.00 71.96 38.95 112.07 ro d' 0 0 Z This map correctly represents a survey made by me or under my Direction in conformance with the requirements of the Spokane County Sublivis 0) m —S89°28'20"W• N 89 °28'20 "E AVENUE the here 'n platted land L. ,1986 ,1986 ,1986 day of ®CG��k /.dot , 19 8 6 , 1986 , 1986 1985 79.00 4th N 89°32 "E 11' UTILITY a DF 79.00 8th SURVEYOR'S CERTIFICATE 0 Z - , n /` I 1 \/ \ , I — —N89 °3200 "E ▪ 0 O ® o 0 79.00 BLOCK AINAGE EASEMENT � — 79.00 321.78-- 321.98 0 Z . /I li/ i/1/ 1I_I ...Z I_)l i, 1/ J PL.() (.:7 I._ , N89°22 10"E Charles E. 3imoson, Professional Engineer & 79.00 1325.88 AVENUE 662.94 642.95 i/ 1 NOVEMBER 1986 1 1 AVENUE 1325.98 - - s finance. �7 or N 89° 28 "E 180.80 I-- cr tr I 3 � ' 01 1 NI IO 01 IZ Z1 1 1 if- 1 3 O / � IM Ia- FINAL PLAT It UTILITY a DRAINAG EASEMENT c0 VI ti CO 25 11) 1i t) co 0 z FOUND BOAT- SPIKE W/X 0 0 U cr 0 N 0) N M d" 0 0 0 MI 0 O 1 ( FOUND NAIL ON SPLIT FROM BOWDISH TO UNIVERSITY FOUND PK .37N. .25E. FOUND SQUARE HEADED BOLT SCARANO ADDITIO\ A PLAT IN A PORTION OF THE NW 1/4 OF SEC. 21, T. 25 N, R.44 E.W.M. SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEEKS, INC. N.909 ARGONNE ROAD PH: 926 -1322 SPOKANE, WASHINGTON 99212 1- 0 0 H C Z Z 0 0 W O 6 z z SCALE I "= 50' TYPICAL DRYWELL LOCATION No SCALE 102 Sod •--- 0 i 1 Drywell No+e : A s' Curb cu+ 0 L' ("Curb Cud 5de NOTES i) All curb cu +s .shall be. cons +ruc4e.d Co" below -lop of curb 2) A 5' curb cu-1 shall be cons +rucf ed in +he . curb a+ 4he low poin+ a+ drywel1. shall be= eons +ruc - Fed in •he curb a+ s4a. -ho n shown on plan View 79 T9 Sine barrel Drys, S poK ne Ceun4 S+ Frame £ Gra +e NC S +a, 4 +A5 25' L+ 79 — — — — — m� 0 z - DRAINAGE h 0 N o,P L79 v EASEL LEN 4L N69 1 0 0 0 0 z ict \ , 72 ell(Type A ) andard Me +a I .3 Top C6ra +e 04.00 o c6 u) EXI5TING D.B. DRYWELL t: -1- 79 Edge exUS+rn5 pavemen•4 32198 5 LS -Curb Cu+ !;`Deep 4 +ao-+ 4 +SS 0 0 0 0 2 0 06 in -79 79 our T9 5.78 -- 7 3.92 T! AVE. 8 4 Cerr,en j' oncre +- Drtvewa j TYPICAL DRIVEWAY SECTION No Scale. r 10' 79 ormal SW_ - "Slope en► m °D N m 0 0 Z 8.27 ,' 'b(< 1 `- er 10' G" Curb Cu-I- 82 3 .O 0 0 0 Z cD N m 82.19 N 73.73 es }in9 PavemeTtF� 1 11 N , 180. 81 N.89 28 20 E 9 *__8 t o T 64.40 HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE PTELEDYNE PRINTED IN U.5.A. A.= 17 10" R= 2!0 4. 4 G& T= 41.145 L= al.10310 /" aE CURVE DATA 0 = 1`7 10 R =264.4610 T 41. 14-S L= 81 . 63 PIERCE 10 luiil ?xi _u 1 �1113N1�rli�,! • t8° DRAINAGE St/AE 0 ID 0 • 11 I_I\ =I\l 111 I — .1 1 l. . � (Top of Sod ) • •n 11 Draina9Q i Uttitiy ,Ear ROAD 01 co Y In Qment L G2 ®5 Fo � p 1c� 0 -� 6tb A\1E TYPICAL SECTION NO SALE R ✓ 25 • 16 0 varies fT �o e -TYPE A 'CEMENT CONCRETE CURB SPOKANE Co. STANDARD —' `_ . 1' 1 t ROAD =s MMIMI I R•�■�� a ■ v __3_ _ —_ - _ fi II�itr'U�■�a�� = �M i7 ��s — �M: #v��11��=.'�I:T�Ai cam® . ■��0� — — -— _______________ji -- __ ass ®____ ■� �� — MMIMEM 7■, ■r iv•+��u•�•+� ® ®® � a ® ® �� ®— S�R>AI!1aat`'�l�iE�flh 1� �i�ltll�7\�lif1 ►�1» �:� I MUI — -- �� —� �e —► � ■HTiT•1 4 11- IefmL' 1 ►� I �� 1m7 \ .7■!]�i�[•v7� is i3i LA A -� • \ T — e r.1r.7E;r! i1r.1rw ��-- ® ® ® — ■� ® ®— —® ® ® ®o ate — �■�k &___ * 1 �a�� mot• �■- � ®s w -wr._ X.T. lei '1.1. 1.7.r. �•�,� • — ® , . —� vr. EDGE OF EXISTING PAVEMENT - Z" ASPHALT CONCRETE PAVEMENT CLASS "B" `4 CRUSHED SURFACING COMPACTED DEPTH SCALE 1 " =50' r\ T C ,# C° 4 5 -T 8 g 1 p. Ne ® ■0� — �;1 marl !•� ®�� ® �'�B_��o r . kie _1I e;—_!_ ai�■ ��o■zz�s —■�® — ®�n►�� lil•��s — �� —sue -- s��ti �� ®�e�_ _ _ ter.,. ��e�nt — _�I»n:41KrA� 4WINE_�- A:;a1I_1��013kr— ■__ .v r-4 _ '!_1_ y■��o ■� ■��— ry_— ��® ■tea �ele__ -4R .iL" _____ EMmc a INE .. k ‚ 'I — isals� ■� — ®��- -sue