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PE-1682-92Contact person FLOOD ZONE k \p \t \review.tor s/ NO Planning Contact Person JOHN HARRINGTON II Date Submitted I Description • BLDG. PERMIT # - or -FILE# Date to Review 1 -21 -93 Time # 1 Date to AA & DR 7 -22 -92 Time 1:30 Date Received 7 -8 -02 Project Name BROADWAY PROF BLDG PHASE III SITE ADDRESS 12121 E BROADWAY/VV PINES Applicant's Name DON HENDRICKS - DESIGN ALLIANCE Address 2918 N ARGONNE - SPOKANE WA 99212 W 4 S 5 SCHOOL 356 Engineer / Surveyor's / Architect's Name —') --� 5, t v ier t' Carin/i_ Related File # ( ) I t 12• q3 PQa a , 4- I ---no 3.stA;u:as7 e v.JliA n2rsts.ueet 1 Ito •Q3 Aaea. w. -. AStfl 2 .4 -3-Cm atiL PE,- 1682 -92 No. Lots 4 No.Acres 1.4 eection - Township - Range PARCEL # 16541 - 1542 Phone # 928 -7096 Work # Date Conditions mailed ) 4-15> Phone # SIMPSON ENGINEERS INC 909 N ARGONNE RD SPOKANE WA 99212 926 -1322 I Initials Phone # 456 -2205 I� / I tp /93 AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTING Sce , C. 1 1- / I / 93 FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING Seaa. / / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED _ / / DESIGN DEVIATION. SUBMITTED / / ALTERATION TO PLAT - BLOCKS & LOTS HEARING EXAM APPROVED _DENIED - _APPEALED BBC _APPROVED DENIED I 2 • CI . 9-v pea.. -, ,-,.. , AA- 1 - 11- cl�' convu) .,. /S -Fri Sc Ja_ c,G oi9 a • a • ° 1 / 4 -k r?.>z • u' •2 3• ll•Af 3 ' l8 • 14 rn u 0 n A . r t 4 . % P: 0. 80'1/4 rr, In O. 40.6 •944 RD 4- 9C . D t. On-, A-P t/69 W NC • . PLAT NAME P ICA Q12U1-C -Sio nig CtTfE o. STATISTICS n �,c t o 1 9 3 t eS �, p g Plat Check Fee Number of Lots Road Miles (New) 1 Total Area 1 1 North Arrow Scale Legend Procedures & Eauinment Basis of Bearings Plat Location By Title Official Signature Blocks Surveyors Certificate Road Names Road Widths Adjacent Area Lot & Block Numbers R/W Dedication designated 1 Foot Strips 3 RPS on GLO Corners Tract X Lot Areas Bench Mark Closure nvrCkTIoN Description (To Mao) Description (To Cern Owners Certificate to Plat 1 Foot Strips RID - CPR Statement Access Prohibited R/W Dedication Drainage Language Flood Insurance Stormwater Management 208 Bonds - $1,000.00 ea Private Road Doc. #'s Private Road Warning 1 Road Plans 1 Bond Road Impro Signed By Engineer MAP r I C UU rJ' - 1 e& I (C le@ Ghnu1/41 eirRospr 7 S i 31 � I 14114 Lo+4 53cnc% 3 z 33 j - uerAgse ck I D'C I j /jQ I�c _ 2 e C _onr P , £ er t 1c- tt t t c-veo O 2 en it ,C k I P t I ea - 01 -9 3 �^t.(tY-t2 '1)A-once ky- I N /,4 1 47/4 r7, ARxi 4t�i/Q 1 cit Arse I rt 1A/ 1rl/ P -a -9 990 p 39(iv f\ 1 C nonis flt uio&- k6 Phec tt iAir I / *a< a - C) -9 `I I rt5 . 208 PLANS APPROVE � - rn sl�ctw 16 t —SAT F 9 s-%4 n) �/�!- PRtutekc 6U (3 GRA &it cinecc K� j N�c D Doc u 40— ? r t i7 f v5. Fos e s nI D () tee C .SW ern ( CA- 7103 vie r (Nees, 1 r, I \t\plathst.ck DATE j 9405250353 The undersigned, hereinafter referred to as Grantor(s), hereby grants an Ingress 1 Egress easement to the owners of The West 195.70 feet of the SW 1/2 of Tract 76 of Opportunity, as per plat thereof recorded in Volume "K" of Plats, pages 20 -23. EXCEPT the South 10.00 feet as deeded to Spokane County under Auditor's No. 8505140214, its successors and assigns, hereinafter referred to as Grantee, with the right, privilege and authority to place, construct, maintain, inspect, reconstruct repair, replace, remove and keep obstacles clear from Grantee's facilities consisting of an access road and related appurtenances as the Grantee may from time to time required over, across, upon and under the hereinafter described property situated in Spokane County, State of Washington, and is described as follows: A 34 foot wide Private road access easement as recorded August 28, 1985 under Auditor's File No. 8508280227 as part of Broadway Professional Center 1 recorded in Book 17 of Plats Page 77. Grantee shall at all times have the right of full and free ingress to and egress from said property described above, with the understanding that Grantee shall be responsible for all damage caused to Grantor arising from Grantee's exercise of the rights and privileges herein granted. Grantor reserves the right to use the easement for any purposes as long as not inconsistent with nor interference with the rights granted Grantee herein. The rights, conditions and provisions of this easement shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors and assigns of the respective parties hereto. In witness whereof the undersigned has executed this instrument this / '7 le of May, 1994 GRANTOR Broadway Professio al Center Owners Association • By: •NE D. HINCKLEY 'v 68 /MICf1AEL A. TRANTOW I1 ROBERT G. W NDEL 2 14 RICHAR BRAIITIGA ICHAEL W. SILVE STATE OF WASHINGTON County of Spokane ) SS L.�a... L r A R. HINCKLEY s r V y id N K. TRANTOW n ) et dbitAelia MILE C. WENDEL LYNDA M. BRAUTIGA M c ( t A/1 //>M KOLARE51 EY On this day personally appeared before me Layne D. Hinckley, Lynda R. Hinckley, Michael A.. Trantow, Lynn k. Trantow, Robert G. Wendel, Michele C. Wendel, Richard G. Brautigam, Lynda M. Brautigam, Michael W. Silvey, Clare Silvey, as the individuals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. My commission expires v{- / y A MC K44 � g °O N R �A/ ' It . 0 <n. .0 PUBoc Notary Public in and for State Washington Residing at Washington VESTED IN: PREPARED FOR: B.P.L E. 12109 BROADWAY cc: Spokane County Engineers cc: Spokane County Planning page 1 of 2 \c PLAT CERTIFICATE Effective Date: December 9, 1993 at 8:00 a.m. TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922- 2222/FAX 926 -1519 RECEIVED DEC 2 01993 SPOKANE COUNTY ,ENGINEER Order No.: JM- 182624M Certificate for Filing Proposed: BROADWAY PROFESSIONAL CENTER III Charge: Tax: Total: In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: The West 195.7 feet of the South half of Tract 76 of OPPORTUNITY as per plat thereof recorded in Volume "K" of Plats, Pages 20 through 23; EXCEPT the South 10 feet as deeded to Spokane County under Auditor's No. 8505140214; Situate in the County of Spokane, State of Washington; $125.00 10.00 $135.00 LAYNE D. HINCKLEY and LYNDA R. HINCKLEY, his wife, and MICHAEL A. TRANTOW and LYNN K. TRANTOW, his wife, and MICHAEL W. SILVEY and CLARE SILVEY, his wife and RICHARD G. BRAUTIGAM and LYNDA M. BRAUTIGAM, his wife, and ROBERT G. WENDEL and MICHELE C. WENDEL, his wife. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45161.1142. Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future charges by Spokane County for Storm Water service. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: sac BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: Modern Electric Water Company D.K. McDonald and others November 4, 1905 November 6, 1905, Book "E" of Contracts, page 267 131084 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. 4. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. page 2 of 2 TRANSAMERICA TITLE INSURANCE COMPANY By Order No.: JM- 182624 Julie Mitchell, Title Officer te e First American Title Insurance Company Filed for Record nl Re,pm.t of Name Addreen Holland 13. Ford 14222 E. Gprague City and Slate Spokane. 'Ia. 99216 9112240017 Statutory Warranty Deed RICHARD G. DRAUTIGA1 & L'YNDA II. BRAU'C (CMI, 1413 'IENI)II, & MICHELE G. '9EIIDEL, III:: 9t FR.. 9100013575 lag Yak! u. S.la Ana N. /Sjo.cU D E 'SKIP' CNRBERG aunty Tr•ea fled December to ID 91 ni ohhemeMM IF.Fineerw..hmnmv,e ;nokan I 'as*i &MCC w[n of WA11M Ir l I veil 1249'&6E 993 ens VOCE raoVmEOrOn nfCOn0En S USE rttFziaa 9: e n FIRST APO',!CAN 7111E [tc l l 2S ao Al '91 'O Laotian( "1109 SPOF:1.. iOUNII WASH. RIMY MESE sLca TILE GRANTOR TIICODORE 9• IIORAN AIM SHARON A. MORANI, 1111313 MID AUDVI FR, ACID 140/3 A. ROSIER MD VICKY J. RO3I5R, 11U ^RA111) MID NIKE for and inanneulernlinn of '11•71 1)011. All' (10.00) A111) 01119R V'1111A11,5; COi1.^ :11)50 AT I00 /AMT. 1). IIIIICF.LEY & L'ttIDA R. III iICX7,CY , III^ 111•''14, 111D in hand pnld, conveys mid ...mimic In IIICIIACL A. TRANTO 1 d 11I01 K. TR All TO !, III3 111• AND IitCI1ARL 1, 31 LVEY Pe CLARE 3I LVY.Y , 1115 -11FG, AND th .11 w ., , lesole situated', , nl d of r ok , , Slate of )Vn.hmglnv: _ Vest 1?5.7 feet of the South half of Tract 76, 01'PORTUDITY, according to plat recorded in v orume n di rr:uo, sages c u tat ough 23, in Spokane County, 'iashington, Except the ;oath 10 feetC44 Ot.decdwt ai Co�Qtoota - Gn 0,4,444. t'aw ' stfcaA dYQ (SCSI VOA /50 X SUBJECT T0: casements, r reservations and provisions of record. 1IRK, AND (ROBERT 0. �. r - / -, . r t dtll S 'ATE OF wAS111NI:Tl1N STA1 5 or 1 .VASIIING TON COUNTY OF3pok elle_ 11a courm t 11 1.. On Om due roomnlle appeared held'. me On,Fut day of I. Ime me. I h+nndnu[n•d, a Notary Public in and Im the .SUle of flash nnOnn dolt nrnn .Theodore Kerr•. L o _A sse l don"" pe ..nnnly appeared 1Lobect!l.dloai V1ckL, end arm rtlT' " "` ' den mended the r .Mh I ,od k, ll•1Anm.ed (nand .M mended led I*Ohm mA Inrr[wne Inarnim.nl. end ar - adnn.l.dyAlAa ,They • *coed the some a me town In he the 1'r•.nlent end S• ^m"^. as _ their_ I • . dml aria dded. re•rynnel• of ••• far the tom end roamer th menlmH. the rmpnrm:nit Mel mooted the Moroni instrument. eM n rtmr•IMeed lh•.".A.•tm enitn he the bee and vol amid ertmd deed Mood emmnmtnrt fry the roes end '.'dove. GIVEN mono my hand end official nod this therein mentioned, and nn nuh oared llor I n • U$ —• ndmoired In cote the smolontlmme r r nl end that lhe•enl.I..ednt.e e. te..nl.dn et • � � r i M I a f f i x e d and official hereto lhe 4.o soul ow Inn ,k,• unlnn N.,,.,, Puha, in end Inc Ow Staten( Wa'hintlnn mudlne9 __.. i ' ='+� Transamenca Yr line Insurance Serv,ces -PUP ran PECOPO e1 REOU!ST OF *'0'J niCCPOEDPETURN TO FORD, OWE:NS 6 SIIIVELY, P.S. :.., 1014 Pines Poad . sit• zit Spokane, WA 99206 C N`[ 7 u NINETY T!IOUSAN •• 441M January 1 S'h•ane Sian nl Wash Parcel "B ": 0 Tract 76, c. GoIume Washin Oa,M January 1 4 . ,4"--4/. �i.T•ual „ Il�aa.w e If-ir_ J STATE OF \to ASIII'h� � ON rnr rni or SPokane,.... On Mix 4,, ^.n. nallt ap;rpnd MI•rr _ : n . m known to F• Ihe amidV •Inal AewnhM in and . M ee•n,IM l he within ".1 lore c m In'Imenl. M •. a :nnwl"pM a th theynenM the um. • their . In• end vnitinbn a'1 end .L,A for the used mid cool•'. therein mentioned ��'� Ia.Y enter my Al mot "co nod vet r tine " v my day of ••• anp )LY.. ( 1 � , G q l ► 9,2(1100/ 3 a innelmu.a nee eomo,ny 5203260243 Mortgage STATE OF WASIIIN(rrON COUNTY OF .... .,, ..., 1,IC5 ■:CE ?n it EU ii2Vaop 9 USE. FILED OR RP,00110t0! RE9UE$1. c'r:Ea;» N ,6 4 77f Ott yw 'arcel "A ": The Eas half of the East half of. Tract 75, Jconr tuntty. actor nq to plat recorded in Volume C ul /Plats, Pages 20,/2 and 23, in Spokane County, Washington, EXCEPT the Wes 65 feet; and. EXCEPT the North 425 feet. he West 195.7 feet of the South half of portunity, according to plat recorded in of 1'tacsr PaSeS'20, 22 and 23 in Spokane County, Wang roblit in and b., um .Im,. M wit. „sea In. TIIr'.11114 FEtGOR THEODORE B. MOP.AN and SITAR. A. MOBJ.N, husband and wife, LePCV G. POSIER and JACKIE ROSIER, husband and wife, and ROBERT A. ROSIER and VICKY J. ROSIER, husband and wif -, d /b /a ROSAN INVESTMENTS " 1301101E 11. SWARTZ, individua y and as Personal Representative of n .., the n. state m PRT L. SWARTZ ace 91240 MaCKAY and MAE I L IfacKAY, husband anEd e m•n. nfo .eeam 8 wt e, . • ar - ,IS 90,000,00 I, "dins to the term. of 1 9 82. the bdla,.me do'cont.' real '.rate, 'domed In the County of Ind 1M - rttaxor s pmm.o and attree to pa, before delinqu.nev all tae•. special .,.wn•menls and other yubhe charges I+m•1 a nett or charged naiad amid dernFedpnm..., and to beep allimproo.mmb on amid described premises Insured ageing hv ..r dame In Sre m the ,um of NINETY TIHOUSAND - - Dolton. IF 90,000.00 1 Inv 1• e.Et of lie manta ma and to debier all pottein and ,en +dal. m the mmma re s BONNIE MARIE SWARTZ In t'elaually and as Per. Rep. of the estate of ROBERT L. SWARTZ, and ELidb .'a i; a ,19, .dorfv { � :mi1`Ia 11raa a:: lialmanluPamni t a or lmerr•t secured Moth. .hen due or to keep or perform am or see'.'men u na,A fn, then the. hole i,dehtednrn herein secured shall forthwith bm <oe du: and payable, at the election of Me lone. memo 9 . .. see hefne. me. the und•nwnM, • Nolan Public In and the for the Stele of Wi utr moon. duly rvmmunonM and a+nm, Mmnall/ appeared _ .._. _ . .. . to b N. ....... .. .... .. n _. .. .. _ . me Yo•vn . Ihe .. .... President and Cecm,an. .Ir,IMp.A • the In. mid riot • tn t I he ert f .. • n foregoing instrument and r n., c - • mid it the iaw Apit hlhrv . *et end deed I h.tI a Hod n Mr the n therein mono.n rondo staled Hod a '' 1 of .. the .nil bnmenl and that the *eel TerA r i.11r rnlnnal so l ••I .e.rl?rl•.rmoon Witness my hand amt .rmdel seal h•relo Oiled IM day lid year lint above wnllm 1 I 1 25' r 1 1 L w I 25' } I 1 1 1 1 1 1 1 1 I .3 Q 0 cr w O N i 1 ic-__St____ _. ! I 1 1 _ 2�_1 4S[ 1 1 m I13 {/ r CATALDO 291' 195.7' W . _ AVE • 6 4.1'' " C , (ALDO j p VILLAGE' s3l (APARTMENTS) Thi s sketch roved provided, without charge. lot your rmation It Is not intended to show all matters aced to t property ncluding, but not limited area, di location of undaries. It is not part of. nor it modify, th woa.a 019111. itlti � - attached. 'IFie ..,mn Company assumes NO LIA for any matter related to this slt:� feigns Id be made to an lemmata - ✓`1 rther et ion. �py V 76 PRfVA� PO A D TRANS MERI r� 11 ev 337.6' 60.72' 196.08' N.E.0 FROM P1682 BROADWAY PROFESSIONAL CENTER III BOUNDRY 1 -11 -94 D.H. AUTO INVERSE * * * ** START 1 INV N 0 01 35.0 W 310.6500 2 INV N 89 38 22.0 E 195.7000 3 INV S 0 01 35.0 E 310.5300 4 INV S 89 36 18.0 W 195.7000 5 FROM 11 FROM FROM ANGLE DIST NORTH 500.00000 810.64997 811.88148 501.35151 500. 00235 LAT & DEP - 0.00235 - 0.00072 HCLOSE S 17 01 05.4 W 0.0025 500.00000 500.00000 PREC = 1 TO 411356 Area = 60781.20 sq ft 1.39534 ac ANGLE DIST NORTH EAST TRACT SIDELINES AUTO INVERSE * * * ** START 2 INV 3 INV 9 INV 10 INV LAT & DEP - 0.00235 - 0.00072 HCLOSE S 17 01 05.4 W 0.0025 810.64997 499.85692 PREC = 1 TO 408106 Area = 59998.19 sq ft 1.37737 ac ANGLE DIST NORTH EAST LOT 1 SIDELINES AUTO INVERSE * * * ** START 13 INV 14 INV 15 INV 16 INV 17 INV LOT 3 AREA AUTO INVERSE * * * ** START 2 INV 19 INV 20 INV 21 INV LOT 2 AREA AUTO INVERSE * * * ** START 26 INV 27 INV 28 INV N 89 38 22.0 E S 0 01 35.0 E S 89 36 18.0 W N 0 01 35.0 W N 89 36 18.0 E N 0 01 35.0 W N 45 01 35.0 W S 89 58 25.0 W S 0 01 35.0 E S 0 01 35.0 E N 89 58 25.0 E N 44 58 25.0 E 6 89 38 22.0 W LAT & DEP HCLOSE S 13 16 50.6 E 0.0046 PREC = 1 TO 88005 Area = 7926.27 sq ft ANGLE DIST N 44 58 25.0 E N 89 58 25.0 E S 0 01 35.0 E 195.7000 306.5300 195.7000 306.6500 117. 7000 25.6500 127.6200 27.4600 116.6500 102.0000 26. 2300 145.3200 128.9900 103.2400 25.0000 140.0000 mm m 810.64997 811.88148 505. 35151 504.00235 810.65232 520.00268 520.81410 546.46410 636.66349 636.65085 520.00086 LAT & DEP 0.00182 18 HCLOSE N 61 52 07.6 E 0.0039 520.00268 PREC = 1 TO 107586 Area = 9613.33 sq ft 0.22069 ac FROM ANGLE DIST NORTH 810.64997 708.64998 708.66206 811. 46613 810.65442 - 0.00445 810.64997 0.18196 ac NORTH 673.29858 746.33389 746.34541 606.34542 tme .^41G ERST TO 500.00000 499.85692 695. 55305 695.69607 500.00072 499.85692 695.553g'5 695.69423 499.99888 499.85764 499.99079 617.68799 617.67618 527.39366 499.93366 499.98738 0.00340 499.99079 EAST 499.85692 499.90390 526. 13390 628.84332 499.85587 0.00105 499.85692 EAST 575.61673 648.58481 673. 58481 673.64929 t/.0 G /.oOn 1 2 J 4 5 1 TO 2 3 9 10 11 TO 13 14 15 16 17 18 13 TO 2 19 20 21 22 TO 26 27 28 29 9402020396 In consideration of the approval by Spokane County of 13roaoli, Prnfrs.5,tovtosk Cc,vn-E %' TT1" (hereinafter referred to as the "Development"), the undersigned covenants and agrees that: N0�. 55 PACE 19OO 1. The subdivider /sponsor will construct the private roads and associated drainage acth tes in con onnance with the approved plans on file in the County Engineer's Office. 2. A lot is served by a private road when: a. the only road frontage for the lot in the Development is on the private road, or; b. a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The 8 rna dis1n.1 Pr n cR ssIawe.I C.eur -F e.u- Her= Owners Association or their successors in interest shall maintain the private roads and associated drainage facilities in confonnance_wi , o`ed_nlans.on 30 INV N 45 01 35.0 W 94.7500 673.29865 575.62007 31 LAT &, DEP — 0.00007 — 0.00334 31 HCLOSE S 88 44 39.0 W 0.0033 673.29858 575.61673 26 PREC = 1 TO 118055 Area = 8811.00 sq ft 0.20227 ac DECLARATION OF COVENANT DECLARATION OF COVENANT In consideration of the approval by Spokane County of ,(hereinafter referred to as the "Development "), the undersigned covenants and agrees that: I. The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by a private road when: a. the only road frontage for the lot in the Development is on the private road, or; b. a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The l4— Owners Association or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alternation thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner detemiined by the Rem& Owners Association or their successors' in interest. 6. Should the Hnmr, Owners Association be terminated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of the Home Owners Association at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets. and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities construction, financing, and maintenance. 9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, and associated drainage facilities contained within or providing service to the property described in the Development. 13y accepting this development or subsequently by allowing a building permit to be issued for 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 of nature whatsoever to establish, examine, survey, construct, alter repair, improve, maintain, provide drainage or snow removal on a private road or its' associated drainage facilities. 10. Whenever the HomsnOwners Association or their successors in interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to the IdattE.Owners Association or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of the Owners Association, their successors in interest, or lots in the development. 11. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, no 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. 12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein. STATE OF WASHINGTON ) County of Spokane k\tYdedara.pud 1NJ 1. OWNER OWNER Dated this day of , 19 . On this day personally appeared before me known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he /she/they signed the saute as his/her/their free and voluntary act and deed for the uses and purposes therein stated. GIVEN UNDER MY HAND AND OFFICIAL SEAL this _day of ,19_ Notary Public in and for the State of Washington, residing at Spokane Date: IS Pin 1 ■ c(q 4 To: l)r Fft LT From: 1 i Fr v L— 6E — PC - It) RE: Language for the Dedication on ( R flAA u 1 /Y_ P ?n Ec i 0 n! A L G J The private roads and /or common areas shown on this plat are hereby dedicated to the ejumwi®t.we t2/93 (Home Owners Association) created by document recorded under State UBI number (date) The private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary without express approval by Spokane County, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. Drainage easements, as platted and shown heron, which are for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted to the (Home Owners Association) or successors in interest. The County of Spokane is hereby granted the right of ingress and egress' to all private roads, common areas and /or drainage easements. The private roads and drainage easements are subject to the separate DECLARATION OF COVENANT as recorded (date) under Auditor's Document No. which by reference is made a part hereof. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE 37Ciu+"E CowtrtENGINEER FINDINGS OF FACT, CONCLUSIONS AND ORDER This matter has come before the Hearing Examiner Committee on January 21, 1993. The members of the Committee present are Phil Harris, Chairperson, Bud Skadan and Frank Yuse. PROPOSAL The sponsor, Don Henrichs, requests approval of a Preliminary Plat of Broadway Professional Building Phase III, PE- 1682 -92, Planned Unit Development, PUDE- 11-92, and Zone Reclassification, LE-45-92 from Urban Residential -3.5 (UR -3.5) to Urban Residential -22 (UR -22) with Planned Unit Development Overlay Zone. FINDINGS OF FACT AND CONCLUSIONS 1. The property is generally located in the Spokane Valley, north of and,adjacent to Broadway Avenue, approximately 500 feet west of Pines Road in Section 16, Township 25 North, Range 44 E.W.M. in Spokane County, Washington. 2. The committee adopts the Planning Department Report as a part of this record. The Planning Department has recommended that the proposed plat/rezone be approved as conditioned. 3. The existing land use(s) in the area are single family residences to the west, apartments to the north, medical/dental offices to the east and a Junior High School to the south. JAN 2 91993 4. The proposed use is compatible with existing uses in the area. 5. The Comprehensive Plan designates this site as Urban. The Urban category is for the purpose of creating a city -like living environment, including medical/dental offices accessing arterial roads. 6. The proposed zoning does implement and conform to the Comprehensive Plan. 7. The Arterial Road Plan designates Broadway as a Principal Arterial, with a recommended right of way width of 100 feet. Appropriate provisions have been made to implement this plan. 8. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5) „previously established as Agricultural Suburban (AS) zoning in 1955 and reclassified to Urban Residential -3.5 (UR -3.5) zoning on January 1, 1991 pursuant to the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the proposed Urban Residential -22 (UR -22) zone. HEC Order for PE- 1682 -92 Page 2 9. The provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with and a Determination of Nonsignificance was issued. The Committee, after independent review, hereby adopts the DNS. 10. The legal requirements for public notice have been fulfilled. 11. The owners of adjacent lands expressed neither approval nor disapproval of the proposed use. 12. The applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed zone reclassification is justified. Specifically, changed conditions include the development trend of office buildings moving westward on Broadway Avenue from Pines Road. 13. The proposed use is not detrimental to the public health, safety, morals or welfare especially in light of the conditions recommended by the reviewing agencies. 14. The subdivision proposal is generally consistent with RCW 58.17 and the County subdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the state and Spokane County. The proposal as conditioned provides adequate public facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces b. drainage ways c. public and/or private rights -of -way d. transit e. potable water f. sanitary waste disposal g. parks and recreation facilities h. playgrounds i. schools and schoolgrounds j. sidewalks The above improvements are either existing facilities or will be provided by the applicant upon finalization of this subdivision as conditioned by the Committee and implemented by the various County agencies. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL 1. All Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant," which term shall include the owner or owners of the property, heirs, assigns, and successors -in- interest. SPOKANE COUNTY PLANNING DEPARTMENT 1. All conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant ", which tern shall include the owner or owners of the property, heirs, assigns and successors. HEC Order for PE- 1682 -92 Page 3 2. The proposal shall comply with the Urban Residential - 22 (UR -22) and Planned Unit Development Overlay Zones as amended. 3. Upon filing the final plat, or a portion thereof, the zone reclassification of the final plat area shall be finalized, and the existing zone classification shall be changed to Urban Residential -22 (UR -22) with the Planned Unit Development Overlay Zone, consistent with the proposed zoning approved with the preliminary plat of record. 4. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 5. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 6. A final plat name /number shall be indicated before the final plat is filed, such name/number to be approved by the Planning Director /designee. 7. Appropriate road name(s) shall be indicated. 8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Body. Variations, when approved by the Planning Director /designee, may be permitted, including, but not limited to building location, landscape plans and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance, and the original intent of the development plans shall be maintained. 10. The preliminary plat is given conditional approval for three (3) years, specifically to February 1, 1996. The applicant may request an extension of time by submitting a written request approximately forty-five (45) days prior to the above expiration date. 11. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 12. Three (3) current certificates of tide shall be furnished to the Planning Department prior to filing the final plat. 13. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized. The scale shall match the appropriate assessor's map scale. EEC Order for PE- 1682 -92 Page 4 14. The Spokane County Planning Department shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right -of -way and utilities. The reserved future acquisition area Title Notice shall only be released, in full or in part, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 16 feet of reserved future acquisition area for road right -of -way and utilities, in addition to the existing and/or newly dedicated right -of -way along Broadway Avenue. NOTE: The County Engineer has required 4 feet of new dedication (to equal 34 feet from the centerline). b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right -of -way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. 15. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health District. The agencies will . certify on the Water Plan, prior to the filing of a fmal plat, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification shall be drafted on a.transparency suitable for reproduction and be signed by the plat sponsor. 16. The water purveyor shall 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 shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the fmal plat. The arrangements or agreements shall 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 subdivision sponsor to satisfactorily complete the approved water system. 17. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or binding site plan, and the applicant shall 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 • HEC Order for PE- 1682 -92 Page 5 18. 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 to the approved Water Plan for the final plat," including a signed license stamp. 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. 19. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 20. A survey is required prior to the filing of a final plat. 21. Approval is required by the Planning Director /designee of a specific lighting and signing plan for the described property prior to the release of any building permits. 22. A specific landscape plan stamped by a Certified Landscape Architect, planting schedule and provisions for maintenance acceptable to the Planning Director /designee shall be submitted with a performance bond for the project prior to release of building permits. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. 23. Direct light from any exterior area lighting fixture shall not extend over the property boundary. 24. The PUD binding site plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines as well as other elements required by the Zoning Code 25. A copy of the homeowners /property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. SPOKANE COUNTY ENGINEERING DEPARTMENT 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. Drainage plans and design calculations showing the alignment of drainage facilities shall 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. 3. 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. HEC Order for PE- 1682 -92 Page 6 4. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 5. Dedication of 4 feet of additional right -of -way along Broadway Avenue is required. This dedication shall equal 34 feet from the centerline. 6. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. 8. All vested owners shall sign and record private road and/or reciprocal driveway or parking lot documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 9. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide 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, maintain or 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(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 10. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 11. 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. 12. The following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 13. The County Arterial Road Plan identifies Broadway Avenue as a Principal arterial. The existing right -of -way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 16 feet in width along the Broadway Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Broadway Avenue . HEC Order for PE- 1682 -92 Page 7 14. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. 5oecial Conditions: 15. Access for this site is from Broadway Avenue via a private easement from the adjacent property to the east. The applicant shall demonstrate legal access over, and across the adjacent property. This is required because with this plat action and previous actions, different owners could eventually be involved with controversy over access rights. 16. A property owner association shall be formed for the purpose of maintenance of the common areas and private access roads. SPOKANE COUNTY UTILITIES DEPARTMENT 1. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Utilities Department. SPOKANE COUNTY HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. 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. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of the plat. HEC Order for PE- 1682 -92 Page 8 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. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County /City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plat/project, and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the plat, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 12. The dedicatory language on the plat shall state: Use of private wells and water systems is prohibited." 13. The plat dedication will contain a statement to the effect that: "The public water system, as approved by county and state health authorities, 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." COUNTY BUILDING AND SAFETY DEPARTMENT 1. The applicant shall contact the Department of Buildings at the earliest possible stage of design/development in order to be informed of code requirements administered/enforced by the department; e.g., State Building Code Act regulations such as requirements for exiting, construction type, occupancy classification, fire hydrant/flow, fire apparatus access roads, accessibility, energy code regulations, and general coordination with other aspects of project implementation. 2. The issuance of a building permit by the Department of Buildings is required. HEC Order for PE- 1682 -92 Page 9 SPOKANE COUNTY FIRE DISTRICT NO. 1 1. A fire protection plan will need to be reviewed by the Fire District prior to finalization of the plat. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction - related activities. 3. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 5. Debris generated as a result of this project must be disposed of by means other than burning (ie. construction waste etc.). 6. Demolition and renovation projects must comply with the requirements of CFR 40, Part 61, Subpart M. Intent to Demolish and Renovate forms are available at the SCAPCA office. 7. All solid fuel burning devices (wood stoves, pellet stoves, etc...) must comply with local, state, and federal rules and regulations. WASHINGTON STATE DEPARTMENT OF ECOLOGY 1. Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland sediments from entering the natural stormwater drainage system. All areas disturbed or newly created by construction activities must use bioengineering techniques. Date HEC Order for PE-1682-92 Page 10 ORDER The Hearing Examiner Committee, pursuant to the above Findings of Fact and Conclusion, APPROVES the application of Don Henrichs for the Preliminary Plat, Zone Reclassification, and Planned Unit Development as described in the application PE- 1682 -92, ZE- 45 -92, PUDE -11 -92 known as Broadway Professional Building Phase III. Motion by: Frank Yuse Seconded by: Bud Skadan Vote: (3 -0) UNANIMOUS TO APPROVE THE PRELIMINARY PLAT OF BROADWAY PROFESSIONAL BUILDING PHASE III, ZONE RECLASSIFICATION FROM URBAN RESIDENTIAL -3.5 (UR -3.5) TO URBAN RESIDENTIAL -22 (UR -22) AND PLANNED UNIT DEVELOPMENT OVERLAY ZONE HEARING EXAMINER COMMITTEE HEREBY A'1 I EST TO THE ABOVE FINDINGS, ORDER, AND VOTE A 1 I'EST: For WALLIS D. HUBBARD Plannin AUL F. JENSE Senior Planner / -29 -93 ;;Chairman Pursuant to County regulations, any aggrieved party has the right to appeal this written decision to the Spokane County Board of County Commissioners within ten (10) calendar days of the signing of this order. Upon receipt of an appeal, a public hearing will be scheduled. If you desire to file such an appeal, you must submit a written appeal, preferably on forms designed for such purpose, to the Board of County Commissioners, W. 1116 Broadway, Spokane, WA 99260, along with a $200 processing fee payable to the Spokane County Treasurer. 1f you have any questions, please call the Planning Department at 456 -2205. S P O K A NT G OFFICE OF TILE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer AGREEMENT _ P TO PAY FEES ENGINEER'S AGREEMENT NUMBER 1 i lK d 2/ This agreement between Spokane County and VII Jam. c 5 ; l,r eY titanic of person) whose interest in the project is owv.ev- (l e. owner, agent, etc) is entered into this t 4- day of D act- 44 bc - , 19 9.3 . This agreement is applicable to the project known as: j roadwo�i pro- FessttoioJ Ce.v..+or pt,dsa PE 168L (project aaaress o' rdenante & we nutmeg That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees" will be based on actual salary costs incurred by Spokane County -for project reviews and / or inspections plus a ten percent administrative charge, and will he billed monthly as accrued. Any final billing amounts, to include any late fees or any other expenses incurred in the collection of an overdue account must be paid prior to the County's acceptance of the project for filing. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 3. Any invoices not paid within 30 days of the invoice date will be subjected to a late fee charge of 1% per month (12% per year) on the unpaid balance of the account and any accrued late fee charges. In addition, if any outstanding balance on the account for this project is not paid within 30 days of the invoice date, no further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or the initation of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 4. The monthly billing should be sent to the attention of: NAME: ADDRESS: CITY, STATE: ZIP CODE: PHONE #: A 1 [��� 1210 ( E. 13 pt v 1 DEC 1 6 1993 Po KA-0J a 1, 4 900'21, I SPOMtI Ccu IY EN3iNEER %2 et L ? e3 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Sponsor specifically authorizing the Agent to execute this Fee Agreement is attached to this Fee Agreement. SIGNATURE By: W. 1026 Broadway Ave. 1 . (PRINT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS ktp\l\agreemen.tee 8/20/93 C O U N T Y A DIVISION OF TIIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director C O I�JA y OAtIca S 1L Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 1 S MADE IN U 3. o W+.wons toes DAV1 IL P60 c13 (S P RECEIVED FROM FOR Address ACCOUNF HOW PAID BEGINNING CASH BALANCE I PAID 101 a CHECK-& 10 -199 I BALANCE MONEY DUE ORDER BPL 12109 E BROADWAY 924 -1314 SPOKANE, WA 99206 Fnr ay to of Washhlgtonlhist Bank 1 f P.O. BOX 2127 SPOKANE WASHINGTON Y221OS121 RECEIPT" 193950R. % 2- t "`` -rt Q VU DOLLARS $ 1 28- 8/1251 a n N 19 a-A-1 - �-01 • � i1 cu ho /d� ) ,re , ti,a mcJ U TWQLSIGNATURES REQUIRED 1029 ?ollars • K 000 L0290 1 : L251.000891: 705111078"149' � ti ,,_ . -- _ OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON � FROM: Spokane County Engineers Department �k January 0, 1993 TO: Spokane County Planning Department (Current Planning Administrator) SUBJ: Subdivision Conditions, Name Broadwav Professional Number PE 1682-92 re: Subdivisions The following "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Hearing Examiner Committee for inclusion in the "Planning Report" and "Findings and Order" for the public hearing scheduled January 21, 1393. | E 1 The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of record" E 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 the final plat. Drainage plans to be prepared , under the direction of a licensed Professional Civil Engineer" E 6 No cunstruttiun work is to be performed within the existina 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 C"Onty Engineer. E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E13 Dedication of 4_ƒeet of additional Right-of along Broadway Avenue, this dedication shall enoal 34_feet_ƒr9m centerline E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. E19 The word '/applicant" shall include the owner or owners of ; the property, his heirs, assigns and successors. E30 All vested owners shall sign and record private road and/or reciprocal driveway/ parking lot documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of , the plat, E31 That the following statement be placed in the plat dedication: 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 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, maintain, provide drainage or snow: removal on a private road. This requirement is and shall : run with the land and shall be b upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein" E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No" 90-1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. . E33 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" E35 That the following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." page 2 E61 The County Arterial Road Plan identifies Broadway Avenue as a Principal arterial. The er,isting right -of -way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 16 feet in width along the Broadway Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time arterial improvements are made to Broadwa Avenue. E90 The applicant should be advised that there may exist utilities either underground or overhead affecting the aPpl'icants property, including property to he dedicated or set aside for future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these util.itie:_. The applicant should check with the applicable utilities and Spokane County Engineer two determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. Special Conditions: Access for this site is from Broadway Avenue via a private easement from the adjacent property to the east. The applicant shall demonstrate legal access over, and across the adjacent property. This is required becau =se with this plat action and previous actions different owners could eventually be involved, with controversy over access rights. Property owners association shall be formed for the maintenance of the common areas and private access roads. page 3 APPLICATION ACCEPTANCE AND DESIGN REVIEW SPOKANE COUNTY PLANNING DEPARTMENT Date: Departmen : ArtAA_3tr, Cacawnip Department Contact Person: 'S� a Application Number: Action: ___9,00& ( P,Lere 6 . APPLICATION ACCEPTANCE AND DESIGN RE W MEETING: J Q from 2:30 to 2:50 at the Planning Department • Note; The following information is to provide the proposal sponsor with primary agency comments to assist the sponsor and aid the processing of public hearing items heard before the Hearing Examiner Committee. The following information does not provide a complete or binding final review of the proposal. This will occur only after the proposal is accepted and placed on the Public Hearing Agenda. The acceptance of the application and scheduling of We application, on the Public Hearing Agenda is the primary function of this meeting. A secondary function of this meeting is to provide a preliminary review of the, application. This will provide a forum for the sponsor and other departments of what to expect as standard development conditions and design recommendations. The comments received are based on a preliminary review of the application form and site plan by the Departments and Agencies which have been circulated the information (not all agencies /departments have been contacted - -only those who have been determined to have primary interest. a. Does the application (or can the development) meet requirements to be placed on the Public Hearing Agenda? YES ❑ NO b. If no, what is lacking? c. What requirements have not been met? 3. Department Recommendations: Additional Information: D A,tnt 2-2- j After a preliminary review of the application what "Conditions of Approval" would be required of the development? (Attach conditions if necessary) � e O as / lgO Con sV _I OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON July 22, 1992 TO: Spokane County Planning Department (Current Planning Administrator) /� ^ FROM Spokane County Engineers Department\3��� SUBJ: Subdivision Conditions, Name Broadway professional ; Number Unassigned re: Subdivisions The following "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Planning Department for inclusion in the Design Review Meeting scheduled July 22, 1992. E 1 The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of record" E 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 the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer" 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. E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E13 Dedication of 4 feet of additional Right-of-Way along Broadway Avenue. E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. • E19 The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. E30 All vested owners shall sign and record private road and/or re5igrocal_driveway/_garking_lot documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. E31 That the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, imprcve 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 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, 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 participate in the maintenance of the private road as provided herein" E32 The proposed plat shall be improved to the standards set . forth in Spokane County Board of Commissioners Resolution No. 90-1532, as amended, which establishes regulations for roads, approaches drainage and fees in new construction. E33 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" E35 That the following statement must be placed in the plat dedication: /'The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." page 2 Special Conditions: Access for this site is from Broadway Avenue via a private easement from the adjacent property to the east. The applicant shall demonstrate legal access over, and across the adjacent property. This is required because with this plat action and i previous actions different owners could eventually be involved, with controversy over access rights. Property owners association shall be formed for the maintenance of the common areas and private access roads. page 3 E61 The County Arterial Road Plan identifies Broadway Avenue as a Principal arterial" The existing right-of-way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan in addition to the required right-of-way dedication, a strip of property 16 feet in width along the Brondway_AypOue frontage shall be set aside in reserve. This property may be acquired by � Spokane County at the time arterial improvements are made tn Broadway Avenue" E90 The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants property, including property to be dedicated or set aside for future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities. The applicant should check with the applicable utilities and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. APPLICATION ACCEPTANCE AND DESIGN REVIEW SPOKANE COUNTY PLANNING DEPARTMENT Date: <i Ob./ 22. 199a Department: 0 (.S/a<A i . tlyan S'la Def'.,nn -n,•nf nF /fa spdi - A1/2"0n. Department Contact Person: `To. o, n;,� ��,' . /=, q, Application Number: Dnn Nin� k /fl c 4- i%e S, P Action: ?nhi KAin44! /.--- inn., U2 -2. A ) .2 APPLICATION ACCEPTANCE AND DESIGN REVIEW MEETING: ,22 , from 47.0 to at the Planning Department Note: The following information is to provide the proposal sponsor with primary agency comments to assist the sponsor and aid the processing of public hearing items heard before the Hearing Examiner Committee. The following information does not provide a complete or binding final review of the proposal. This will occur only after the proposal is accepted and placed on the Public Hearing Agenda. The acceptance of the application and Scheduling of the apnlication on the Public Hearing Agenda is the primary function of this meeting. A secondary function of this meeting is to provide a preliminary review of the Application. This will provide a forum for the sponsor and other departments of what to expect as standard development conditions and design recommendations. The comments received are based on a preliminary review of the application form and site plan by the Departments and Agencies which have been circulated the information (not all • agencies /departments have been contacted - -only those who have been determined to have primary interest. 1. a. Does the application (or can the development) meet requirements Jo be placed on the Public Hearing Agenda? ❑ YES NO b. If no, what is lacking? Sec R,c /DW c. What requirements have not been met? 56a S.( t At-) 2. After a preliminary review of the application what "Conditions of Approval" would be required of the development? (Attach conditions if necessary) Due to the present traffic conditions at Pines and Broadway the Washington State Department of Transportation requests that the developer modify Section 14 (Transportation) of the SEPA checklist to adequately address traffic impacts associated with this development. This modification is needed to address potential impacts this additional traffic may cause at the intersection of Pines and Broadway. Recently a traffic study was prepared and approved by WSDOT for another development in this area. This traffic study can be used as a baseline for the analysis of the impact caused by additional traffic generated by this development. A copy of this traffic study will be available from WSDOT upon request. Additional Information: SR -27 RD # 9027 * ** NORTH * ** SPRAGUE AVE RD # 4538 * ** EAST * ** 06/27/83 - 23,307 CURRENT - 33,225 + 5 YRS - 40,423 + 15 YRS - 59,836 + 20 YRS - 72,800 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. BOWDISH RD RD # 0297 * ** NORTH * ** 07/28/86 - 5,886 CURRENT - 7,434 + 5 YRS - 9,044 + 15 YRS - 13,388 + 20 YRS - 16,288 SPRAGUE AVE RD # 4538 * ** EAST * ** 07/28/86 - 28,282 CURRENT - 35,718 + 5 YRS - 43,456 + 15 YRS - 64,325 + 20 YRS - 78,262 CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4066 Station # 4065 Press <Return> to continue. SR -27 RD # 9027 * ** SOUTH * ** SPRAGUE AVE RD # 4538 * ** WEST * ** 06/27/83 - 18,043 CURRENT - 25,720 + 5 YRS - 31,293 + 15 YRS - 46,321 + 20 YRS - 56,356 PF16 to Exit. CURRENT & PROJECTED TRAFFIC COUNTS BOWDISH RD RD # 0297 * ** SOUTH * ** 07/28/86 - 9,131 CURRENT - 11,532 + 5 YRS - 14,029' + 15 YRS - 20,768' + 20 YRS - 25,267 SPRAGUE AVE RD # 4538 * ** WEST * ** 07/28/86 - 23,848 CURRENT - 30,118 + 5 YRS - 36,644 + 15 YRS - 54,241 + 20 YRS - 65,993' These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. PF16 to Exit. 1 SR -27 RD # 9027 * ** NORTH * ** 06/25/71 - 969 CURRENT - 2,213 + 5 YRS - 2,692 + 15 YRS - 3,985 + 20 YRS - 4,848 BROADWAY AVE RD # 0324 * ** EAST * ** 07/30/86 - 7,171 CURRENT - 9,055 + 5 YRS - 11,016 + 15 YRS - 16,306 + 20 YRS - 19,840 CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4081 SR -27 RD # 9027 * ** SOUTH * ** 06/25/71 - 2,699 CURRENT - 6,164 + 5 YRS - 7,500'' + 15 YRS - 11,101 + 20 YRS - 13,507 ' BROADWAY AVE RD # 0324 * ** WEST * ** 07/30/86 - 7,832 CURRENT - 9,890 ' + 5 YRS - 12,033 + 15 YRS - 17,811 + 20 YRS - 21,670 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. BOWDISH RD RD # 0297 * ** NORTH * ** 07/30/86 - 3,729 CURRENT - 4,708 + 5 YRS - 5,728 + 15 YRS - 8,479 + 20 YRS - 10,317 BROADWAY AVE RD # 0324 * ** EAST * ** 07/30/86 - 8,154 CURRENT - 10,295 + 5 YRS - 12,525 + 15 YRS - 18,540 + 20 YRS - 22,557 CURRENT & PROJECTED TRAFFIC COUNTS 1 Station # 4080 BOWDISH RD RD # 0297 * ** SOUTH * ** 07/30/86 - 8,302 CURRENT - 10,482 ' + 5 YRS - 12,754 + 15 YRS - 18,878 + 20 YRS - 22,968 BROADWAY AVE RD # 0324 * ** WEST * ** 07/30/86 - 8,429 CURRENT - 10,643 + 5 YRS - 12,949 + 15 YRS - 19,168 + 20 YRS - 23,321 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. Type: Asphalt Width (Feet): 44 # of Lanes: 02 EASYDISP V1.01 - ROAD SEGMENT INFORMATION 1 Road Number' 0324 - BROADWAY AV Start MP: 04.59 Function Class: Principal Arterial Ending MP: 05.03 Rural /Urban: Urban Federal Route #: 3846 Pavement Shoulders Medians General Information Type: None Curbs: Both Sides Width (Feet): Sidewalks: Both Sides PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Type: Curbed Left (Feet): 00 Right (Feet): 00 EASYDISP V1.01 - ROAD SEGMENT INFORMATION 1 Road Number: 4252 - ROBIE RD Start MP: 00.00 Function Class: Local Access Ending MP: 00.03 Rural /Urban: Urban Federal Route #: Pavement Shoulders Type: Low Type Bituminous Width (Feet): 20 # of Lanes: 02 Type: Surfaced Left (Feet): 08 Right (Feet): 02 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. , c p.../._ _2.1 1191_ • P - 110_87._.- 9 'Z-_ _ _ PuDE -Ott 4-Z-- �5?� _ s2 - , 1D \4 ( szy PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 1/93 HEC Staff Report for PE- 1632 -92. Page 1 PE- 1682- 92/ZE- 45- 92 /PUDE -11 -92 UR -7 a. A L.DO 1.5 1/222 n X3.5 N2 2 31 -2+ j A/ t ROAD 1/93 HEC Staff Report for PE- 1632 -92 N N O 4 rH UR-3.5 DE SME CATALQo 7 4 a 4 Page 2 PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 •fire Sla A vE• 10+2 1969 c !� TOO way 116 1 North Pine. Jr Nigh Sch 011. 1.' VAL 1016 PP_ORT4JN IT • ; nn ,r . j 2000 6 I SPRAGUE - T I /WALIIK Kev.tone F -JL 206 Mr Don■hl _ I V Sch 1081 104 1/92 HEC Staff Report for PE- 1682 -92 Page 3 a rD - o a ta Vio-Irtr HAP dr -ti7w Ikw YTPI(4I. MhLOltl'4 NATeS+ALh ioi ww A Alte V r}(Ll6 Adl m kl Pcw..ra! rm —r nI>•• Y wkw s•ul tt, Oil L , /' \ ;,, << ftra °:,Y J nit 1; V,Ir,.. -t b NEI - ter Iq SITE DEVELOPMENT PLAN I. DESIGN- ALLIANCE- - architects planners 2O Cc LLIdL410t' - j � Irr ', • ; r Snit, .pM. %,x ed.'C Lnanro! W c 41dat. >J.-e4 a 4' cliLr ./rt.•t•w•ni.,. fl roobn (V- q.(.' mWL by '41( W-.4 'trb Iim mr* • o n srr 1 c .lulu n rs N42 Ara. - „ 1w v a[ On 5 • • 1A21 ' 6al)G(t7, i I rott. a w+ ' sr ni -1 wa...r� ' 4. 5 r. 11,054 mc E _ 1Y » t co TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: CURRENT PLANNING SECTION DATE: JANUARY 21, 1992 SUBJECT: PRELIMINARY PLAT OF BROADWAY PROFESSIONAL BUILDING PHASE III, PE- 1682 -92, PLANNED UNIT DEVELOPMENT, PUDE- 11 -92, AND ZNE RECLASSIFICATION FROM URBAN RESIDNTIAL -3.5 (UR- 3.5) TO URBAN RESIDENTIAL -22 (UR -22) WITH PLANNED UNIT DEVELOPMENT OVERLAY ZONE, ZE -45- 92. I. GENERAL INFORMATION Sponsor: Don Henrichs N. 2918 Argonne Road Spokane, WA 99212 (509) 928 -7096 Owner: Mike Silvey 4303 S. Evergreen Spokane, WA 99037 Contact Planner: John W. Harrington, Jr. Location: Generally located in the Spokane Valley, north of and adjacent to Broadway Avenue, approximately 500 feet west of Pines Road in Section 16, Township 25 N., Range 44 E.W.M. in Spokane County, Washington. Proposal: To subdivide approximately 1.4 acres into 4 lots for medical and professional buildings and a Zone Reclassification from Urban Residential - 3.5 (UR- 3.5) to Urban Residential - 22 (UR -22) with the PUD Overlay Zone. II. SITE PLAN INFORMATION A . Site Size: 1.4 acres PLANNING DEPARTMENT REPORT B . Land Use Plan: The Comprehensive Plan designates this area as Urban and the site is inside the Priority Sewer Service Area (PSSA) boundary and inside the Aquifer Sensitive Area Overlay Zone. The Urban category is a land use designation intended to provide the opportunity for development of a "citylike" ; environment which includes primarily residential uses and provides for various other land uses, such as neighborhood commercial and public facilities and services. Goals, objectives and decision guidelines of the Urban category encourage a variety of housing types and densities. It promotes fill -in within established development areas where utilities, arterials, schools and community facilities have already been established Residential net densities within this category should range from 1 to 17 units per acre. 1/93 HEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 5 C . Arterial Road Plan: The Spokane County Arterial Road plan identifies Broadway Avenue as a Principal Arterial with a recommended right of way width of 100 feet. Existing Broadway Avenue right of way width of 60 feet is inadequate to implement the Arterial Road Plan, therefore, in addition to the recommended right of way dedication of 4 feet, a strip of property 16 feet in width along Broadway Avenue should be set aside as a future acquisition area. Structure setbacks are determined from the future acquisition area line. D . Site Characteristics: The site is relatively flat and currently has a single family residence near the front with two small sheds near the back of the property. The site is covered with pasture grass and is well landscaped with trees and bushes around the existing residence. E. Neighborhood Characteristics: The existing neighborhood is in a residential area at the fringe of Pines Road commercial corridor and is comprised of mixed uses all around the site. There is the existing Broadway Professional Center medical offices to the east, North Pines Jr. High to the south, single family on large lots to the west, and apartment buildings to the north. A Principal Arterial, Broadway Avenue fronts the south side of the property and intersects Pines Road (State Route 27) approximately 500 feet to the east. From this intersection, it is only 1 1/4 miles to the north to Interstate 90. F . Zoning Analysis: The UR -22 zone is most suited to front on, or feed onto arterial streets and to be in close proximity to sewer hookup. This proposal meets both these key criteria. When approving a project which subjects an existing single family neighborhood to increased densities, care should be taken to condition the project so that it does not adversely affect the existing residential properties. This project proposes 20 feet of Type I: Screen landscaping to buffer and screen the single family residence to the west. Type I landscaping is comprised of a mix of predominantly evergreen plantings , including living trees, shrubs, and ground covers. The entire planting strip shall be landscaped, however, those plantings used to acheive the sight - obscurring screen shall cover at least 5 feet of the width of the strip, and shall be furthest from the property line. The proposed depth of the zoning off of Broadway Avenue is consistent with the adjacent UR -22 zoned property to the east. This zoning pattern would be limited by traffic generation and the existing county road/state highway system. ! Proposal: Reclassify land established January 1, 1991 as UR -3.5 (File No. 99 -55) to UR -22 with PUD Overlay Zone North: UR -22 established January 1, 1991 (File No. 26 -72C). East: UR -22 established January 1, 1991 (File No. 48 -85C). South: UR -3.5 established January 1, 1991 (File No. 99 -55). West: UR -3.5 established January 1, 1991 (File No. 99 -55) and UR -22 established January 1, 1991 (File No. 116 -78C). 1/93 NEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 6 G . Land Use Analysis: The proposal may have a slight impact on the single family residence to the west of the site. However, the landscaping proposed for the project will create an effective site and sound barrier to lessen the impact. Office buildings also traditionally are used during business hours of the week, so after hours and weekend impact will be minimal The design of the buildings also have a pleasing residential appearance. Site: 3 - approximate 3,000 square foot medical office buildings and associated parking, landscaping, drainage swales and signage. North: Two-story apartment buildings with associated parking and landscaping. East: Broadway Professional Building (medical offices) with associated parking and landscaping. South: North Pines Jr. High School West: Single family residential. H . Planned Unit Development Information The following table summarizes Planned Unit Development elements of the proposal and Zoning Code requirements for Planned Unit Developments in the Urban Residential -22 zone. Proposed Broadway Professional Building Phase III PUD Minimum lot size Minimum frontage Setbacks Front Yard Side Yard Rear Yard Flanking Street Perimeter *may be approved a variance Parkin g 9,010 sq. ft. 129.44 ft. 10 feet 10 feet 10 feet 10 feet 15 feet* by HEC without 9000 sq.ft. of medical/dental offices 88* *This many spaces would allow a full lower level of offices in 2 of the 3 buildings proposed 1/93 DEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Required UR -22 Zone with PI 1D Overlay Zoe? 6,000 sq. ft. 50 feet As approved by the HEC As approved by the HEC As approved by the HEC As approved by the HEC 25 feet * from rights - of - way *Robie Road is only 15 feet from the building at the NW comer of the site plan 53 (lper 170 gross sq.ftl) Page 7 Proposed Broadway Professional Building Phase III PUD Landscaping Common open space 12% 20 feet along Broadway and 15 -20 feet along the west property line and 5 -15 feet along the north property line Fencing: 6 foot fence proposed on the west and north property lines Streets Private Public 24 feet wide none proposed Required UR -22 Zone with PUD Overlay Zone - 10% 20 feet of Type III required adjacent all local and arterial roads Approved as per PUD plan in Section 14.810.020* *Fencing adjacent to Robie Road must have 5 ft. of landscaping between the fence and Robie Road Allowed under Section 14.704.380 Allowed under Section 14.704.380 I . Circulation: The Preliminary Plat and Planned Unit Development design illustrates no vehicular access to Broadway Avenue, instead it will tie into the existing parking lot to the east and utilize the access approach to Broadway Avenue for that lot. Internal access is provided by 24 feet wide private loop road incorporated into the parking lot design. Pedestrian Circulation Facilities will be provided to each building by the parking area and adjacent walkways to the buildings. The design will tie the on -site walkways in with the greater Spokane County sidewalk system along Broadway Avenue at the southeast comer of the site. The traffic at the intersection of Broadway Avenue and Pines Road (SR 27) has been the subject of concem for the WSDOT and the County Engineers office for over a year. A supplement to the on going traffic study for the intersection was requested as additional information for the SEPA checklist by WSDOT to address the proposed added impact by the three medical /dental office buildings. Comments from these agencies regarding the level of service for this intersection are not ready as of the printing of this staff report, but will be addressed at the public hearing. Robie Road, from Cataldo Avenue to the north, currently terminates at the northwest corner of the site. The County Engineer's office does not wish to extend Robie Road to Broadway Avenue. This changes the character of the road, making it an access serving only the adjacent apartments versus a local access road used by through traffic. Therefore, Robie Road will be considered . a private drive instead of a local access road for the purpose of figuring setbacks and landscaping requirements for the project boundary adjacent to the existing 1/93 HEC Staff Report for PE- 1682- 922E- 45- 92/PUDE -11 -92 Page 8 J. right -of -way. In consideration of this, the site plan provides adequate provision for Robie Road. Design: The preliminary Plat and Planned Unit Development proposes division of approximately 1.4 acres into 4 lots for three medical office buildings on lots which range from 9,010 to 10,985 square feet in size and one open space lot. Most of the open space lot will be utilized as private road and parking lot. The allowable common open space for the planned unit development (7,304 square feet - 12 %) is provided along the south side of the P.U.D. and near the middle of the west property line. Much of the common open space on the south side of the property is within the 20 foot wide Future Acquisition Area. If this portion of the site is developed into right -of -way, then the PUD would be left with only 3,390 square feet, or only 5.6 % of the site functioning as common open space. The PUD standards require a minimum of 10% common open space. This portion of Broadway Avenue is not currently on the County Engineer's 6 -Year Road Improvement Plan. K . Density: Not Applicable - nonresidential proposal L . Drainage: An approved drainage plan will be required and reviewed by the Spokane County Engineer's Office prior to finalizing the Preliminary Plat and Planned Unit Development. The subject property is also located within a drainage basin which has been identified by the Spokane County Engineer's Office as having stormwater runoff problems. Therefore, the applicant would have to participate in planning and implementation of a future basin wide stormwater management system. M. Water Supply: Modern Electric Water Company will provide water. An approved Water Plan will be required prior to finalizing this preliminary plat. N . Sewage Disposal: The applicant is required to make connection to the Public Sewer System. Plans and specifications for the sewer connection must be reviewed and approved by the Utilities Department. O. School: The proposal is in the Central Valley School District No.356. P . Fire Protection: The proposal is Located with Fire District No. I. The Fire District and County Building and Safety Department (Fire Marshall) are required to approve fire protection provisions and water plan prior to finalizing the preliminary plat. Q. Cultural Resources: (none have been identified). 1/93 DEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 9 R . Parks: No specific park plans have been approved for this area. The proposal was circulated to the County Parks Department and no specific recommendations have been received by the Planning Department. The nearest County park is Valley Mission about 1 mile away the the corner of Bowdish Road and Mission Avenue. III. 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 standard Conditions of Approval. The County Planning Department has determined that "No probable significant adverse impacts" would result form the proposal being developed and has issued a Determination of Nonsignificance ( "DNS "). The "DNS" was circulated to 12 other agencies of jurisdiction and other agencies/departments affected by the future development for review and comment. The "DNS" comment period ends January 19. 1993 and was advertised 15 calendar day s before said date in the newspaper. by letter to adjacent pronertv owners 400 feet of the proposal, by notice on a sign nosted on the nronosal site and by letter to the general mailing list, Hearing Examiner Committee may consider additional environmental related testimony at the public hearing. IV. PLANNING DEPARTMENT RECOMMENDATION The Preliminary Plat, Planned Unit Development and Zone Reclassification, as proposed, are consistent with the the Urban category of the Comprehensive Plan and serve to implement its goals objectives, and decision guidelines. The proposal is consistent with the subdivision and rezone approvals in the recent past?n this growing neighborhood. The proposal will mitigate its impact on the single family residences to the west with fencing and landscaping on the perimeter of the P.U.D. The traffic generation of the proposed land use is the major concern and will be further discussed at the public hearing. Appropriate provisions have been made or can be made as conditioned with this approval for required subdivision elements. The Planning Department recommends approval subject to the comments received by reviewing agencies at the hearing and/or contained herein as conditions of approval. V. CONDITIONS OF APPROVAL i . All Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant," which term shall include the owner or owners, heirs, assigns, and successors for the following described property: Opportunity E 1/2 excluding the East 90 feet of the North 90.69 feet of Block 83, excluding the County Road. SPOKANE COUNTY PLANNING DEPARTMENT 1. All conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant ", which tern shall include the owner or owners of the property, heirs, assigns and successors. 2. The proposal shall comply with the Urban Residential - 22 (UR -22) and Planned Unit Development Overlay Zones as amended. 1/93 HEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 10 3. Upon filing the final plat, or a portion thereof, the zone reclassification of the final plat area shall be finalized, and the existing zone classification shall be changed to Urban Residential -22 (UR -22) with the Planned Unit Development Overlay Zone, consistent with the proposed zoning approved with the preliminary plat of record. 4. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 5. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 6. A final plat/ name /number shall be indicated before the final plat is filed, such name /number to be approved by the Planning Director /designee. 7 Appropriate road name(s) shall be indicated. 8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Body. Variations, when approved by the Planning Director /designee, may be permitted, including, but not limited to building location, landscape plans and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance, and the original intent of the development plans shall be maintained. 10. The preliminary plat is given conditional approval for three (3) years, specifically to February d, 1996. The applicant may request an extension of time by submitting a ' written request approximately forty-five (45) days prior to the above expiration date. 11. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 12. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 13. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized. The scale shall match the appropriate assessors map scale. 14. The Spokane County Planning Department shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right -of -way and utilities. The reserved future acquisition area Title Notice shall only be released, in full or in part, by the Planning Department. The notice should 1/93 HEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 11 be recorded within the same time frame as an appeal and shall provide the following: a. At least 16 feet of reserved future acquisition area for road right -of -way and utilities, in addition to the existing and/or newly dedicated right -of -way along Broadway Avenue. NOTE: The County Engineer has required 4 feet of new , dedication (to equal 34 feet from the centerline). b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, 208' areas, drainfield or allowed signs should be located within the future acquisition area for road right -of -way and , utilities. If any of the above improvements are made within this area, they ' shall be relocated at the applicant's expense when roadway improvements are ' made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. 15. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health District. The agencies will certify on the Water Plan, prior to the filing of a final plat, that the plan is in conformance with their respective needs and regulations. The Water Plan and - certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 16. The water purveyor shall 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 shall 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 shall 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 subdivision sponsor to satisfactorily complete the approved water system. 17. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or binding site plan, and the applicant shall 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." 18. 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 to the approved Water Plan for the final plat," including a signed license stamp. The certification may be in the form of a letter, but is preferred to be 1/93 HEC Staff Report for PE- 1682- 92iZE- 45- 92/PUDE -11 -92 Page 12 certified on a copy of the Water Plan as a schematic map showing the "as- built" water system. 19. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 20. A survey is required prior to the filing of a final plat. 21. Approval is required by the Planning Director /designee of a specific lighting and signing plan for the described property prior to the release of any building permits. 22. A specific landscape plan stamped by a Certified Landscape Architect, planting schedule and provisions for maintenance acceptable to the Planning Director /designee shall be submitted with a performance bond for the project prior to release of building permits. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. 23. Direct light from any exterior area lighting fixture shall not extend over the property boundary. 24. The PUD binding site plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines as well as other elements required by the Zoning Code. 25. A copy of the homeowners /property owners' association articles of incorporation- and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. SPOKANE COUNTY ENGINEERING DEPARTMENT 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. Drainage plans and design calculations showing the alignment of drainage facilities shall 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. 3. 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. 4. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 5. Dedication of 4 feet of additional right -of -way along Broadway Avenue is required) This dedication shall equal 34 feet from the centerline. 1/93 DEC Staff Report for PE- 1682- 92fZE- 45- 92/PUDE -11 -92 Page 13 6. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. Au o / of est i ?ROCA L- val u i Ai °' Pa. -'-t '& Lor 4 _ 8. All vested owners shall sign and record private roa documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 9. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide 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, maintain or 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(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 10. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, appr.;aches, drainage and fees in new construction. 11. 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. 12. The following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 13. The County Arterial Road Plan identifies Broadway Avenue as a Principal arterial. The existing right -of -way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 16 feet in width along the Broadway Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Broadway Avenue . 14. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. 1/93 HEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 14 Special Conditions: 15. Access for this site is from Broadway Avenue via a private easement from the adjacent property to the east. The applicant shall demonstrate legal access over, and across the adjacent property. This is required because with this plat action and previous actions, different owners could eventually be involved with controversy over access rights. 16. A property owner association shall be formed for the purpose of maintenance of the common areas and private access roads. SPOKANE COUNTY UTILITIES DEPARTMENT 1. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and SPOKANE COUNTY HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. 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 fmal plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane Comity Health District that an adequate and potable water supply is available to each lot of the plat. 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. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 1/93 HEC Staff Report for PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 Page 15 9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan and time schedule: The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County /City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plat/project, and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the plat, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 12. The dedicatory Language on the plat shall state: Use of private wells and water systems is prohibited." 13. The plat dedication will contain a statement to the effect that: "The public water system, as approved by county and state health authorities, 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." - COUNTY BUILDING AND SAFETY DEPARTMENT 1. The applicant shall contact the Department of Buildings at the earliest possible stage of design/development in order to be informed of code requirements administered/enforced by the department; e.g., State Building Code Act regulations such as requirements for exiting, construction type, occupancy classification, fire hydrant/flow, fire apparatus access roads, accessibility, energy code regulations, and general coordination with other aspects of project implementation. 2. The issuance of a building permit by the Department of Buildings is required. SPOKANE COUNTY FIRE DISTRICT NO. 1 1. A fire protection plan will need to be reviewed by the Fire District prior to finalization of the plat. 1/93 HEC Staff Report for PE- 1682- 92iZE- 45- 92/PUDE -11 -92 Page 16 SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. - All air pollution regulations must be met. 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction - related activities. 3. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 5. Debris generated as a result of this project must be disposed of by means other than burning (ie. construction waste etc.). 6. Demolition and renovation projects must comply with the requirements of CFR 40, ; Part 61, Subpart M. Intent to Demolish and Renovate forms are available at SCAPCA office. 7. All solid fuel burning devices (wood stoves, pellet stoves, etc...) must comply with local, state, and federal rules and regulations. jwh 1/93 HEC Staff Report for PE- 1682- 92fZE- 45- 92/PUDE -11 -92 Page 17 RECEIVED JAN 0 6 1993 DETERMINATION OF NONSIGNIFICANCE - "DNS" SPOMNEC0ITtmEtr'GIIiEE^ • WAC 197 -11 -970 and Section 11.10.230(3) t SPOKANE ENVIRONMENTAL ORDINANCE FILE NUMBER(S): PE 1682- 92/ZE- 45- 92/PUDE -11 -92 • DESCRIPTION OF PROPOSAL: Preliminary Plat of Broadway Professional Building Phase III and Zone Reclassification from Urban Residential -3.5 (UR -3.5) to Urban Residential -22 (UR -22) within the Aquifer Sensitive Area Overlay zone. APPLICANT: Don A. Henricks N. 2918 Argonne Road Spokane, WA. 99212 (509) 928 -7096 LOCATION OF PROPOSAL, generally located in the Spokane Valley, north of and adjacent to Broadway Avenue, approximately 500 feet west of Pines Road in Section 16, Township 25 N., Range 44 EWM, Spokane County, Washington. LEAD AGENCY: SPOKANE COUNTY PLANNING DEPARTMENT • DETERMINATION: The agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is mg required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNSiis issued under WAC 197 -11- 340(2); the lead agency will not act on this proposal for at least 15 days from the date issued (below). Comments regarding this DNS must be submitted no later than 4:00 p.m., January 19, 1993, if they are intended to alter the DNS. ############################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## RESPONSIBLE OFFICIAL: WALLIS D. HUBBARD, PLANNING DIRECTOR By: John W. Harrington, Jr., Planner II Phone: (509) 456 -2205 Address: Spokane County Planning Department North 721 Jefferson Spokane, WA 99260 �/� / DATE ISSUED;./=/ /11t�L' -Li (o , 1993 SIGNATUREz'.✓'r' '- +L li � J COMMENTS REGARDING ENVIRONMENTAL CONCERNS ARE WELCOME ATTITE HEARING. APPEAL OF THIS DETERMINATION, after it becomes final, may be made to the SPOKANE COUNTY PLANNING DEPARTMENT, North 721 Jefferson, Spokane, WA 99260. The appeal deadline is the same as the above project's appeal deadline, being ten (10) calendar days after the signing of the decision to approve or disapprove the project. This appeal must be written and the appellant should be prepared to make specific factual objections. Contact the Planning Department to assist you with the specifics for a SEPA appeal. This DNS was mailed to: 1. WA State Department of Ecology (Olympia) 2. WA State Department of Health 3. Spokane County Health District 4. Spokane County Division of Engineering 5. Central Valley School District No. 356 6. Fire District No. 1 7. Modern Electric Water Company 8. Spokane County Air Pollution Control Authority 9. Spokane County Parks Department 10. Spokane County Boundary Review Board 11. WA State Department of Transportation 12. Spokane Transit Authority PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION A ft/ O APPLICATION PART I A . .QENERAI INFORMATION NAME OF APPLICANT/REPRESENTATIVE: 7 CII) 4 ( NI I C I-ES MAILING ADDRESS: I rj % 1 ■ ?; AR&0tiAh-_-: k? CITY: e t; Fr; K A-r3 L STATE: (,t'}, ZIP: 11 PHONE: ` 1UG' :7 L (work) lq ' (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME:. Ii (J K E 4LU"E V PHONE: 1 7C' ( MAILING ADDRESS: N , 2- I( 2, 7 <6,da)lX ?, f ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) PROJECT/PROPOSAL SITE AREA (acres or sq. ft) ASSESSOR PARCEL #S OF PROJECT/PROPOSAL PLANNING DEPARTMENT ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED STREET ADDRESS OF PROPOSAL 24 %I.( V-KOID v EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) L) 12 2, ,C EXISTING USE OF PROPERTY �< CS PROPOSED ZONING 1 1 —7 COMPREHENSIVE PLAN /CTEGORY / � SCHOOL DISTRICT ( &x (-- 1i .4t-Lt- St/'42J4-- » -1 Cr #,},rd, FIRE DISTRICT l WATER PURVEYOR PROPOSED USE OF PROPERTY: Single family dwellings ( ) Manufactured homes ( ) Other ( ) - Describe: Duplexes ( ) Multifamily dwellings ( ) Business () Industrial ( ) Mixed Use ( ) ail CD I �� - r__. LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: w B . LEGAL /ZONE RECLASSIFICATION INFORMATION: LOCATION OF PROPOSAL: J / �i�'� >1\ CO �� Gr fNSS � 'PISA -D�� SECTION I (42 TOWNSHIP 2 j 44 ' RANGE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS. ; tTT/ )I,j,,ttrY WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: i15.7 4'J DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR ARTERIAL (v ES ( ) NO ME NA(S) OF ARTERIAL ROADS A- /, a0006!/l1 lJI7 f _' .. F LEGAL DESCRIPTION OF PROPERTY (Attach IcgaYdescription stamped by Land Swveyor��zz„INCLUDE • LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIMN EDV0N PRELI IN„AR�L S 3DhYISIO�N MAP AND REQUESTED ZONING FOR EACH LOT VD BLOCK OR AUL1 . kONLtE UE"5'IS d_ r kU L o . 1 2 i SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 2 of 4 IF YOU DO NOT HOLD TITLE TO PROPERTY• WHAT IS YOUR INTEREST IN IT? WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAKE THIS PROPOSAL WARRANTED? this /}R // 41/2 8,41,, /ie:n zZ' Ae- ece/ /,41, �t , /1/ j/0�"P.!•/ /ALi4 / eel/Jer lee= P rv,G h)i /J1d/Y- ,1"i1Gr� /.f rtV /eCq' WHAT IMPACT WILL THE PROPOSED ZONE RECLASSIFICATION HAVE ON THE ADJACENT PROPERTIES? /MI6- J-aA4 67 /Gig 0j'% t D • e I e% WHAT FACTORS SUPPORT THE ZONE RECLASSIFICATION? -711.e' a/ e2 e- }, h�A Al-/P///on/l � R9h'ft ,- c �" v c / //Pr, L /o 4 t,,,,%- 4c -- J /L WHAT MEASURES DO YOU PROPOSE TO MITIGATE YOUR PROPOSAL'S IMPfCT ON SURROUNDING LAND USE? /aria' I' Jr" 3 .f /reei,/ny cs,• *%' / i 74 177 14or/f { tin A/4 qH de -/o cor.G, /r l,'4LC�iGt'[/" C. PRELIMINARY SUBDIVISION GENERAL INFORMATION: NUMBER OF LOTS: 4 GROSS AREA: i 4 dew v TYPICAL LOT SIZE 000 G/, PROPOSED NET DENSITY *: iA• ( ) SMALLEST LOTSJZF• Mn h A' MINIMUM FRONTAGE: 4 l /95 �•f. / PROPOSED SOURCE OF WATER: Individu wells ( ) Public system (y) Private Community System ( ) Other (t- Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer (✓j Community system ( ) Septic tank and drainfield ( ) Double Plumbing ( ) Dry Sewer ( ) O Describe: ther ( ) UTILITY COMPANIES AND /OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: /�iIG/Pin/ Sewer: St, l/ Gas: We, Water: Myrkriz Phone: DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS PROPOSAL? Yes ( ) No (') IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads (c--r Public roads () Arterial roads ( ) Tract X roads ( ) .� DESCRIBE ANY COMBINATION OF ABOVE: eettrh& e%4 o-A a/% / Oh f /A(; 7 042i'.4O/1oi 64 •1 la go- ,nee sue% /.6'/ aft--C be; le6c e A n- dsvc. ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF -THE SUBDIVISION: I � IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Yes (tom No ( ) IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes (4 ( ) IF YES, DESCRIBE: _// S/7r ei /I {3cj be/o /t if frog,, 6zf�si i/ of * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND /OR PUBLIC ROAD AREA. SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 3 of 4 PART II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRIT IEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIFIED RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALL /FIRE DISTRICT A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. *. / B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE PROTECIION PURPOSES. C. RECOMMENDED FIRE FLOW: S»84. A'/ OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. D . REQUIREMENTS INCLUDE: r 4"w % rg 2 d entC4er »' kx' 4 ! o� a/ Cl1.vcr oi �� GNATURE/TITLE �d /!� /� /sue FIRE DISTRIICT "DATE K kr/ «c _2.� / - , � n (7 WATER PURVEYOR A . SATISFACTORY ARRANcEMENTS.F C WATER AND FIRE FLOW REQUIREMENTS ( ) (HAVE NOT) BEEN MADE. B. REQUIREMENTS COMMENTS: P LU1a z, 44tmg t deigeohc: /f y r M /L e. / ��� �� 44 cr,l, WATER DISTRICT SICINATURE/TITLE DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (WE) (FIAVE)'40T) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR O THIS SITE IS t✓ A. COMMENTS: C''�acK alb 2 h - Alt/ A. COMMENTS: A. COMMENTS: COUNTY UTILITIES BIA ' SIGNATURE/TITLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND QENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) ATIAVE NOT) BEEN SATISFIED. SEWER PURVEYOR IG SIGNATURE/TITLE IS DATE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD .BY THE APPLICANT. n 3 z7 =92— SIGNATURE/I'ITLE DATE SUBDIVISION AND ZONE RECLASSIHCATION APPLICATION PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION RE!UE TED,AND THE ZONING MAP, LEGAL DESCRIPTION, AND PRELIMINARY PLAT HAVE BEEN ' aka) , ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF N ., - • flo IN COUNTY ZONG /SUBDIVISION REGULATIONS AND THE LAWS OF THE STATE OF `Z`. 9 AA. ig t : • i Q,.4, cr` O � �, /J /� p 0 CJ .AL--1-14.*t y 2&o.� U y i z NED: V DATE: 7/4(92- 4. ' DRESS: IV . 90 3 Argonna R1. PHONE: 926 - I3 ZZ Spe. kA " ZIP: 99Z(2.. ' EXPIRES 7 93 I, THE UNDERSIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR THAT I AM a'HE OWNER OF RECORD OF THE AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRI1 i EN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. • (4)/L -e`get e_ ( SIGNATURE OF APPLICANT OR REP NTATIVE Z SIGNED: ALDRESS: STATE OF WASHINGTON COUNTY OF SPOKANE DATE SUBMITTED: DATE ACCEPTED: . TOTAL FEES: PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) ss: SIGNED AND SWORN TO /AFFIRMED BEFORE ME ON THIS , 1992, BY , /A (U aLQ J' t N,PTAAY SEAT, . • �� [v � I ''�'Y m, DATE: PHONE: Notary Public in and for the State of Washington Residing at: Q. r) /�- My appointment expires: A -- DAY OF PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) BY: RECEIPT #: Page 4 of 4 ZIP: ` `/O 3 - - - DATE __ cr_ —727; .a rrrr r.r i aara I _ [IIOYMO_ COIFRI " I11 + i�ia arr.a �a iar Tarr 11Z1101'091=1 r 1,k arts inn rxesouuml" :: raw... rilrr r. mlu; IOU up rrrawo . aail..rin .., 1.1 PI= � HE 1 1 fr 111 .q. __ ahatti v n{I'fY HAf . • TIP I cat, MIIL 1 F6 NA,t 44Le7 k fl4 .r Pt 11411•WA 10 Nlll. f0 rthApontbrnal n' uzwrrwl _ _ rr»nl. cW• lv 11:0 rVA/CO a+r,nY..Iake s rc217.0 SITE DEVELOPMENT PLAN • to o ,s. / 1 V 230 Ci-LAL. -- i : I, +r'•.cA, .4 cu, i e K • a o1 z •• Pf t0 ^re^• a'.1s w rt rltua. t .C-. B 6 oxcr ' (n rev yr ei yr �vr.�. rgJ0 A :la %4 /f. luo -1 5411 1 c • `111 zI PS t tm- 11010 1pF • M,0 •• PS - ruh15 1 1 UN•22 0• I 4+onvorrA r•.a. •: c....n 14 e % ■ .r tc wrn H l /mL ty u.. sr .r 9 1 » ( ,xraE' 11091.•..1 •p Yuma c {xs' sees' 51/31 nano . van (• ,4n4s.a'bn 4 _ I a \ DESIGN ALLNCE ' °it — p` �''i - ' I : ev/rownr ,. . ;eh. architects planners IA 4,54 ;1„ f,C '.fi y r nu man n. IMUrt nnm . v1 ml \CGIT)c WITS n' Mb 1 VIERCON N 1 CIEECilaillaW SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230 [1] n ri r tit j an . u ' (VAC 197 - 11-960) Section 11.10.230 Purpose of Checklist The State Environmental Policy Act (SEPA) chapter e3.21C RCW, requires all governmental agencies to Consider the environmental impacts of a proposal before making decisions. An Envaronmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the qual ity of the environment. The purpose of this checklist Is to provide information to help you and the agency Identity Impacts from your proposal (and to reduce or avoid impacts from the proposal, if It can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your propose) 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 oust answer each question ace ura tc 1, ...L ca to the best of your knowledge. In most Cases, you should be able to answer the questions from your own observations or project plans without [Inc 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 ) ater. Sore questions ask about goveinnental- regulations, such as zoning. shoreline, and landmark designations. Answer these questions If you can. If you have problem, the government 1 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 Infonnatlon 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 SKEET FOR HONPROJECT ACTIONSIPart 0). For nonproject actions, the references in the checklist to the surds 'project,' ' applicant,' and 'property or site' should be reed as 'proposal,' 'proposer,' and 'affected geographic ar, respectively. A. BACKGROUND 1. 'lame of. proposed project, If applicable. 11. �,ss J / 2. Name of Applicant' / / /{' :Oj • / ]. Address and phone number of applicant or contact person'' 4. Date checklist prepared: t! /L. / / 192— 5. Agency requesting checklist: / c2 1 /4.5/ =/16 6/.'/74./� / ' /G /.4.29/, 6. Prpposed timing or schedule (including phasing, If app /16 applicable): / �' i��l.>j /ca // I' - 4 /1i / /Jtr/ il/ Cilrv x? /7f%y 6 / /� /. / / !ei/J ' r / / I / C� �'.cfClJi! %u/ A'' / /F' /llitl'� / 4/ `/ /CAS /. 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. ht b. Do you own or have options on land nearby or adjacent to thls proposal? If yes, explain. hi 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. / ,; icirei2'/ - i 1/4'6i %, / k' /ioir 1 l e L / .// Rev.2 /1 /88 SPOKANE ENVIRONMENTAL ORDINANCE Environmental Checklist / /i'? / kr/di/ /f/ a '-Ti s; 4.9/7/0e ��r! 4Np/ioaz G;- 'Y ioi /0 924- 1/4414 File No. '(VAC 191 -11 -960) Sectiou 11.10.230(1) L. 11 6ACECtOUt10 (coatlaued) Do you tow whether applications are pending for governmental approvals of other propotale proposal! If yea, explain. 10. Li .e gay go /ynment approvals or permits that vill be needed for your proposal, If /novn ./ %C' % //baban, Clly - (jltfif /J /_�' Y b� >i!r(G /( �thc: /id; r� / "id /? 51 t, /! %[i ,9 i'/i71rL: 1/ /Gr �t°Gr/N /� ,<y /!i!o ! n /oc ;!'v/. /. . ` / %/I fC //h a`Ci /. +7a / //1. / /22 +i1'l!C• I l/ . ) » / /l /,6- C "t�!' /a ,C"/f)//PC'J Ci /- , / / / /L% /�Cii //h 15/file-,T5)20 Y G i v e a b r i e f , complete Jemkprlon of -your proposal, including the propnsed u. c s and the . i r e o r [he project end site There are • v eral questions later In this the list that ask you to describe certain ..peace of your proposal: You do not need to repeat [hose answer, on this page. • 1/10 r1/42:261/; 4-1/ C'I" i /;. .2• / c i f y d / / /'rGil /✓/ / / /L't l C'�4 ; r?// /'E- `1;4;7'4 J Jar' /%r /1Ccl ( fall / /J+ !, %/ /7?„,u/ /nrir /C/ b a _, Iacarton of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street .ddre.., if any, .nd section, tovnanlp end range, if k ovn. If . propo ca Ares, l vould occur over range.of provide the range or boundaries of the site (s). Frov;de • legs. description, site plan, vicinity map, and topogr.phlc map, + 11 rea. o nably evst Lab'le. While you , should aubalt any plans required by the agency, you are not required to duplicate up. or detailed plans submitted vtth any permit application related to this checklist. /h(/ /=' /./`; Pal /i Li CG•IC:. e-. -/:'ft's /�I/ /rz /!;' /2-k 4%%1„4/, -/o/, l/& ,-7� -7 t 10, /24- ti ns' J /!; •!-�•i - frl/f, /ii ?.?� ia //i'1- / //Y/ 1/l ✓{r�U /� • j !i N //, '}r> try ;t / [ l! )5,..1 Q-e-- f2 r. /N?)ihrll '' 2 /i7:` fe /'o / / /id ". /7i'h ,f.;✓ / r - / r7ii- J/ 13. does the proposed action lie vlrhin the Aquifer Sensitive Are. (ASA)' ;he General Sever Service Area ?. The Priority Sever Service Area' The City of Spokane', (See: Spokane County's ASA Overlay Zone Atlas for bound•ric,). -511 � ' lla ") 5/f /J a' /rG /, cf Alt ;II, �ii .�c, .Ei zitio 1 TO it CONYbr rD BT APPLICANT 1. nNIRR` O2ATAL LLn3LNrs I. GAR-f1 e. Central description of she site (circle one): flat, rolling, hilly, steep slope., mountainous, other d /-; h 4. - /.Yl; 1, That is the steepest slope on [he site (•pproxinate percent slope)' n "hat general type. of .oils are found on the site (for example, clay, sand, gravel, pea:, If you }snow the classification of .gricultur•1 .o11., specify them and nocc any prime farmland. //9/! / /J6, /. /f'/ //i, �/ tie there surface Iodination. or hi.tory of uns able .oils 1n the tnnedlate vicinity? I: , describe. /// TJ, 1 SPONX ENVIROIR2NTAL ORDINANCE directly of facing the property covered, 1 c / : /h /7, , ;t, Zt e A /_/,, 4 t 4 i" %J . 1 <7 C-/ Hy:. 4/i i 2 / Ge' />.rcny x"r✓ ,r -7 v' / styli <i /i�7 a /Cj p 9J,4 ,:flit /silt` lz / ?l,i l /1(/' /Cd, :9 ✓ Z/1 (_i F! /.. /roe•i.'- J,i % 11 : ' - i�1 > /l /s' / �r ' - %,y :e? Cv.lua clan For Agency Use Only W your (WAC 197 -11 -960) Section 11.10.23. B. ENVIRONMENTAL ELEMENTS(continued) 2. AIR Describe the purpose, type, and approximate quantities of any filling or grading proposed Indicate source of fill. 6- zerd/1i),2 /J% S /IP/ / All G-7..L &-*4 /? , / /?i'/1! Could erns ton our 54 are SBT$�cl eari ng, con� �J aton, or use (4//to-7,1 deft; h-/1/;$ C/) g. About what percent f the site will be covered with impervious surfaces after project construc- tion (for example, sphalt or buildings)? �G /rA ind,? , .57 //26!6'/,9' //c; /ill- /4) . ✓/ %4- I. ■ - h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: At' %/nd /./ y�i"t/ /a /i gre: -L 7,"5-,7_27,1 ref 4/('/'f "6> / Y71 ✓ d�71 (inn-Me/ 1%/�t!� <.,r/ / /kind': /7'i- f/de. - K j S.i iri tz''; l //� mac' /2,./f a /f A,ti% / / %! 1 C.!% Z. " let What type o f emissions to the air would result from the proposal (I.e., dust, automobile, odors industrial, wood spoke) during construction and when the prole t is completed[ if any, generally describe and give approximate quantltes if known. ".1j/ (,;v,J/ ,'7, / C.re in/ /Sf 4-' ,. -1,7:51r//1, e /17/1,).';7/ _;✓-t& Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. r / /h2 /%ra' /Oc ! /7/ 114/72: lr. :irtn i' = ii 0/ Lr -1 Ii.F. . /�.r, /. ✓i.iuG c. Proposed measures to reduce or control emi J. WATER SPOKANE ENVIRONMENTAL ORDIXAN % Cr 8 / /oh ,/ 4C /c 7ltAV et- / J / If so, generally describe. l ✓G7 �'✓ Vece 4 ons or other impacts to air, if any. //0 Surface (1) is there any'surface water body on or in the immediate vicinity of the site including year - round and seasonal streams, saltwater, lakes, ponds, wetlands)? If j describe type end provide names. If appropriate, state what stream or river it flows into. /)r (21 VIII the project require any work over, in, or adjacent to (within 200 feet) the described waters? If 'yes, please describe and attach available plans. 3 Evaluation For Agency Use On1 CE F 1 'W ;CA (WAG 197 -11 -960) Section 11.10. 27f E. ENVIROMEENIAL ELEHEN:S (continued) (3) Estimate the amount of fill and dredge material that would be placed In or ved from the surface eater or wetland. and Indicate the area of the site that w ould be affected. • Indicate the source of (111 material. (5) b. Ground (1) Will groundwater descripption, purpose. a 7 6P / /ICY ', e • (1) Vill the proposal require surface utter withdrawals or diver.iora7 [ion, purpose, and approximate quantities, if known. Dot. chc propmaal l i e within a 100 — year flood plain? It s o , note ---------- /71? on the l -- /Zn fin A17 SPOKANE ENVIROl1SEVIA 0RDINA1IL7 (6) Does the proposal involve any di.cher2es of waste materials to surface water.' If mo describe the type of waste and anticipated volute of dl•eha rgc ' . be withdrawn, or will water be discharged to groundwater' Clv< nd •pproximace quantiti.,, i( known general 17 rrfl J . (� fiat /6 - /Zi 7c ' c 2 z n--/".%/1/ , iTh% / / /!i!rtreri (2) Describe vaste material char will be discharged into the ground from septic ranks or ocher .oltary wes t < treatment facility. Describe the general mint of the system, the number of houses co be served (if applicable) or the number of Dena the •y ate v(s) a[c expected co / LJri . t,F %v /I/ i/ ' %? N9?!. sG Cry gel ()) Describe any systems, ocher than those designed for the disposal of anic•ry waste, installed for the purpose of discharging fluid. below the ground surface (includes systems much as chose for Ore dispo ei of storm water r drainage from floor drain o •) Demerit, te. the type of system, the amount of material to be disposed of chc mays 'nhe • the and the a of y through likely or be a r e , sat of firefighting g .e[Ivtet aerials which may enter she aystm inadvertently through spills or as a r .alt of (1 ref 18hr ing u). / %TM / �. t, �; ,' � : !✓ : s'1ll 1'✓ : /J ✓Ja%!r/ r2," J!, :1/3 /!fob7-1 ���r h• ��� %t./ /i //i/ ! /v.'F1 /'»' S -liG7:i' . /YIel (t) Will any chemical. (eopeetally organic solvents or petroleum fuels) be stored In above — ground ground! or underground storage tang.! If so, what types and quantities of material. will be Evaluation For Agency Use Only / ✓4 c.11.:. (� . 4teice-OP ‘3-4'4i9 (VAC 191-11 -960) Section 11.10.210(1) S. CNVlR0W0arrA1 CLCIR?CS (concinu r • / 4- I.0 PIAVTS a. C heek or circle type of vegetation found on the site. / deciduous tree. elder, maple, aspen, ocher. X evergreen tree: fir. cedar, pine, other. 0 shrub. S PO RANL LINIROHt2NGL ORDIIIANCE (5) Vh.t protective measures vill be taken to Insure that leaks or spills of any chemical. stor'ed or used on site vill not be alloyed to percolate to groundwater (this include. vusures Lo keep chemical. ouc of disposal systems described in 3b(2) and 5b(5)? (3) Could mate materials enter ground or .urface water•• 1f erall describe. generally ribs. x pasture. crop or grain. vet soil plants, catcall, buttercup, bullrush, skunk cabbage, other. water plans.' water idly, celgrass, ailfoil, ocher. ocher type. of vegetation. b. nt o. veg tation will be removed o altered'. / L/ Wh t kl d and mou CSC:/ // r J d /S / c "i;' �/G �Z /G'LL/ C1 - , alt/ /.7 i f7 77-1 i /:c° � l i I�G .LY j. 170 tf r ?r'°✓ /1/7f /21.4 7 /. j ire; 17 et/ .. e. List threatened or endangered species known to be on or neer the site pe 5 Propo ee , , reduce or control surf. ground, na runoff water est • sun to vIthIn the n cite gr cl ate t., t( any (if the prop. �. u n c surface, ]h(5), and ye,� Iv. A.e d. l c (1) lei fh clan nn ) :pl. n.r ion. re lerin to facilities. concerning Section. JLG(2) of chi. checklist): � f tiiileS . — / � I " Y I /Sid-4e-4/ Jki e- /leg / rf'i/'F-inc / Ji i er: „i i,' _ �/c 2 it fi - � ft-i2e. in //1/4.2-17 /J,A > /efi !,L /% `C-' QI,C'Fi -ch ti) 45./7 el-79 ./:n /e�'7l /��� / ;�En, ('>i'i2 f/> /„'_eft. <. d. Proposed landscaping, u ( clue plants,/o/ the/ . r0 preserve-or enhance vegetation / on the site, if any ! / 7`r,2NAItt /' / / /1i - . % ' %:'av e>7 YLti / :y 'oh 7 1/ o 4 1, 41, -;Ii /i<s -✓ ,qtr' i /7erin, 4i .76 -2' -2 E, / /e:, /4 i.ct E valuation For Agency Use Only c, Water Runoff (including store 'ester). • (1) Describe the source of runoff (including storm utter) and method of collection and disposal 12 any (include Quantities, If known) Where will this water flow ?? 4111 this water flaw into other utter.? If so. describe. I y j OLr fG n N flu, • p/ A. Jim /4cd'O/rcily ?/. J-/"'- � / � 4 liic r,. ;, �" S /.C.. /L r!%" l)e ?2 i 62 � //,J%7/1 f -/ l / /'f /i4r VC /1i '.) %1,:f7 17//e)- :: lL1E / -7 '1Lr /Cv^ / a. i// / / /t.- %Ilil .' L/7a (2) Will any chemicals be scored, handled or used an the site in o location where 'pill or 1 leak vlll drain to surface or groundwater or to • scorn voter disposal sy•tm discharging to surface or groundwater AEA ckt'1a e lyeuT (YAC )97 -II -960) Section 11.10.270(11.-' - B. ENVIRONMENTAL ELEMENTS (continues, c. Is the site part of a ligration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, If any: SPOKANE ENVIRONMENTAL ORDINANCE 5. ANIMALS a. Circle any birds and animals which have been observed on or near the or near the site: birds: hawk, heron, eagle, songbirds other: mammals: deer, bear, elk, beaver,.other' fish: ' bass, salmon, trout, herring, shellfish, other: other: List any threatened or endangered s // ecles known to be on or near the site. / y/)1 /!f/n e or are known to be on 5 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. �/ ,/ !. 4 4e- -/ ifn A/'11i ! / % 1! eih A9 /7� Gl i i1 A -//[% ,'r2//. oP ;47/ pi e/474- 474- c2 /4en, h. Would your project affect the potential use of solar energy by adjacent properties? If so. generally describe. / //l / /.Y /e2, 54 lt7X / 12, 4. 4rw- /icf >./� St / ez /ii 94v /,7. / c. What kinds of energy conservation features are included in the plans of this proposal' List other proposed measures to reduce or control energy Impacts, If any /AY r/ vti r'2/ lie h %sir' „;‚j /4/x6! / //yd! % ii/ {lei /1/n, /.'i-lz h, 4.2.&e4- . /X /71 �%! /.YC. /r L���C /f�- -fi.i fi'J f . �fY•'h /!.' 1. ENVIRONMENTAL HEALTH % - a Are there any environmental health hazards, including exposure to toxic chemicals, risk of (Ire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. w,,'-'Eyi ry,i C9i'� ?ZS /'�' /' ?: e'7Acir —'--. ,1 !!w =�I ° ✓ ✓J ! • C,.%, rr. /{ , i �i Y, Co.f�.'fi / - / (1) Describe'special emergency services that might be required. /D/ 6 Evaluation For i Agency Use Only , 4f iiy/ ) 2cwi4Viv * >y1 14 I or, cifW 6 (VAC 19) - 11 - 960) Section 11.10.130(1) • S. rWVIRONIRRIAl LLtt28rS (continued) a• CIIVIRDHHEIRA. RLATH (continued) (2) proposed measures to reduce or control ta.ironmeneal health hazards, if any: (1)•eWhat type of noise exist In the •e which may affect your project (for a L .plc. traffic e y,sl I'Nil ant, operation. other' / /&' 0: i}i� ✓, � /' !Jt /. /„( ft il I - (2) Uhat types and levels of noise would be created by or •• ousted with the project on short - term or • long - term basis (tor enmple: 'raffle, conscgclon, ape n� n ocher,)' t dlute wh.c hours noise would come from the site. Lr4nil CY2a,i.✓y,ah m ,rl4re� hIa �elauel- e j , - , e / l y 6 j r e eti )t1 is t I .- o / f < /#,pr - rii i J / )jte %jl li J,n4, I i// he/ /Ao..; ' -Jr .LC. /r,L /%tc /' i ll.rj . Net , /et/17 ihCn'4 /1i ;e fife !.'fell deite(.> /ij$ ;.ri //JCL (3) proposed measure to reduce or contr % ol not.e Impact.. if any n S. LAND AHD SHORELINE USE /.l 1 s. What le the current use of the site end Adjacent properties' AO .flr9/o - 7 4;4,,4 /i e...,?; el Ed/ (17 'iii Cain/ Q-1' / «r/ %P' Y.)t !/yt,:1. - 2!1 ' e t! lr / =s.., 1,f, ,t aje 4 i7f l< se Has the site been used for agriculture' I( , describe. Plo ',tttt / ! e. Describe any structure. on the .Ste. - 1 %I•.A� ryi,� /C��je'•, 24 t/�.!' _ S /!yidri' �% tee-1r -- /eke, /i yc i /7!A ICPA -ti Will any structures be denollahed' If •o, which! rr !%// .5) /ZI'n !i- J// L o c''1f M,at is the current coning clsssiflc,cion of the 'lice' What is the current comprehensive plan designation of the sire" 'h If applicable, whet Is the, current shoreline master progr•o designation of the LLCe? h item any part of the sloe been clea•ttied a• an environmentally •cnaiclve areal If so, specify /10 SPOKANE EHVIROIMEHEAL ORDINANCE • 1. Approximately how many people would r r o eside work to the completed projectl • 9 / ;PO 19,triai Evaluation For Agency Use Only Ctit Q4 (VAC 197 -11 -960) Section 11.10. 230(` ENV IRO1O ELL•CENtS (continued) Approximately hov many people would the completed project displace? Proposed matures to avoid or reduce di•plae®ent impact., if any: /,i:e- Proposed measures to ensure the proposal is comp•tible plans, if any: . r - 94;4 t / ∎ /h/ i?, / ("?-11:;>—*(' !� *1 f. : . 7";?P/ 9. HOUSING a. Approximately hov many unite would be provided, if any? low- income housing. c. Provo.ed manure. co reduce or control .esthetic impact., if .my L i> ihvi a iJ,:, J i /7rn/ ?//.', / �n C. /'H// /Ti 7 Q S POT.AM! INVIRONCDNLU. OROINANCL with existing and projected Land uses and % ! / e/L i j G. =' 5.4;;;;; ✓lily=, C - ✓�' .192Ye ;yG'% Indicate whether high -, middle- b. Approximately hov many unit.. if eny, would be eliminated? Indicate vhcther high -, middle-, or low income housing. /, ' 7 1 ../.b / �, /;ti; ,7 t / <, "d c. Proposed measures to reduce or control housing impact., if any: / % , 10 AFSTI¢TICS Vbet i' ebc tallest height of eny proposed structure(,), not including Antennas? What le the principal exterior building mererial(e) proposed? T/ '171 ?- /1 �/m%,i /i lv/// Ile- 1/ /J . /e! /2; <e 7 •f/ 7 � Vetter-re-- • _ : /i / ✓fG /-/" CeVn /r_ / 7 4 Imat view. In the immediate vicinity would be . leered or ob. Eruct edt neine- ho- II. LICIIC AND CLARI That type of light or glare will the proposal produce? Chet time of day would /I72 %✓ /// / /b 424%. k! ✓/ / ///,rL ;/ r / �i /� v % /,� /z'- Could light or glare from the finished project be A ...Eery hazard or iaterfeee c. Vhat existing o(( -.ice source. of light or glare may affect your propoeal? /'f tb'7e - (/) /: ✓�� / <� t4 %:7 r t *k. -a- r_ / d. Proposed ma.urn, CO reduce or ontrol light and glare impact., it eny: / tai" 1-4i,i4 /;(4t /vi // /2< </ /e_c i 7 / ,, 1 i -Y CP /CJJ1 -' - fr'C- 1. /,(4< Q/J7i e..-11 r it mainly occur' ce%21 7; "Vet 1)2)1 / /i -41,/-41,516 c!J/ e� / i�r�:ny_ with view. _valuation For Agency Ilse Only . I yil (VAC 197 -11 -960) Section 11.10.330(1) 1. TNVIRONKEETAL ELTMNn (cootlom 13. RECREATION a. What de.lgnatcd and informal retread . .$4. • e. Proposed measures to reduce or control tmpocts on recreation. including tics to be provided by the project or applicant, if any: fi D h r , ,v e Proposed mes•uren :o reduce or control impacts, I( ,r � .my: 1 opportunities are in the immediate vicinity! /i/iel .1//): rs /4o% 7/1 .4v&. -% Will the project use (or occur In she immediate vicinity of) meter, If so generally describe STORAfE PNVIRONMfNTAL ORDINANCE 9 Would the proposed project displace any enticing recreational use. If met, de¢ribe. li,.JdGrG: recreational opporcunl- 13. HISTORIC ANO CULTURAL PRESERVATION Arc there any places or objects listed o n or proposed for national, state or local Lion register. known to be on or next to the site' If .o, generally describe. ?ref crva- D. Generally describe Any landmark. or evidence of historic' archaeological, scientific or cultural importance known to be on or next to [he site. 14. TRANSPORTATION a. Identify public .erects and highway. serving the site - And describe proposed access to the existing street sys em. Shoran site plan., if any. g ..p r le e6-2 44 4;f , r *rved flu;- j ' � a!/ - /LT` i —/ /r �/1 :1 4 _>grU�i 7 %JY.7r�%2 dlr. iciii% /�' iP /s'r'f;' /l' exer-'- 4> x-- r7/, sae /.,sir, Is ace eurren[ly served b ?al lss transit] ,If no .'hat the [, t• pp imete dl c .a_re.t I ran. it • cop ' rt : r ,ti7e 4 J,7ti 67 i MOi ' i / R - P,'frs- y J to the /U 1 2. ' neLhµ'f) , l+% //%u, '/ j /we' ,9o,%d ,, : p ffir - rite; - e il av m�any parking Apace• would the completed project hive! Nov many would the project eliminate' /kit" /17// 1 2/2 - 4 -i 4 - / ' ' ,1247//,/ �i /ilY- //K� -71'/97 "o yeilefernie /.., // `e- Will - :or :. require Any new roads or street., or improvements to existing road. or streets not including drivevey.1 Irno, generally describe (Indicate vhcther public or prtvatc) ill, or air cran.portaclon' bl v..v. milli ; Via' f rottr Part Ca Rtrk- R 1 ( y are w /'to . Wit�P cc St It 6 16 96g-- I,UStCr re?I'f63 frz{ -fl:, ^_✓ n{' Svppleut?t+ - fn eu ;, -�> j4 krs<<. Evaluation For Agency use Only (VAC 197 - 11 -960) Sect ton 11.10.230(7' D. EOM IBOWEN"AL ELEMENTS (continued) 15. PUBLIC SERVICES Uould the pro Jett r sult in . police protection, health care /, /e r.'ir? 11-r 1/7" SPOKANE ENVIRONMENTAL ORDINANCE _.. filar ear ed need for public service. ((or example, fire protection, school., other)? If a o , generally describe. ref G /%r, R /rr/>/ / »riri 7'tt t/ /iii :�e.V - Fef iii 771 T / f /%is ° / /; t t ir..r(. / fr b. Propos ed measures to reduce or control dlrC ct Impact. on public •cry ice., 1.' any: 16. UTILITIES a. Circle act1iti ea currently Av. il.ble et. the ate: elect lefty, natural gas master, refuse e ry tee, to lephonc, snit.ry .ewer ...s m och.r yxGe oil b. Describe she tat( lit in that a c propo.cd for the project, the utility providing the . cute. and the general cons [runt ion activtti on the site or in the immediate vie intcy vhteh might be needed^ cs Evalua For Agency U.. Only (. Poo many vch:nula: trips per day would he generated by the' couple red project.'. If known, • i when peak would occur. 7 /� V .pt& Il D7;� "GS "n.'; �� 7/d IP -rro n/ G ri.•1'//)-' (� / ! i r t/ /h - 'G7i.4 - Z17 I fik-: r.=Y / /�'i�ije;i�f�.4422 /karma /iG 4,,q inn _ , /-e ivr-d 7r «ii<r . �i Pi), _ / /111/70' �E. Propo. ed manure: to reduce or control tr•n•por•t fon lop.ct•, it any: r 7 Iana /z!% (.Clth k 4 2, ; ?r/v /c ,'y.1 /7 / /22/ { , fez.. - ) 1 9/i - /.rh 4 (ii ?i&r C ( • 44. 7kr , [ire. ?<' h • • 7/7g.• '? /toAtit- " 5. Fiv/ec __ 64,7 ./3.2.4,-,-,-, / l.,j' . l! /i /.: Jr; , v , 7,-.6„ 1 /i,ry 4' /v>vc- .. k-- .- : 454 7 1/4- j;',4 >>; C. SL CHINA/ / /�Llz % /.i . � 1, the under. tailed ewe • ka r under the penalty of perjury ch.t the about re. pone e. . e ma de truthfully and to the bets of my ,ow led 1c. I also under And .1..t, s lould or there be any vllllul mi s rep re. ant a elan o willful lack of f u11 dl melo.ure on my part, the agency may v lthd raw any de termini Lion o non. igni ((cane that it night l ea aa. In rel lance upon chls eb.ckll at D. te: Proponent. Phone % -, TOR STATE USE ONLT (Sign. cure) 971 - 7E ` t Phone: L /Y 7c Proponent Person completing form ' 1,.> /l //. /i Mt ", (Plena Print or Type) //,� Add re•.: % �'/'G %) /1 ri Y•G ly/ /y t�i. 7/, 7 - 3 - 9Z Scat member(.) reviewing checklist: E,1914.1. � . k ) t Ty 6e. ed on thi s scat review of thc envtronmcne al checkli rc and oche) pertinent inform. / t inn, the ec.ff A. " Conclude clot there are no probable signlf f cant .doer.. 1m pact a .nd recommend. s deecrmtoatton of non. ignificcnc e. D. f Conclude s i that probable .igoi( leant adverse environmcnc.1 impact. do ext ( or the current proposal cod recommend. a mi Lig.t ed deter - mina tion of non. igolf Seance with conditions C. Conclude. that there are probable signif ie.ot adverse rovirormeot.l imp.cts and recommends a determination of •ign1(l cane e. TILING TEE - 173.00 10 PE- 1682- 92/ZE- 45- 92/PUDE -11 -92 • .rw. • . natiasameit U rd M WELL ui FOVRTH 7 9 EFWAY Q 1.1:00 MO A'L L e.Y WAY z2 o f Z o et AYE BOONS DES MET AVE 0L / AV! k o ia Iy 0 No 2312+ A VE RA /LROAD 0 ft. /965 7o r j H A N r4 O = AV 2PR POST rFFICEJ 1\J J� ; RD 41 4 Ti-/ rrif AV E. D E 5ME A TP Lpo I s.: ;7 R IVERSIOE t-1 : I 7-ol -"■I'L 50' q. .- ,:= 40' CC I , t1 en it : •: z t -- LI -- i r 1 '..) - -1.-44- 15 t ‘..2- . . . - L , ..a ... 94 4,1 ' 11 'IR \\ .71.151551- wog 0 s'44 rincysors ...ye, i cf 0 ' N x s•-• -;-''' a' It D CD ' _J er... 1. :— Q 1 2 . ...,, s .. i , -!'; ,r 7 ..„ s'ku V„, ' '4 G . (- 3 4 : -- . ;e . 2 Ci-ttr 9 t-4*-4- — '...: C' '' a:11 4s— r" - '111 1 .2 t4,---Cr- a. -am— 3 C.?. l ' L I .3 t 0 I X .2 . Llee 4., Lo ,....i -L'2.--- .147. I --- --4 fii': • ' - :- i , i 0 ,•:': : 5 ' ..i -'-C . •-•' b . ; 7.711 OI CAT ?it_ 219 I-50 -+ ha 7. kJ ^ 1 4 8 5 k 1 En2oADW et RIVERSIDE; 1 oa ■ o 7.5 c 44 13 0 0 E_ . 83 Cl_ (.0 t . 1 4 , e AV 14 44 --4.15' 1 I N hRTH 8 7 P N 5 L.JUNIC5 ‘ e. Ns/ 1., e • • , , AVENUE ■?i 1 k ) 1 t , I No 1761-40 ,frilGik. 5cHociL\i • •o- 1 „ 1.,01 .., ,,( ji liv O ca a l o . t— R- I 7 -r O ,,„ co • 114 E Y WAY t Co 4 0 s ets (2 c”' e I4 P ' gt;scia, 1127 '`o ■44). ■••4 0 Al hia IA' ,4 : l t 35 - 2_ .51 -- ±11 12° Pepj7.4 011 ' I N'11,1-5 . V111 tn U.I1 2 I i fil l 01: 1 1 75 7- C n .1 . .I 01 S ‘11 H 83 ..BRoADwAY N al ZOI - 40• - 5 z iac tt, r — 1 4/41C-.34444, 210,14 AI ( _ , e . S...C23-5, I l''' I 'Deed For .1 this 400' R/W Value/e35, Ste F//e Z/59 5c AVE NIUE ce 4 :7 q-0 11 -p .. 0 0. D co .54 E c '' ...t ' 0 1..LN 9 L'„,a .0.1.4 2 ° Co I VE 4, c,o Q in \s., (. . V 4 9 a L.C. o ^). '0 tit 'et 4. i en 1 + CT voc..4 v - as. t, 4 14 ( Y0 "") a•-• C; 2 a G ' T 1 r A. p 4 0-05 Lt _ • I • ( 64-7 I T P. 1 25 n.4on e4 Into - k Boone 31 0 7 0 7 _ L 11 II I Pe Smef - -4 I II 1 I....0 • Lo 344j3 way • w i t r No1201-40' lat 211 14: Mai n Ave. 30' • He ITOZ .4 - Rtverside.. + 103 T rD I 4z22 • I 1 1dt l 11 l`Li.'(a �) . � tivi t`53�' ) Ti. Jinx- PLANNING DEPARTMENT PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION � PART I t t NAME OF A PPLICANT/REPRESENTATIVE: /() Ig £v 4 . (-6-,(R 1 C M MAILING ADDRESS: - k £' A .6_otuJJ . CITY: `. iFC r CC L STATE: L , ZIP: c rci 2 12._ PHONE: 1 G 2 ' 7 L _ (work) 1 , (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: ( I KE. 0 2 j)L nn /-$ U�� � PHONE: - I 7 - • '7(, MAILING ADDRESS: 1U - 2-Ch 6; /O4)/ pC , A. GENF,RAI, INFORMATION; PROJECT/PROPOSAL SIIL AREA (acres or sq. ft) / r 74' 2C,4 ; • ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) L • 0 ASSESSOR PARCEL #S OF PROJECT/PROPOSAL ((_,c; 4 4- ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED STREET ADDRESS OF PROPOSAL el. , / 24 71 12QC D(,0) EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) U IC --'; , C r) - EXISTING USE OF PROPERTY Ic� PROPOSED ZONING j 1 . —2-7- COMPREHENSIVE PLAN / c1TEGORY / / j - r?-1 � SCHOOL DISTRICT L` / ( � fr r g//l (-- V,,(>T-j�Cy 26 D C Ys FIRE DISTRICT ' WATER PURVEYOR N�I�5R �\ PROPOSED USE OF PROPERTY: Single family dwellings ( ) Manufactured homes ( ) Other ( ) - Describe: Duplexes ( ) Multifamily dwellings ( ) • Business ( ) Industrial //" �,(-n 1 CIA* � I GC O Mixed Use ( ) LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: B . LEGAL /ZONE RECLASSIFICATION INFORMATION LOCATION OF PROPOSAL: e1\ E-J0 IV! Or DN S s r��r., SECTION ( T OWNSHIP l RANGE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: f )4-D1-0P'Y / WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: tic. 7 :feen DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR ARTERIAL (v-YES ( ) NO NAME(S) OF ARTERIAL R OADS ,QGG41/l/L JJ e f `: / /' / 1p j ��// LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Sui v.py LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDE9ON PRELII�fINARY'SUADIVISIO,NA7 MAP AND REQUESTED ZONING FOR EACH LOT AND BeCK FOR 1;4UL 3PI E 2(p NEREQUESIS� _ Viz' 4E I cn �Y r 1 L 6v i SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 2 of 4 IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAKE THIS - PROPOSAL WARRANTED? - 7)/ jtnrlpra /J Hh P BX , /iah OF fie- ear / /4y /L / PP /r/er 'i &- neeit 4- mine- , feat -e- b /f r4s eq' WHAT IMPACT WILL THE PROPOSED ZONE RECLASSIFICATION HAVE ON THE ADJACENT PROPERTIES? /mit jT (.74,y .rjfeeiy v 4 , //a/ WHAT FACTORS SUPPORT THE ZONE RECLASSIFICATION? - Mt - a/ d, phi /${ 4-, 44 4-, 44 ( k41/ 7 /ter.. /e/l/nr, / eat, ' k )- f eettA/.en /- /9-ii 7.,n.er Yi 4C — __ WHAT MEASURES DO YOU PROPOSE TO MITIGATE YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? etgheY, f/}pay / . ( /n?r my c/n 'Pe) / / ✓ 4 n,2 r4-: (4711 -, "ri ✓ A , ire q/i clean- 42 coati ree;-4'.-.ion - C. PRELIMINARY SUBDIVISION GENERAL INFORMATION: NUMBER OF LOTS: 4 GROSS AREA: 1 4 �/ t76'e/ v TYPICAL LOT SIZE' t 7oao A, PROPOSED NET DENSITY *: n iom ) SMALLEST LOT SI7F• 1hyn -70, MINIMUM FRONTAGE: 'ff /9' 7 -1/ PROPOSED SOURCE OF WATER: Individual wells ( ) Public system (j4 Private Community System ( ) Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer (-7 Community system Double Plumbing ( ) Dry Sewer ( ) Describe: () UTILITY COMPANIES AND /OR DISTRICTS TO P ROVIDE SERVICE TO THIS PROPOSAL: Electricity: r/'1De&97 Gas: / k r / 9 Water: Sewer: /2/1C4 Septic tank and drainfield ( ) Other () 6 /4/11, (hone: Wq. DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS PROPOSAL? Yes ( ) No ( ) IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads (LT Public roads ( ) Arterial roads ( ) Tract X roads ( ) i ,r DESCRIBE ANY COMBINATION OF ABOVE: L'D/uh&efirs, 01 inl l/h r/,F ,04r46n4 ea./j.t ga //tr ./ /de'A /'/ a t.0 6/ii✓�,� ,z'Cei7 /a'iit% /) /h sr aiia, ESTIIMM TIME PERIOD EXPECTED FOR COMPLE 1 b DEVELOPMENT OF THE SUBDIVISION: Hl7I?' Cf�r� -S U IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Yes (s No O IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes (t...)-No ( ) IF YES, DESCRIBE: it shfo 4 /J /14 bGl i/ah // ,4/ %vrn � - kind 6i/6z,//,'if / - ✓ * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND /OR PUBLIC ROAD AREA. SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 3 of 4 PART II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI 11EN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDEN1IFIED RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DIS 1 RIOT NO ' B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYS IEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. C. RECOMMENDED FIRE FLOW: 3 »8(?, ,4, ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. D. REQUIREMENTS INCLUDE: is i r.t /Zi 77 it d T irr H, .54)- %...,yam 6' ,&/' ( v574 en,/ FIRE DISTRICT / GNATURE/I'ITLE / i y �ATE ( ✓' / ( - lL� .2 cin , c r-J L l \_/ r 1/ .���.- / .7✓I r-�, < ✓mac r. r - r3r.i�o. elY is /. - CL / 7 WATER PURVEYOR A . SATISFACTORY ARRANGEMENT C WATER AND FIRE FLOW REQUIREMENTS (44:5M) / (HAVE NOT) BEEN MADE. L B. REQUIREMENTS COMMENTS: P 11/477' /)L14- (f1Up'&. a441 4 zeiP ,se ar >< 2 71 (het - 42 4 �' . / cr /zoerCn & WATER DISTRICT SIVNAT /TITLE DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: A. COMMENTS: FIRE MARSHALL /FIRE DISTRICT C SIGNATURE/I•I E COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (14,WE) (HAVE,}VOT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS ovaa/ A. COMMENTS: c r Oho k - Alt/ SIGNATURE/TITLE HEALTH DISTRICT SEWER PURVEYOR SIGNATURE/TITLE *51/2._ E 3 -2.i i2- DATE A PRELIMINARY DISCUSSION HAS TAKEN PLACE ENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) AVE NOT) BEEN SATISFIED. A. COMMENTS: SIGNATURE/TITLE / A TE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. 32.8 DATE EXPIRES 7117' 97 • SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 4 of 4 I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION � RE9UE TED AND THE ZONING MAP, LEGAL DESCR1VI ION, AND PRELIMINARY PLAT HAVE BEEN "' I ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF COUNTY ZONING /SUBDIVISION REGULATIONS AND THE LAWS OF THE STATE OF I, THE UNDERSIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRI1 1EN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. •- SIGNED: 7,72c/' /1-e DATE: ADDRESS: /// ) /130 3 G.. a .__,_ PHONE: (/Q Vet 1 fy__i t4 ZIP: 7V. U/tcf - 2, ? SIGNA TURE OF APPLICANT OR REP NTATIVE DATE STATE OF WASHINGTON ) ) ss: COUNTY OF SPOKANE eL 41 NOTAa,X SEAL, ,., DATE SUBMITTED: NED: ,Cganilte■E-J DRESS: N. 90 9 Av.. e nna. R1• SOO k.4 PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) PART III SURVEYOR VERIFICATION Notary Public in and for the State of Washington Residing at:. ' )TQ 1 / .� My appointment expires: (Sl �: PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) DATE ACCEPTED: BY: TOTAL FEES: RECEIPT #: DATE: 7/4(92- PHONE: 926 (3 Lt ZIP: 99L1 L SIGNED AND SWORN TO/AFFIRM BEFORE ME ON THIS c� — DAY OF I� l1{ _,1992,BY /0 (�'C.A_,��11 omu.l .....,uWaling I.....ift.i.. V11,IF 7 HAf t t� 'jtrILAL Mb(-9k H!.-fwWL9 -v r1— fl I Apr aza b.Ri n l a220 dfff 1 7- - 0 A nl �:izee�7n�rr� i I•) 1_ _ ...YY. (5) ,A/ ME ID WIP!/{v to NIII. iT 21 nWpe s M Mal .8i ocwfi.rtal W J _ !f.IC r- - - y —r n o e0 rG•eP P.m/4 A o re' pew SITE DEVELOPMENT PLAN f.,o -a' o .E <.....al, 240 C= LLIdLA1 : I�fYe >k V . YL 4i-Sn /tea - 'lw lwTal w cm' Flats. , W.fh E b' cue M H., 04 • n.. a6• am l mb fl wte VW Ni b I cy tvwf , rob A . I lro <4 /L e 1,,- .N F?. . MI. 9 rt ,Taus. /'a:lo Apes. - Mw Ay at rw+nL nw.a t ....,.. m„,„, " 60 FieLV- 6 ... n . . ., v.• n . "Y .. .1 , Tme 1. ttrcII „.. » c re sxv..I ..... Qv. • S...•w ,. -....I n Y. 11-1., .. F' 1s' sat:rs' r" L a 6 11011,710 .17-11 thlk....14 it DESIGN ALLIANCE ;n°, e Wrrntar vtw lEActik.;ehm.: ` p ass n or✓nume {-, stcr . • / .architects • planners nisi pi:any -w 1III00100UEU • SKIM. n 001. 111-1111 “_12a& _NNlad 11— --all' ^ w, pli ,zol -"OC- 50 9 2 H - $ 4 - 4 T'. DE / 1 1 ' wl —" �— iol 22 9 Azt,k4LI.., 1, I 4 1' I I I L9 -1A1 AE I 1*O7l 4 RIVERSIDE, : 5 4 4 4 r _33Ly/F 2OADWf.s ;1 8 Oa< 40 0 Q C2 o N � Z 33 b Y 34 BOON 40' AVENUE °; 1 '4f r 87 0 t- H4- 0. /n VA i i LEY WAY 2 O / � 3 1 ' 1 4 lV 3 - G 0 s« Y - 7 .x_2191 -5O' 0 'Decd For d z this 400'R /W vahie /ess, see al 1 35 File Z/59 3C �I a 0 75 /0'.2 BROAD WAY_ 4hrj -46 N p RTH P I N S • !JUNIC5?Z c - I 5CHOOL No. 1761 -40 1-11 -4' JU ,II Ix �9' I .2 a I Qo e 2 �I 115 i l 6 j I ' ui N -�S 1 a c 5E 0 C �. S4 S 2 9 V AVE poi+ a. 1,3 -; . .a [1$ wee' L/!/ 7 Coln 482- 6 �µ1�1nTC - O' ' S it 3.z I 6 +7 1 T. P. 125 t N_ 4> JT n400 N'1 1 AVENUE f B00ne - 4151 _ a, T1I 11 am . De Sme + -4o' z1. I No.1754 r • 2 /0/ CSTAL DO N'z z1I MI -' i 1 'n Kt o- oI h 'C I i Wes ' I�vAV %4 Cor Z-'-CG-4 - -o — /� .P a 0'05 Lt !611 Il i 1Q I IN I N if;I v 10 V Mon Ave. q M 1/V e River I& ',4.222 - 1 • 1' •I‘ • 6 M ••711, • ...WWI. le • - ft.6%1•66.7Cue f 111•1 IS 14 3A 1 A V / *-2 an v Nets erS 1. 3 VAS 3 (3 •I 7. • 4), 317 I 3Av Nivw „ • - JIA *IA) X 6 c.• r 7 :.Z 7A/70 6 6 1.1 7 : -• J‘Cti Una.. 40:s • w ee. • AVA4 4 11 et •1 i 0 Xi • lmo• <c) • ; W tloc•e,.44 • . z.: 7 3 V • kl? 17 00114 R / FT I . . , • r13013d 1SOci N 0 00 '1 • • • C6 61 '73 v x ?arm P. • /1/4V MN 0 0 te tiO 1 >11V N "ce • • s t • %U ti; AtnAuvu'itrtid • 1 V ; • • •I • • se bfr 4 1;11 . a ••=1150•1 Ere 1 • ift n 77 n e l r n I z AV 13 I.^4 S3a 3t • 4. 0 0 1 1:1 0 ..1=•••■ 3AV ASM•• N U 1 7 g 01 1.1 IS j P-4 •.9 n 01 /tibe 1R7y +31E Z 5N :41•6.1). ' • 4 0 0 1 1 , ab.Z? 6 r- 4 0‘ 4 A F CCI eZZ \‘, g06-1)■1:VH ,or S9 61 7 3 , Z6-II-affild/Z6-SraZ/Z6-Z89T-ad VIRON CREC ELICIT iSv 4 SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230 [1] ' (VAC 197 -11 -9601 Section 11.10.230x Complete this checklist for nonproject proposals, even though questions may be answered 'does not apply'. IN ADDITION, complete the SUPPLEMENTAL SHEET FOR HONPROJECT ACTIONS(Part D1. A. BACKGROUND I. :lane of- proposed project, If app l ice ble. SPOKANE ENVIRONMENTAL ORDINANCE Environmental Checklist File No. Purpose of Checklist: The State Environmental Policy Act (SEPA) chapter 47.210 RCV, requires all governmental, agencies to consider the environmental impacts of a proposal before raking 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 (roil your proposal (and to reduce or avoid impacts from the proposal, if It can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic Information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You rust answer each question accuratc .,,d ccr,fully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write 'do not know' or 'does not apply.' Complete answers to the questions now may avoid unnecessary delays later. Sore 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 theme 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' For nonproject actions. the references in the checklist to the words 'project,' 'applicant,' and 'property or site' should be read as 'proposal,' 'proposer,' and 'affected geographic area,' respectively. m / 2. Marc of Applicant: l .S "l / /` /G rs 7. Address and phone number of applicant or contact eon:' ' 4/7):// n > f r Date checklist prepared: . //CA / - x z . Agency requesting checklist 5N/IAlain. 1! /.r ./t/2/2/9/771, /ePtr.�- / Proposed tieing or schedule (including phasing. If applicable):: I er `'lie? F' -r // y7/lt //2 cr/ %jl /! cy ilia /Jii ; / , :%t - �h'', ii4/7/5i // 415 ic//% ti , !C / /�f/ —I i /% 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal' If yes, explain. /1u b. Do you own or have options on land nearby or adjacent to this proposal? If yes, explain. /7 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. % / !cc/ I/ e��gi � fir' !'«��w; /, /? / ,ct -L i Rcr.2 /1/88 1 (WAO 197 11 -9[0) Section 11 0.730(1) ,. 1. MCKCIOP.(0 (continued) Do you tnw whether application, are pending for governmental approvals of of propoail! If yes, explain. 10. List any lov(rnmenr approvals ,Pie /;miner/ , 7,'77'7(/,, /7. ,� r /lv.7i s /y na /C '0 or CONFUTED ET APPLICANT C. OtV l go tt.H _Al. CLR(RiTS 1. EAg:l1 Central description of the site (circle one) ocher. b Mac Is the steepest slope on the site (approximate percent slope)! /(7» •M e ,, G ) a n ; /, 'Il SPOCAITC ENVIRONHEITTAI. ORDINANCE proposal. directly or permit. that v111 be needed for your proposal, if known. C// " -4174 , fr 1,;1:17/7vcLf , Z(„ /6 fc /� -/ {C'cvfi� / , =y /!!/n J,7,-..(vi /./ . • • �;;// )6- L'(6/,, /c, `/7l)/ it? /6.7 ' • flat, rolling, hilly, steep slopes, mountainous, "hat general types of soils are fo und on the site (for example, clay, sand, gravel, peat, 0c\)' If you know the classification of agricultural .011., specify them and note any prime farmland. /r/rrfdn / . 'f '/e /ii /AV t/ d. Are [here surface indications or history of unstable soda in the immediate victolty! If so, describe. - affecting /:21.. , ,r:. / - 1' n,<' r? , the property covered by your • Evaluation For Agency the Only rr i'/iG ,'alri r /'i',/, Sim ?/1 i L � / n /iY //� • 11 Ctvc a Inc! i, cccplete description of -your proposal, including [he proposed uses and the etre of the project and site. There v a ral questions lacer In this checklist that ask you co describe certain aspects of your proposal. You do not need co repeat those a on Oils Page. irs %�io ILf'G /�/ 1 ckee — ;k• .r, o3( 74 A/, k'///16.; ge4y , ; ?ii',L 4 I VA X41 / ��/ r i _ - ; /G1) -- /'3) / /C ///l Si/r.- -, In 17e- 7i) e1,' /h /7,_«, .a.' -& a. Ih t -h,a-, t- / is 42 4,// l iYY/. /C ' i 6?i,Git • i /t / % ='L e -J G-/ } // /J d -% /% /x= /?'c //, /z-r ✓ /->/- ! -'r, ,i fG l/C�76 %/ ./ / /.7 // /i't',n /27r, I/4-..' /!: //7I(JI / / .;'rll 'S'r 7V'G' /r /72;-1 .% l 6r/ r /l //) :9Ver✓ i CIA c / /irrr /e) ,�� /r.( /1 -7,-,irs.' [.; iair „-r. - =r �, /OIL- '7 � %//:', a:-..z- :'Z (d i %: 1 , 11,-(../. 1. 4l' /I G 7'G, J', 1 :.. - . -. Location of the proposal. Clot sufficient information for person to understand :he precise location of your proposed project „including a and address, if any, nd courtship And knovn. if know . I( , propo al would occur over o range of ores, provide chc range or boundaries a( the site(A) Provide a legal description, site plan, vicinity map, and topographic nap, (f reasonably available. While you should submit any plane required by the agency, you arc not required to duplicate naps or detailed plena submitted vleh any pe - colt ,application related to this checklist. /J_� / / /lt(/ / /: ��CL�.`C.;1i rsi -/ %lt�- /�)'i /,G /N !�Y /, /.l�.f! /i. C/%rpl/r vif j, Aej - , ; - f64i 1 /,;(O, .( ( 4;1/ - 4 L i'6' %l 5 -i- ✓t wit; ; // . /u 'T % 'N. Ai '1 ii 4/ ,'IT /;;Y 1//77/h/.''/% �,? /lT.` 1G7�D / /Cl` / %[a > e 7 /TG I / 1l. Does the proposed action lie within the Aquifer Sensitive Arta (ASAP :he Central Sever Service Area' The Priority Seer Service Area' The City of Spokane? (See: Spokane County's ASA Overlay Zone Atlas for boundaries). ! / 5 >t // �_ / /G!' CJ' m1 p//z -/ /11/0 lei, ) (WAG 197 -11 -960) Section 11.10.23tg B. ENVIRONMENTAL ELEMENTS(continued) e. Describe the purpose, type, and approximate quantities of any filling or grading proposed Indicate source ¢f fill. s s &Z //hi, t- siXei '/j- %l c-640 ! ten/ / IAc,, 4-&2! S ✓J: lvez C f. ou e� ld oi nko ur /a re 61 le r{ g , cofi��CM1fc[toIl�r use? If so, generally describe. Yec, ( fl4/ ! / / /f4 il ii /az/ J 6/11)7h9 (Z%// f✓!/G67f/7 About what percent of the site will be covered with Impervious surfaces after project construc- tion for example, asphalt or buildings) fry' /Jr 5%4 / /ri1,)s h. Proposed measures to reduce or control erosion, or /E'n'.itiffli /4>'(/'/f %1r 2. AIR a. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors industrial, wood smoke) during construction and when the proje,St 1s completed Jf any, generally describe and give approximate quantites If known. k uJ ?(fir/ Cf,JJ %, /'// f 41/2,:2 p in 2., %i , in ,/»5r4i: a�lhli; l / �✓s -=•7 . : "_" -!:!r/ . % • . ,_ /,'1'ih_ /.'/; >1 : i In ",Y'C� ^:il Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. % f) -454: J 7 /" %777,:t r /lir 6i 02- O/� L %, J: ,F� .,�/1 r7J1 %2!/ c. Proposed measures to reduce or control emissions or other Impacts to air, if any: / -. 3 WATER a. Surface (1) is there any surface water body on or in the Immediate vicinity of the site fncludsng'year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river It flows into. nH INA SPOKANE ENVIRONMENTAL °RDhf other impacts to the earth, if any: l U" %i 1/1 /kr ! //e di ct/'.' /rc � :Ilr� i c" 1 " . C A i n G /Cf%` //;, !' 6.;j7 viii C% /cG,J laa%J� ;i :n4 ' Cr/ 12) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters' If yes, please describe and attach available plans. 3 Evaluation For Agency Use Only (MAC 197-11-960) Section 11.10.23, E. ENVIRONMENTAL ELIIWN S (continued) (1) Estimate the amount of (111 and dredge material that would be placed In or removed from the surface water of wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. (4) Will the proposal require surface ustei withdrawals or diversion.! Give + a esal deacrip— clan, purpose, and approximate quantities., if known. AP/ SPOKANE ENVIRONftEIITIL ORDIIWIC!' (5) Does the proposal lie within a 100 —year flood plain! If .o, note location on the site plan. /,n (6) Dot. the proposal involve any discharge. of waste material. to surface water.! if describe the type of vote and anticipated volume of discharge. /10 b. Ground: (1) Mill groundwater be withdrawn, or will water be discharged to groundwater' Give general description. purpose, and approximate gwntitlu , if known. 4a,vrn y ;i i; < ' f/z ti -<P/ / ✓ / ' /cc/ %!- //; a�/F%✓G /�%a'� %i'ii v9.` /f1//e /tJ (r/.G,412 f / /T!lfi l/1 ✓rte - y -,!rf • (2) Describe waste material that will be discharged into the ground from .eptic tank. or ocher +nitary waste treatment facility. Describe she general sire of the .y.tm, the number o houses to be served (if applicable) or she number of persona the .yatem(.) arc expected co //ry i— ;/ , vi // %�i ;;I� ;; , ?! >I (3) Describe any systems, other than those designed for the dt.poul of sanit•ry waste, installed for the purpose of discharging fluids below the ground surface (includes systems such + shoat for [he disposal of r . water or drainage from floor drain.). Describe the type of system, the amount of metcrial to be disposed of through the ayitem and the type. of materials likely to be disposed of (including materials which msy enter the system inadvertently through spills or a. a result of firefighting activities). 7~9 .. /a / /1,' Di /� i � 7k'7„,'j? ?kin, iii /i/ //Y.f: ' f / I l.7F i , /Ei2D rei� 44/ _ /6: - ;7. /v /iln ra ni✓/✓' 0. 4, /lent- ziiiiie72i, el J i "n/ i// i: 4,7"d (1) / 111 any de chemical+ (especially organic . and . o c solvents e y petroleum qm title) be ;stored in 111 above— ground or underground stored' o rg rm nge mks! I( s whit type. and quantities of macs rt+L will M Evaluation For Agency We Only tWAC 197 -11 -900) Section 11.10.270(1) 1. C1NIR0marrAL Ei.LiRit:S (conclnvl (5) What protective measures vill be taken to insure that leak. or .pills of any chemical. stored or used on mice vi not be allowed to percolate to groundwater (chi. includes mes.urea to keep chemicals ouc of disposal .y.tensss des in 3b(2) and )b())) ! / /// c. Water Runoff (including atom voter): (1) Describe the source of runoff (including storm water) and method of collection and disposal if any (include quanttttea, if known). Where vill this serer flow' Will [Fla water flow into other waters? If so. describe. /I Jj J oules/ PI /'at, - 1 /1.1 4 e' liitftp. / J/"/? . 727 q.%/ 4 "' dif ined a° en" J!/c" A' /f. e 'fT, 76.;/trrr=' lice i Cd'tiiil, /% J , %i`(" /1/41.-AS ( %> /). " /( h (J1 /d'r" ,;. fIc/ - -/ /C. J t be" thi/P / /;l/ (2) 'Call any chemical. be stored, handled or used on the site in a location where o spill or leak vill drain to surface or groundwater or to a storm voter dl.poaat system discharging co surface or groundwater' (2) Could '.ate materials enter ground or surface ...ter.' If so, generally describe. X eVergreen tree fir, cedar, pine, other. (J" shrub.. 4. PLATS a Check or circle type of vegetation found on the site /( deciduous tree. Alder, maple, aspen. other. SPORANL L}ry1RONt¢NrAL OROINANCL 1 d. Proposes c to reduce control es ground, end noff a mr imps , I( ny (if the proposed action 11e. vithln the Anulfer Sensitive Are. be .peclatly cle. empl.nations (Acidities c relating to fmcl rn(ng Sections 3b(4), )b(3), and )c(2) of chi. checklist): /) -4//// r ; ^ y &/ l 'di /ypVeZ s . r/r<'e> / 6 -2 Ai': i / x 76 / %ti fl /7/ / CG� J /L -//4"5- C / / rE 1 in /! !.! / J Jc- 4 eYc» /<i'i.,i - ar;C % eirr'ieitr 'z rte . /%liir "4/ iac -/ -"s1./c[ Ill/`f crop or grain vet 5011 plants, cattail, buttercup. bullruah, skunk cabbage, ocher. serer plant.. ester I(Ily elgra s, milfoll, ocher. ocher type. of venecotion. -! / Z b. WA c kind and .mount of veg cation Will be roved or altered'. , " !J alt /1 /', /l / cr Pit n'/t1:7 .c"/k .!%f 9'L .tom// ,h ,a/�.// !//;! ?� "inf fl? 'ti�;h /.. c. Liar threatened or endangered species known to be on or near the mite. d. Propos l and.cong, �7 f n.ctve py nc h,o a Eb pro - enhance veg tattoo - I 1 ch c site, 1( pl any: /y / %. ." 4Jii° "f% f j /. aI/'�� ,f y, � /94 s� l'ta> /f%J/r Whitt,, r 1�2eh 23/Gl,G 5 Evaluation For agency Use Only (WAC 197-11 -960) Section 11.10.270(1), B. ENVIRONMENTAL ELEMENTS (continued, c. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, If any: SPOKANE ENVIRONMENTAL ORDINANCE birds: hawk, heron, eagle, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: other: List any threatened or endangered sfdales known to be on or near the site. 74271Y A 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: 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 k j1�' 7'2G� / %!i/r en' v/ / :l'!r7j / !.i ki'/ /)riti/e d �,' Would your project affect the potential use of solar energy by adjacent properties' if so, generally describe J')// /i'r-nde.:1 --/- h!/ / /, 2,±, t ' Arr. 4/ - rrie %/r:i .,J /tic /ac , /i1;�� e=` /fir,. . .6 /l�'" tinIl' >. //ii/ r-/' / / c What hinds of energy conservation features are included in the plans of this proposal' List other proposed measures to reduce or Control energy impacts, if any' id/ `C' %h.nate 4 e <An tit r" -// p - : / /r - C 7 7" , /.1/2 t% (!tie %L / ,1/ /'x /,' /7' ht?'lii(i ��'' /r7�.t ✓.'/ G�1ve /rtc >4 , �i /�! / / /Y�1 hF/ � - te=a' i imoj /hi -Tv/ I-A7 !f T/& &U Lf1'Le- )) .ulf, G'cn /h��e ng exposure to toxic chemicals, mss of fire d occur as a result of this proposal If so. 7 ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, Inc Judi and explosion, spill, or hazardous waste, that coul describe. / 7 ) .i L; ysG % . ,., e (':: wro;: -- . /9Tr' /re '9oit 11) Describe special emergency services that night be required /JO/7e' / 6 Evaluation For Agency Use Only ('AC 197 - 11 -960) Section 11.10.230(1) ' b. [YpII.OHMMIAL =HINTS (continued) LIIVixom HEALTH (continued) 47I' Will any muctures be denoll•hed! if so, which! e. blast is the current toning classification of the site' 1. What 1s the current ccoprehenslve plan designation of the ,Ste' I7n SPOKANE LNVIP.omISNiat. OADIVA::CE f (2) Proposed measures to reduce ar control tn.tronmental health haz•rd,, if •ny: _' b. Neiac: (1) What types of noise exist in the area uhich may affect your project (for example: rrsf(ic, qui menc, operation, other' ��1 / . jrn(/' E % i ✓7 iFc/ii' ,M9, I /° /l�l. -- ti A'v'f.- G/ i.re: (/1 JEr /cc'/ (2) What types and levels of noise would be created by or associated with the project on • shore - term or • long -term basis (for example, tr•(fic, cons truction,� n other,)' lndtute what hours noise would come from the cite. 4i 4/17t_=h,h ,oI •'Y!V'/C.Z /71p /Jei /InfT fist' k/71 n eats )11 17: ael -'e /rY //' e%/.^r � 76 A �iri /rCt/ 47// M' iOm 4 / .Kin> unlit✓ . /et / git lr" ✓ :11 r'f :t ' >` /hei -r' - ( - 0) Proposed measure to reduce or control noise imp•cte, if any: S LAID AND SIIOAELIt1E 115E a. What 1s the current use of the nice and adjacent properties' G 7 J / /wry i sky /72- re / Zat '264i (:4 212./:714/ c&' /'p-*',-- ' /) ieiJ. Zs' , L ,a % r / i9Y'"` b. Has the sit< been used for mgr iculturc' If • , describe Describe any structure. on thc site Ant / ic,,s ter. ei `6") n /i'y /lI d' .S /Veit' (rS' %'r:fk/. GC'sij arrlr.ey + [ .lJ ✓c :a el/4444-13 l// ,5�7 "/, /•C; ;'CJ !, ./i d%' /rwP /hint/' ni• / / 0 44 If applicable, what 1s the current shoreline miter program designation of the site' //1 h. Itas •ny part of the •ice been cla Alf led as en envlro®aetally .eo.ICtve' area? If so, specify. 1. Approximately how many people would reside or work to the completed projt cc 1 /7 2. 4/. ran Evaluation For Agency use Only (VAC 197-11-960) Section 11.10.230('' 1. ENVIRONKENTAL ELLWNTS (condoned) ' d J. k. J's .7 t. /ho / SPOtANE ENVIBONetrr I. ORDINANCE Approximately how many people would the completed project displace' Proposed measures to avoid or reduce diaplac®enc impacts, if any: /20/2 &' b :hat view. In the immediate vicinity would be altered or obstructed? yy// SI LICIT ANO CLAPS A. That type of light or siere w1u the proposal produce � / , '/ >i i f 4/ii/,, 4%/,;:, /I /a b. Could light or glare from the finished // project be . . lb? What existing off -.Ice aoureca of light or glare may affect your proposal? What rime of day would ri !° G)1 /1-i afety hazard or interfere l Ifia ./nil Proposed measures to ensure the proposal 1. compatible with existing and projected land uses and pl - ss,, if any: / 2.9../ L , jl/r. /ni r.', / 1.1/11,-;;;"-W6 ; ' 1 - ire '✓ri C±s 42 ,Ot2D- -,±y y .f - 7"?Qi e l l,',+ i .; .:wi,4 ,/., y i ✓ !:/� >C� . n rY/ fir, n.g,,i (fief ' 7% 4,4 ,,///-57 1 HOUSING a. Approximately how many units would be provided, if any? Indicate whether high -, middle -, or low how ing. 1 07/411, Approximately how many unit., if any, would be eliminated? Indicate whether high -, middle -, or low- income housing P.pr' /SW/ . /?., c i g 4 fJex/: : / 'i 19 ,C'rr7 Q i Proposed augur a to reduce or control housing impact., if any: '0. AESTHETICS • What im the tallest height of Any proposed acructure(e), not including antenna.? What L. chc principal exterior building materials) proposed' : ^ !. 7 4; S'7-0<14( ,f &AWL /110 4./2/ /- - ✓/ql/ ./ i :- i f .y / j« A /tx' /n) 1 (/ Veltete- c&In, ;r/r_, -, /th ' : ' ' /77,?- c. Propo ed measure. to reduce or control .escheats impact., if any: /./✓1d f 1.1h7�i- ,' /i;; d /hl 47 /ter- cL :'got r "!C'af71 / with view.? Proposed measures to reduce or control light and glare impact., if Any. "1_ GcJa / /rJllih ,ci 7 /v / // / r L,%LzG hG J:M -, 1/2":74:74 It mainly occur /, h /'/i ' i» "3i Evaluation For Agency Us< Only - (VAC 197 - 11 -960) Section 11.10.230(1) B. 1/NVIROt0¢FTAL iL214HTS (condom( 12. RECREATION a. What designated and informal retreat/ 1 opportunities are In the immediate vicinity' aS a/ - 5/76 . r /i . / //:/cam /A26 :1 if //%%/h&tia / anti /?yia%xr, 4.-Vg, 4 vfzyzei a' -#5 vill:Olet .67t - !/ /1 e. Proposed nee. urea to reduce or control Impact.. if any: s • 1' lice currently Nerved ,�bay public transit? If no t vhgt necreat transit ,cop' 7T9 ✓l7A v ' ;rle SPOCANC IINIROHMLHTAL ORDINANCE 9 Would the proposed project displace any existing recreational uses? If so, describe. e. Proposed measures s s co reduce or control impacts on rest ion, including recreational opportunl- ties to be provided by the project or applicant, if any /1 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or object. listed o n or proposed for national, tate r local preserva- tion registers known to be on or next co the 'ire? If . , generally describe. b. Generally describe any landmarks or evidence of hi aeorie archaeological, scientific or cultural importance known :o be on or next to the .i.e. 14. TRANSPORTATION a. Identify public a, roes and hlghvays serving the site and describe proposed access to she ac ex 1 ing street .y.tem. Shov-on glee plans, if any. )b/ . twig! / - sik / / / /) 5 f .i l -� /i .> Piue,- •71 /•v / /h./'e4', /es rT% D9;g %C� !,/!G'r// - ief://fYY.'!/' (31? t7 /i tCo, f%7 •7 is the 'approximate di, cc to the d'h7 /C o / ' f •C/6 c. Roe many parking .pace. would the completed project have? How marry would the project eliminate.' / / d i' / /// 4, /� �/t!a/ • -. J../ / ,// v111 - - :gyp : - require any new road. or street.; or lmprovercnts to existing roads r crece' not including driveway. If go, ge erallldescribe (indicate whether public or private), 1/ e. 4111 she project me (or occur In she immediate vicinity of) water, rail, or air eran.pore.eion' If . , generally describe. Evalu•tion For Agency use Only (CAC 197 - 11 -960) Section 11.10.230(1, B. ElIVIP.ON¢NTAL ELCIQTTS (continued) f. Pow any vehicular trips. per day would be generated by the completed project'. If known, indicate when peak would occur. '%ptv /Jn44/ -So /h 4/ v, i,?�7.17 / ;/I ihonna 7 ' fine• ,44;7/..-/ 742 SPOKANE ENVIRONMENTAL ORDINANCE a / /hb ,4k / 7/d 1 1Pt7a -n/ /%14 4 e ei//- g. Proposed measures to reduce or control transportation Impacts, if any: • 15. PUBLIC SERVICES a . Would the project result in an Inc [cued need for public service. (for example, fire protection, Folic: protection, health care, schools, other)' If s , generally dt,crtbe. Mow/ e:°r.G ev /%l /ice : / :-..2r/�ty / 7` f ' /4 '/p17 /I;-, //d /%' . 'f :; 1�G .:; 'f test,/ //: /// /'&/Cex i;� ✓�?%' -hr /;'»i/� :r'+'vis -r'.� /.•'r Jf � < +/1 b. Proposed meseuree to reduce or control dl / ryct Impacts on publ le esrvices, if any: /YMCA 16. UTILITIES . a. Circle utilities currently availebY0eac. the .lac: electricity, neural g. water. refuse service, telephone, sanitary Lev ,..spH.. , . , ocher Date. Proponent' . (Sign. enre1 Phone • 6 11"0'7' '24 AY/ /%,r(ei... 6 / -/: it: / /2 Proponent / /C / Person completing for /, /d''; Phone. » 4 7e-)%- Evaluation For Agency use Only C /.r 41/ /.may r k/ L�J .. � / Y7�sih�.r/ l /!e/ - / /x/-. ✓. %h ' /3'/ et 7iAC/ ( b. Describe the utilities chat art proposed for chc protect, the utility providing the • tutee and the g rat construction •ctivitlu aec on the site or In the tmncdl vicinity which might be needed. a (.LC:/? /L L/ /// ' ::I %v fez- e/t % /7 ,egieefil 1::-.4:- g • l�-`ib ,/ ! r/ 7, :ii :i)g.. ?/t ? //,-li _ / St t/ /cc Ci //✓/ .' _/?% 4�.T/ : Z //,4/. ,In v /et. // h',�/ /j'NG- 76 i - 4 z /%J2 '//4'- . ✓/� A-z. /Y:- .Y %/i!'�' . 'ice- SIGNATURE - fY 7/ (Please Prin[ or Type) // Add a t ••: Z , g liG ijfl / {G� /. 4C I, the undersigned, sweat under the penalty of perjury that the above responses . r male truthfully and to the best of my knowledge. 1 also under,L•nd that, abould there be any willful nt•represent• tion or willful lack of full dt.elo•ure on my pert, the agency may withdraw any determination of nonslgnlfic•nce char it might 1 sue In reliance upon this checklist TOR STAR U5E ONLY Staff mmbcr(s) reviewing checklist ' B•cd on this scatf review of the envi ronmental checklist and other pertinent information, the ••ff: Concludes that there arc no probable significant adverse imp•ct...and recommends a determination of oovlgnificence. Concludes that probable significant adverse environmental Impacts do exist for the current proposal sod recommends a mitigated deter - . io.clon of noo• t gol le•oee with conditions. Concludes that there are probable significant Adverse environment•' impacts and recommends a determination of significance. 7ILINC 71! - 375.00 5ROh9NC COUNTS COURT HOUSE TO: FROM: Paul F. Jensen, Senior Planner DATE: July 8, 1992 RE: PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEF ERSON STREET PHONE 4 56 - 2205 SPOKANE, WASHINGTON 99260 MEMORANDUM Pat Harper, Spokane County Division of Engineering Bill Wedlake, Spokane County Utilities Department Steve Holderby, Spokane County Health District Tom Davis, Spokane County Division of Buildings Wyn Birkenthal, Spokane County Parks & Recreation Department Ted Trepanier, Department of Transportation Boundary Review Board Central Valley School District No. 356 Modern Electric Water Co. Fire District No. 1 Planned Unit Development and Zone Reclassification from Urban Residential -3.5 (UR -3.5) to Urban Residential -22 (UR -22), Applicants: Don Hendricks & Mike Silvey AE PLICATTONy_ACC.F.PTANCE AND DESIGN REVIEW MEETING TULY 22, 1992 AT 1:30 COUNTY PLANNING HEARING ROOM Please review the above application and use the attached APPLICATION ACCEPTANCE AND DESIGN REVIEW MEETING FORM for your comments. The Planning Department encourages your presence at this meeting. The sponsor and representative have been invited to also attend. If you can not attend, please forward your review comments on the attached form to John W. Harrington for the meeting. The attached APPLICATION ACCEPTANCE AND DESIGN REVIEW FORMS will be given to the sponsor at the meeting and included in the Planning Department file (so bring three copies to the meeting). Thanks for your cooperation. If you have any questions about the application, please contact John W. Harrington of the Planning Department at 456 -2205. c: Don A. Hendricks, N. 2918 Argonne Road, Spokane, WA. 99212 Mike Silvey, 4303 S. Evergreen, Veradale, WA. 99037 A. dl ]r 1 )1 1C(Ca , !aliaii 1 t r )))Cj LAti r jn� ' fig` GENERAI, INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: MAILING ADDRESS: N ri`"( CITY: 1.12rKA'(0 C, ST PHONE: 4 12,- 2 C; L; (work) PLANNING DEPARTMENT PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION � ti A221 PART T C j -1_ ZIP: I -( 2,I (. (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. �p LEGAL OWNER'S NAME: ! I K & "Si L.0 L PHONE. 1 c{) ' 7C ej (> MAILING ADDRESS: N , 1 (2 ( --; PROJECT/PROPOSAL SITE AREA (acres or sq. ft) ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 2.0 ASSESSOR PARCEL #S OF PROJECT/PROPOSAL (,q-1 1:C47. ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED STREET ADDRESS OF PROPOSAL l 12-177 v- KoloCU,A.e) EXISTING ZONE CLASSIFICATIONS) (DATE ESTABLISHED) ) 2 , EXISTING USE OF PROPERTY k5 PROPOSED ZONING 1 I . -7 7 COMPREHENSIVE PLAN» TEGORY () 13-A-0 SCHOOL DISTRICT ( EAM4 ✓,4- L Y s? t »_ / f- -d, FIRE DISTRICT l WATER PURVEYOR M )TlrTP Ii PROPOSED USE OF PROPERTY: Single family dwellings ( ) Manufactured homes ( ) Other ( ) - Describe: Duplexes ( ) Multifamily dwellings ( ) Business () Industrial ( ) Mixed Use ( ) IuIJ- D1("A -L rif) LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLV THIS PROPERTY: B LEGAL /ZONE RECLASSTFTCATTON INFORMATION: LOCATION OF PROPOSAL: 7 1 J " FCC 1 Gj CI f k(v s c . SECTION ( V) TOWNSHIP 21, Q_. ��i RANGE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: fr, - WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: 197.7 49J- DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL (v[YES ONO NAME(S) OF ARTERIAL ROADS f riad1T/l//,l - ,J ih ?T LEGAL DESCRIPTION OF PROPERTY (Attach lega description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SUBDIVISION MAP AND REQUESTED ZONING FOR EACH LOT AND BLOCK FOR MULTIPLE ZONE REQUESTS. SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 2 of 4 i IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? 4 /4. WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAKE THIS - PROPOSAL WARRANTED? IA I'S /2ry7ri/ /1 G'h es4,0a;i 9-/ iie- e'a//1/2ti t a`vy tnieff ;41 Oe,Jer -:ik- nett 4- mire- _ v;e — i rCyu/ -ell WHAT IMPACT WILL THE PROP9ISED ZONE RECLASSIFICATION HAVE ON THE ADJACENT PROPERTIES? 474 le" la Ai /7/4 iv //i4 - Evo - 1 'me I WHAT FACTORS SUPPORT THE ZONE RECLASSIFICATION? - 7/ie' a /ieg% ea 1frib 42 , 7r /,4/744,,,L I ( n fC✓ / CLdA/A., L /o i 7. ,2, �iz. 41 / 9 -- - / Zz WHAT MEA DO YOU PRO OSE TO MITIGATE YOUR PROPOSAL'S IMP CT ON SURROUNDING LAND USE? / 4 - r 4 , - , / ('/r ai / .1# y'" i?iil✓ ' , - / hl.� /jrr{r (4th-2 a✓i�'/r:� f Q!/ l'� /�? -,fir cnr t;� «,- /sG i1/- C. PRELIMINARY SUJBDIVISION GENERAL INFORMATION: NUMBER OF LOTS: 4 GROSS AREA: H oe" /2° TYPICAL LOT SIZE it Boon A PROPOSED NET DENSITY *: II-A • I 112mrr/Gitli: /) SMALLEST LOT STZF- r an -, -i MINIMUM FRONTAGE: altf / 95 A PROPOSED SOURCE OF WATER: Individual wells ( ) Public system (j4 Private Community System ( ) Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer (✓ l Community system Double Plumbing ( ) Dry Sewer ( ) Describe: UTILITY COMPANIES AND /OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electr city: Diffic ?iy» Gas: LW () _ . Sewer: 444j, Water: /%I?L'c ' Phone: Septic tank and drainfield ( ) Other ( ) DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS PROPOSAL? Yes ( ) No (' ) IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION; LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads (t Public roads ( ) Arterial roads ( ) Tract X roads ( ) u DESCRIBE ANY COMBINATION OF ABOVE: &011ih4' t a aA' an /)h J /,(: , „Kirny 61/2rjJ a r /der ,lidPNI /,l(/ a.eC 1%//.4 / ii ✓`.,G .,ree d: 4'ir✓r'r) ih s,- o'rik...t • I ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Yes (.- No () IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLA 1 ED (Parks, schools, etc.)? Yes (• No'( ) IF YES, DESCRIBE: /- 5/2* ei /A!z< �Y, / . qi /l /2e to - I✓ * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND /OR PUBLIC ROAD AREA. SUBDIVISION AND ZONE RECLASSIHCATION APPLICATION Page 3 of 4 THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI I TEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORA 1ED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALL /FIRE DISTRICT A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. /•/ B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. �, C. RECOMMENDED FIRE FLOW: - /2/./! OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DE IERMINED AT BUILDING PERMIT APPLICATION TIME. D . REQUIREMENTS INCLUDE: / , P-t / 6 & 77 J d kertete.,r yr FIRE DISTRICT fGNATURE/IITLE DATE ' i � t , ( ; � G /; �C• p r� �G> -� ✓7 -7�r! ✓4 C �^'� l �_ /rl:Y d < A. COMMENTS: PART II WATER PURVEYOR A . SATISFACTORY ARRANGEMENT C WA I'ER AND FIRE FLOW REQUIREMENTS O (HAVE NOT) v J NOT) BEEN MADE. B. REQUIREMENTS COMMENTS: get !nifty, 419,- to ffee j 4et pp !� �, .Je&J?Y r- WATER DIS 1RICT SIC AT • ?TITLE DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (Welt) (HAVE�'1OT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS J o vt✓ A. COMMENTS: C''�u dl ib BJh 4oint C s LATIP at 7-- 23 ; SIGNATURE/TITLE DATE HEALTH DISTRICT , A PRELIMINARY DISCUSSION HAS TAKEN PLACE D GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) IA�VE NOT)) BEEN SATISFIED. A. COMMENTS: A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. COMMENTS: /a Z I 15ATE' ! / /// SIGNATURE/ITTLE ' DATE (/ SEWER PURVEYOR SIGNATURE/TITLE DAIS SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 4 of 4 PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUESTED AND THE ZONING MAP, LEGAL DESCRIYIION, AND PRELIMINARY PLAT HAVE BEEN ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF COUNTY ZONING /SUBDIVISION REGULATIONS AND THE LAWS OF THE STATE OF NED: ( E • DATE: 7/C.(92- DRESS: NI. . 90 9 A r9 nnc. R.I. PHONE: Sac.— (3 ZZ S o kx .�e �' ZIP: 99zc Z. I (SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) I, THE UNDERSIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE I PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRIT 1EN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. SIGNED: ADDRESS: 3 - 2. , ? z SIGN TURE OF APPLICANT OR REPR NTATIVE DATE STAN: OF WASHINGTON ) ) ss: COUNTY OF SPOKANE DATE SUBMITTED: DATE ACCEPTED: TOTAL FEES: K 303 S �� �I�L cr (k . SIGNED AND SWORN TO/AFFIRMED BEFORE ME ON THIS -- DAY OF 1i Ili , 1992, BY /`J 1 ai,cQ ?; N. DA .3 , ... .( r' 'ON bT J Ty A�X SEMI p .J 1 Notary Public in and for the State of Washington Residing at: '' rJ a r) f r My appointment expires: • / PART V (TO BE COMPLE I'ED BY THE PLANNING DEPARTMENT) BY: PART IV RECEIPT #: DAIS: PHONE: ZIP: 7 z `Z» 9 ZQC/ ZS 3 '/O3 Z _ NS. ___— r RwIG7. N n A a � L • — Agltl:anilit 1 !l_ ViiLF W r R a i \ t:! 0 111% IllH 1�? Il.�.��� �t.e = :,iii r E . �'MIlwwwfi t om ° ■ � � • � a w otter w Mli 4 rILIIIIMaill=== SITE °PTA VICINITY MAP 11Th. TOTAL MAT *tLA TOAD. w1_rw L Tr rw l./L' L0 r _S rn11 c— °.'TYE PlYnsu _nETwm tx rlATFF a Intl / raa 7n.F Frn F n nntWr. D "DAR le (Crier r "5 ALAeS .cr S.Tn 0 v82L`CaLr nvy lr N 3 5 IM ls / IRllwrrro 7 .4 REt(25 ). n Rs' Amu). 5' P U (L DR I I'1 50 FT A. Or 51TE t I JCSL`% Ishii Aft e. . 51 OR N/FSA °nM / 5 rr - • ea 7 7 J _CL' FCrAS 10 l4'L 'S:r 71O fln, 'rIT M+ °A `04252 - 4IIf o rs nM05 ° A / Tn1 OTA' F L..0 `/(LL bGE 11 cm' "l ri o conr0 afer_. R N1�• •V[Y /ep Lc role PRELIMINARY PLAT / L.01 A■w i I L . — ':Vie. F.: r'rl.( RL41n - `..Ar Ir1 I.Ir .a' IY , r 'h vi Y. G h 12 r0 a tf +Z or Tr-cr I15.O I 1 I ® / i / / IR I ` 0,4+. rG rv�lO.l.n J' BLOCK THREE 0 ,r BROADWAY PRCiTSSACOAL CEMFI( PHASE ®®DESIGN ALLIANCE /rN rar r - n ' ErS e u < - . H architects • planners r" marl r,e.w.r 17 11 7nuaannu -SPOUA[ - un( \(' 'L MANX C- —� : r 6n+ n WSynu /MON: I4 t - om T tl� :Lilt , it l lk:� gat..: - c ,ai lid INWHIEWiMiwiffige -*alum Iv Ile t� tali I R �ti i L � r t __ I li Y W rrlrL171F1%± ;1.s-imitAL9 tA1ALtp MM2nraFi9_ 01 r ft 6 195 n ai d t5_ �T Wio_nlne lcncswl _ — r ▪ - • -t rt r ub.w 3 7 , O A ID \U A I- 1 hl f - bi yr L01'M T- *` P twoSr9 RIASE L1 1: P14 ASE 15S AS -wiLr thrill ub or n co- -fraci 1b ' 1. ^. (Mt 2I, WnY 1' 5 . 000 - co i A V 6 it DESIGN ALLIANCE/ eaNr° °r eT✓AD VL. PI' '4 JEnW, architects • planners veva Po "`m ammna { w.e a.on 1 •si 11101 ttcro•nr :/o-w« c.w.y••• A ODUCannue 5ro41gt x11911 111.011 600;6/ / 14.8 7. rwn.0 w,.V. ]6.1600 } WPC 5 36 (16 yee.4 B. PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION 2/V APPLICATION / Aft/ QV r A. GENERAT, INFORMATION: NAME OF APPLICANT/REPRpdE�`SENTATIVE: MAILING ADDRESS: Iv c2" CITY: ' °KA -&)G ST PHONE: ° ( 2 7, 7G 1 (work) SCHOOL DISTRICT FIRE DISTRICT PROPOSED USE OF PROPERTY: Single family dwellings ( ) Manufactured homes ( ) Other ( ) - Describe: )11301taknal (Ca _Br linkr PLANNING DEPARTMENT PART I IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: Pi v<5 C'ILU'El.? q t � PHONE: 1253 '7.1 MAILING ADDRESS: N- 2t Q 72ib/UA-J'�.� PROJECT/PROPOSAL SITE AREA (acres or sq. ft) r34 ACA , ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 2 ASSESSOR PARCEL #S OF PROJECT/PROPOSAL ASSESSOR PARCEL # S OF ADJACENT AREA OWNED OR CONTROLLED STREET ADDRESS OF PROPOSAL 12-17,1 EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) EXISTING USE OF PROPERTY PROPOSED ZONING fl -22 COMPREHENSIVE PLAN CATEGORY () k.) Duplexes ( ) I Bu iness fin 4 . 4NR I G&s AR &ocLfG Rp . ATE: l 2RF}, ZIP: 2 2- 1'9;9; (home) 'P-c( u R 1C WATER PURVEYOR (t $ - j g C Multifamily dwellings ( ) Industrial ( ) Mixed Use ( ) LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: 1' NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: I.l i.JPrCJ LEGAL /ZONE RECLASSIFICATION INFORMATION:, LOCATION OF PROPOSAL: riff eC . SOD 41 CP FAic5 d 13 mll i f I d,() SECTION I ( TOWNSHIP 27-7— RANGE WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL ( ) YES () NO NAME(S) OF ARTERIAL ROADS LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SUBDIVISION MAP AND REQUESTED ZONING FOR EACH LOT AND BLOCK FOR MULTIPLE ZONE REQUESTS. r SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 3 of 4 THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI1 TEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. C. RECOMMENDED FIRE FLOW: ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WII I BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. D. REQUIREMENTS INCLUDE: FIRE DI �RI�T SIGNATURE/TITLE ATE �//� fG r f GYi�L< gee 6 (�_ crn n .� � 'U -/ �r< t. f✓Y>c !)71 iil,.1J'Cz 7 WATER PURVEYOR A . SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (HAVE) (HAVE NOT) BEEN MADE. B. REQUIREMENTS /COMMENTS: WATER DISTRICT SIGNATURE/TITLE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADSi AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: ' A. PART IT FIRE MARSHALL /FIRE DISTRICT COUNTY ENGINEER COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (I41WE) (HAVE �T y ✓ BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS COMMENTS: C6J Oho 84 ' AIL/ l' Gti A. COMMENTS: A. COMMENTS: s SIGNATURE/TITLE HEALTH DISTRICT SEWER PURVEYOR DATE a ATE 3 - DATE 1' A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. SIGNATURE/IITLE DATE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. SIGNATURE/fITLE DATE 150 ':'r. 'a3OaO \IV , 1 Y - ' .;',3no .;. .;.....ei'.,.w vnno E A3NOW I;,. ,I R' '^ 3DNV1V91'..1 r6RN1 ': ?ipi - ' ova r J �U aO3HOI'Nr �: , . dNnOWV . ` _., • •'r : tL 1' HSVJ, :til:'.1. Y:' ON N N ^4:1 OVd"MOH':U' ttik a<U;1N@OJDV -V / .- 9P sa. IIVV .w... ._`y : _.. • jF '( :..Itr LFr:'.VC le. :'tv7 :• .INV.NO • AMOUNT: I i 1 - t. «`:t . f:. - .A prY 3.• ..:.±.1 �":i� %......1 : • C f.N.:i> 1 14 if.� : I. •1'9 -574 /1251 1 ' . ;'; -• D.'A:HENRICHS( «. t(, � � I ( " itDBA DESIGN ALLIANCE'!_CH � a t _ , N 1 2918 e(509)928.7096,A 9212< €i ;i i ; :;� ;•., j'— SS LO AY Z O PTO THE %& /1:I • '� / I I Via? l ORDER �' L . ' 6 • H ;. >" Lu J i Cr ¢ Q 6 u. o. . .. I II 00373SO f: 1 25105741f :'.1i•42 "3 ` . INDEPENDENTCHECK PRINTERS 3735 • A RIZED SIGNATURE VESTED IN: PREPARED FOR: B.P.L E. 12109 BROADWAY cc: Spokane County Engineers cc: Spokane County Planning page 1 of 3 SECOND REPORT PLAT CERTIFICATE RECEIVED . TRANSAMERICA TITLE INSURANCE COMPANY JUL 1 3 1994 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922- 2222/FAX 926 -1519 SPOKANE COUNTY ENGINEER Order No.: JM- 182624M Certificate for Filing Proposed: BROADWAY PROFESSIONAL CENTER III Charge: Tax: Total: Situate in the County of Spokane, State of Washington; $125.00 ;10.00 $135.00 Effective Date: July 1, 1994 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: The West 195.7 feet of the South half of,Tract 76 of OPPORTUNITY as per plat thereof recorded in Volume "K" of Plats, Pages 20 through 23; EXCEPT the South 10 feet as deeded to Spokane County under Auditor's No. 8505140214; LAYNE D. HINCKLEY and LYNDA R. HINCKLEY, his wife, and MICHAEL A. TRANTOW and LYNN K. TRANTOW, his wife, and MICHAEL W. SILVEY and CLARE SILVEY, his wife and RICHARD G. BRAUTIGAM and LYNDA M. BRAUTIGAM, his wife, and ROBERT G. WENDEL and MICHELE C. WENDEL, his wife. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45161.1142. Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future charges by Spokane County for Storm Water service. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: page 2 of 3 Order No.: JM- 182624 Modern Electric Water Company D.K. McDonald and others November 4, 1905 November 6, 1905, Book "E" of Contracts, page 267 131084 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. Harold M. Sarff and Geraldine A. Sarff, husband and wife Constructing, maintaining, repairing and operating a sewer line from Broadway Avenue to the Grantees' property The West 10 feet and the South 20 feet of the West 65 feet of teh West 195.7 feet of the South half of Tract 76, Opportunity, according to plat recorded in Volume "K" of Plats, Pages 20 through 23, in Spokane County, Washington, Except the South 10 feet November 12, 1993 December 14, 1993 9312140805 sac page 3 of 3 Order No.: JM- 182624M 5. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY By lc "C Lr /1/LLLi.4-C -e (' Julie Mitchell, Title Officer /cno/ g.ii sJ /M74ZAJ 2 Easement C/ voi.15 3 0 PAG(.14 5 0 said sewer line. Grantors reserve the right to construct, maintain, repair and operate a sewer line within said easement for the use and benefit of Grantors' property. Each party shall pay their own cost of connecting to the County's main line and shall be liable for the cost of maintaining, repairing and operating their respective sewer lines and any damage to the other party's sewer line incurred in the repair, maintenance or operation of their own sewer line. Neither party shall construct or permit any structures or improvements within the easement which will interfere with the construction, maintenance, repair or operation of the other parties' sewer lines. Each party shall be responsible to restore the property to its previous condition and repair any damage to the property within the easement resulting from any construction, maintenance, repair or operation of their sewer line. This easement shall be for the use and benefit of Grantees, their heirs, successors and assigns, and shall b,"binding upon the Grantors, their heirs, successors and assigns. Dated this / v day of Novemb x,/1993. G. Parcel 8: Y p R3 1 Easement 9312140805 EASEMENT LAYNE D. HINCKLEY and LYNDA R. HINCKLEY, husband and wife, MICHAEL A. TRANTOW and LYNN K. TRANTOW, husband and wife, MICHAEL r W. SILVEY and CLARE SILVEY, his wife, RICHARD G. BRAUTIGAM and � w I LYNDA M. BRAUTIGAM, husband and wife, and ROBERT G. WENDEL and MICHELE C. WENDEL, husband and wife, hereinafter called Grantors, for and in consideration of Two Thousand Five hundred Dollars ($2,500.00) and other valuable consideration, receipt of which is hereby acknowledged, grant and convey unto HAROLD H. SARFF and GERALDINE A. SARFF, husband and wife, hereinafter called Grantees, an easement over, under and across the Grantors' property legally described as follows, to wit: The West 10 feat 6:0 South 20 feet of the West 65 feet of the West 195.7 feet of the South half of Tract 76, Opportunity, according to plat recorded in Volume K of Plats, -' pages 20 through 23, in Spokane County, Washington, Except the South 10 feet. Said easement is for the purpose of constructing, maintaining, repairing and operating a sewer line from Broadway Avenue to the Grantees' property legally described as follows, to wit: Parcel A: The North half of the West half of the East half, inCthe North half of the West 65 feet of t - East half of the East half of __ XCEPT" :the North 25 feet thereof conveyed for Cataldo Avenue 'o. 2191, according to Plat recorded in Volume "K of Plats, Page 20, in Spokane County, Washington.] • ". :21+non0093020369 1S _ - X m 153014 0 _ 449 The North 400 feet of the East half of the East half of TSLCt 75 Opportunity,_ according to Plat recorded in Volume "K" of , Page 20, in Spokane County, Washington, XCEt i he West /k 5 , 65 feet, thereof, cad EXCE he North 25 feet thereof, coveyed ud itot' to Spokane County for Cataldo Avenue by deed recorded Iv` under As File No. 2d5871C. Said easement shall be of perpetual existence and appurtenant to the Grantees' property hereinbefore described. Grantees shall pay the cost of constructing, maintaining, repairing and operating 5 .tli•ua' . .'1 , ` ], ,.A •, ->p) n } t , • t.1; 1',-.. ).' w 1.. 1 • t - ...„..,,du, , 1 1. u, ]). . ,. v • .v, f „1• J7) )r• .. ., 4 , a.i . • Yin lt<n ., .,L ppF IunliOa � R . SPO[ANE. COUNT I. *ASH. 011 �t -k (11AE L A. T . TRANTOW ROBERT G. W NDEL ‘2 B RICHARD G. BRALMGAMI CHAEL W. SILVE STATE OF WASHINGTON ) County of Spokane )5S 1NGR6sS 4WD t6-s'tas:S Lf,EStm617, t. '•:i • ' RECEIV D 940525035 FILED OR RI ' 0 O The undersigned, hereinafter referred to as Grantor(s), hereby grants an Ingress / Egress easement to the Ii i PAGE u �' owners of Thn West 196.70 feet of the SW 112 of Tract 78 of Opportunity, as per plot thereof recorded In REOOE ST Of Vrlo;oe "K' of Plats, pages 20 -23. EXCEPT the South 10.00 feet as deeded to Spokane County under Auditors No. 8505140214, its successors and assigns, hereinafter referred to as Grantee, with the right, privilege and authority to place, construct, maintain, Inspect, reconstruct repair, replace, remove and keep HAT 25 1 53 PR '9 obstacles clear from Grantee's faciliWs consisting of an access road and related appurtenances as the Grantee may from time to lime required over, across, upon and under the hereinafter described property situated in Spokane County, State of Washington, and is described as follows: VO L J 84..5 A 34 foot wide Private road access easement as recorded August 28, 1985 under Auditor's File No. 8508280227 as pail of Broadway Professional Center 1 recorded In Book 17 of Plats Page 77. Grantee shall at all times have the right of full and free ingress to and egress from said property described above, with the understanding that Grantee shall be responsible for all damage caused to Grantor arising from Grantee's exercise 01 the rights and privileges herein granted. Grantor reserves the right to use the easement for any purposes as long as not Inconsistent with nor Interference with the rights granted Grantee herein. The rights, conditions and provisions of this easement shall Inure to the benefit of and be binding upon the heirs, executors, administrators, successors and assigns of the respect'vti parties hereto. In witness whereof the undersigned has executed this Instrument this /7 day of May, 1998 GRANTOR Broadway Prolessio al Cent r Owners Association By: LANE D. HINCKLEY V L r A R. HINCKLEY ) /71 K. TRANTOW `so c. � oCe MIC LE L. WENDEL /7). �' • LYNDA M. BRAUTIGAM U C � / / r O I LVEY On this day personally appeared before me Layne D. Hinckley, Lynda R. Hinckley, Michael A.. Trantow, Lynn k. Trantow, Robert G. Wendel, Michele C. Wendel, Richard G. Brautigam, Lynda M. Brautlgam, lve Michael W. Silvey, Clare Sly, as the individuals who executed the within and foregoing instrument and acknowledge the same to be that( free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal the day and year first above written. My commission expires .-�— / —{, NC K i a....SS \ON t lit i r :� or a — I v i :o '• -•- ey µ i Notary Public In and forth State Washington :” eueil • Residing at Washington I tc OF - % 1\ N69'70 03 70 9s PO `ANO ,4EI/ ACCEPTED 115 COP Of S//( OF TRACT 76 '1 9 04 M CALC POSITION OM' Of FNO S••' /KR S/MPSON 17 05. ROOM 4 OF SUPK.'S. PAC( 341. 1440 0x5' NORM OF /PI • 160 44"146.4 148 CI „. 005'S &FLAW 1 3 5' BLDG m W il l i SETBACK I� ° raj 7 3 ° 'O C u 00 9.990 9O FT arr U• rr ° o I \ ix. 680•50:25'E 3 1 S7.uu �rm� 4 .o 0 z 9 > m 4 cc _NB 57.1g.i w &'BLDG. x SETBACK LOT 5 >: (COMMON AREA 1 047 AC. A ' War 58!,25'E ^° '"" 50 .u0 n} C.7 n °17 0 3 65' TBACK 1 c x;' I. c Am o 2 L 0 2 00F 4.4Oe SO FTI Li, 0 / z 1 Nnr•58'25 "F I 03.06 « o s BLOCK 1 bdtd"3b' 15"W it 195 ,U 576601 la 14 n ae 1 l. 14 09 56'.e'E 101051 AND OW SPIKE `440 9047 5365( IBAS1s OF BEARINGS) oar' N OF F (NO 6 4' IP 076'5 R 6 OAT' w OF CALC P056. 1611 S OF SuRvErD P561 CURVE INFORMATION Chord Bearing Chord Delta Radius Arc Tangent GI N 44'48'23" E 45.12 089 32.00 50.08 31.81 C_ 5 45'11'24" E 45.39 09020'28" 32.00 50.46 32.19 C3 N 44 "48'23" E 21.15 089'39'58" 15.00 23.47 14.91 C4 S 45 11'24" E 21.29 090'20'28" 15.00 23.65 15.09 id :IA MMWTN LINE OF 5//S OF � '] N A9 °3131 9 71, E nn q T x 131.22 ./ 00 NICT 6 x69 Se' n'E% 1 [' 1 \ 1 J t \ 25692 / I ` LUC Posit xeB• B'2 O: . 103.01 �C SIIRVEYOR'S CERTIFICATE Examined and approved this day of rector, / COUNTY ENGINEER Examined and approved this 6/ day of 1 48.35 N .,642 54 ° ^ 0 l ` 5 5' 5IDG. z I SETBACK us tu N W a a 11 3 I It, •OR � wA % I? 8 c 3110 11' 1'F ; • x 0 8 65.0 35' BLDG. oo SET IC o o c 04• 9.090 50 rt Po ° nO Z, 0 1 NR9 51•F z 6 5B • 1 SO6/N 10' OF mac RAW FOP °O soAAAr I ,w. 443. COW BSI 1. d- 296 14 AVENUE IMO S/4'IP 0 76 R OM'✓ OF CALL Pos /I 1605. INC 5 of SIMKrS. P161 x11 1. Ov dl This map correctly represents a survey made by me or under my direction in ' rN. 7 rt- conformance with the requirements of the Spokane County Subdivision Ordina ce. ,t ►atrick J. Mvbre, RLS , � Certificate Number 18091 7(� COUNTY UTILITIES DEPARTMENT �N4 LABO 1 . . 19 ��. po ane ou ` ti 'ties P. A EI /4 SEC. I6 - 25 - 44 SPOKANE COCOON (NiIN((R4 CORNER 41560 MO 8460 CAP N P'S. cur x- ring '5' IN 510410A14 Nfrq s9)7' • .131• w. au' N 7S • w. rf OA'• SOW if, 7093' S c • Fnd O Set pea' 180 boy 1 Set pea 18C (0) Mee 0pI fn The BASE is the b. the cent' per R.O.: page 34. Inland Pacific Engineerinc South 25 Altamont Spokane 509 535 -1410 COUNTY ASSESSOR, Examined and approved this day of /2 pokane 'COUNTY COfMISSIONE! This plat was approved and accepted by the Cunt County, Washington on this /6 day of_�' NO. 94 0936 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MA 1 1'ER OF FILING THE FINAL PLAT OF ) PE- 1682 -92 BROADWAY PROFESSIONAL CENTER ) III, WITH ZONE RECLASSIFICATION, ZE -45 -92 ) FROM URBAN RESIDENTIAL -3.5 (UR -3.5) TO ) URBAN RESIDENTIAL -22 (UR -22) WITH PLANNED ) UNIT DEVELOPMENT, PUDE- 11 -92, OVERLAY ) ZONE IN SECTION 16, TOWNSHIP 25 NORTH, ) RANGE 44 EWM, SPOKANE COUNTY, ) WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of PE- 1682 -92, Broadway Professional Center III, with Zone Reclassification, ZE- 45 -92, from Urban Residential -3.5 (UR -3.5) to Urban Residential -22 (UR -22) and Planned Unit Development, PUDE- 11 -92, Overlay Zone, being that portion of Section 16, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows: The west 195.7 feet of the south half of Tract 76 of Opportunity as per plat thereof recorded in Volume "K" of Plats, Pages 20 through 23; except the south 10 feet as deeded to Spokane County under Auditor's No. 8505140214; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS .S DAY OF JULY, 1994. A I !EST: WILL-IA E. DONAHUE Clerk o e Board By: Ros: nne Montague, Deputy Clerk BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON ven Hasson, Chairman D. Chilberg RESOLUTION c ;AJ C � MJ2 Patricia A. Mummey TO: S P 0 K P N B PLANNING DEPARTMENT Thank you. rp Enclosure MEMORANDUM Division of Engineering and Roads Division of Utilities Department of Buildings Spokane County Health District Fire Protection District No. 1 Modern Electric Water District FROM: John Todd, Planner I DATE: January 4, 1994 SUBJECT: Review of Final Plat PE- 1682 - 92 BROADWAY PROFESSIONAL CENTER III c: Don Henrichs, 2918 N. Argonne Rd, Spokane Wa 99212 Mike Silvey, 4303 S Evergreen, Veradale WA 99037 Simpson Engineering, 909 N. Argonne Rd, Spokane WA 99212 C O CJ N m Y WALLIS D. HUBBARD, DIRECTOR RECEIVED JAN 061994 SPOKANC CO UNTY E NG IN r "q Enclosed find copies of the above referenced final plat. Please review and forward any comments by JANUARY 19, 1994. If you have any questions you may contact JOHN TODD at 456 -2205. WEST 1026 BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 -0240 • (509) 456 -2205 S P O EC A N E OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Date: f2.•tr SIMP50h1 Etter \ NEEtZ S SUI3JECT: (3eohown( Paace oat. L7 aLL Otn1G Gentlemen: Owe. (' u2tsist.SsoN A review of the road and drainage plans for this project has been accomplished. Areas!of concern to us are indicated in red on the attached plan set and calculations marked "ORIGINAL ". 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 chanties on the revised print in color. Please note that the plan set and calculations marked "ORIGINAL' are official public documents, and must be returned with the revised plans and calculations. Review of the revised plans and calculations will not proceed until the "ORIGINAL" set is returned to the County. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, encls: CNEC� Rc ur Da4I4444E el/Vet cc: project file reviewer (comments only) W. 1026 lir odd Ica \' Ave k \wUweview.] tr SIN)ka nr, \VA 99260 -0170 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C Hormann, P. E. Spokane County Engineer C o u N T Y Christopher . Reich, E.I.T. Plans Review Engineer (509) .156 -3600 FAX (50 156 -1715 N P or\j l Pj� G �S{1Q c v m 0 0 w /VI" 1- 3 Z w v lv N89'38'22 "E iin 128.99' i u, 15 3 , , Building ,; p Setback ,/ ", is o , / d ay A CV 2 er ti 15:1 FJ / O o O 2643' ti N89158'25'E 0 I n ' toM4ON I.4R6i4 ANe evVA N89 2716' t� t • Setback 15' 4' Street Dedication z 75' Sewer Easement c TS `Il tz" ice 5Pt I ANA /wt'N Uf t lrtlC.y i -1 r 1 .17— SC�z;-M— 'R— l-KC:0 Z t1 kJCW CQV fJ 1, ln,j 195.70' 2� 66.71' N89'58'25 "E 7 25.00' 1.`6 0 Building Setback 2_ w 0 0 0 (n 0 0 g 9 9` Y .›df'`\ V • 10 -- Ne' S8S;5E2� • w 31.00' 15 yy I- 0) F ., F c, nua& A 13 . T 117.70' r O � T CO n j vS o N o _ (1\o NS 1 ha d $ 589'36'18' ✓ /0 m r pC- Ir k-( t75,70 IV 1 � 1 S89'36'18 "W 195.70' O — M _ w f r+ y 5 -r9 r BROADWAY AVENUE — NORTH TAE I 1 114 31 1 IQ{LO la— i rN- .r /i i !: 1sr!■gprt,i'iE -_ f p- k�i�iriai lw: ' r 'nisi Its ra-asest=11 imilDrall Ma �r�;i • .-- ma ::::a ll II ;c 14 :MINI S Cam 1 ti'_ I iA•o.ITP %Sue 9 r u; Mtn IMAM Cilt. Own .••p. - sir ueuxe Lovur _ -_ rInttms gut ............. ................ .. tL:un u...a.w . •••un••.•• \I Veld III HA(' sin TYPICAL. t'iIILVI4 N.4�f�b{AL°i o I I _ 4 t 1]!wc t+anYrr • w wont. e.: �za��'rnzlYz . ri 1 l . ' -‹ I , flank. attic, O. to praaro �- the ID talcievoo so .wl v Fth*P ea,crnal d mau•rwl __ rplmty rase. y — I SITE DEVELOPMENT PLAN i.e =o I— rte- A e (( ® ®� DELIANCE II archSIGN itects ALLIANCE H V r= '2 (_LA LA IysMale n at + -art - n z r f l .re .. aloo rc Ilws. oat.., a e oor{ e1 H.. a s Lt - a• I, Vr( AI MHO Mr- er iou •.y ac b /�1 0r I I a•r in - pak, . um ca rt. . tiro VS VG I 4 . s'1>• i2 rt - To c.I. po-lo .rei. . onto ar at Davi- rw•s t r.....I O...;o...r. _ I4. 7. err: u.Iq MrttLL /o,t .I . La...via" so. o5- ie r.e.ru s�.•: Tor I. 141I .t v. arm, » < ro• oat. .. p..i . r .•r .••...n .1% ua.rw..r. .t's'aar:n'r ..I -4a 7 v' r a aw ... +• +c NnPe..J+m.J tF/YDw>1 P:111 VI. *ITO. I ` It..rm few,. o.c •fir , :,2 <..,m ratt”.4 44 vi 12149 -vor - ✓+ +. ..•. S P O K A N E OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Don Hendricks Design Alliance 2918 Argonne Spokane, WA 99212 RE: Broadway Professional Building Dear Mr. Hendricks: If you have any questions, feel free to call. cc: Simpson Engineers W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 14, 1993 Very truly yours, C O IJ N T Y I have been trying to reach you in regards to the above mentioned project. We received a drainage plan from Simpson Engineers, but cannot review it until an Agreement to Pay Fees and a $100 final plat fee is received. Please take care of these items in order to avoid further delays. Ronald C. Hormann, P.E. Spokane County Engineer Christopher J. Reich, E.I.T. Plan Review Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 Bu1LDIN ''SETBACK { ' 117.'70 i 5, 89° 3G' 18 ° ;W : 4 16 V ,FLAT,• BOUNDARY DRAINAG6' POND • : 5 •DRAI NAG E EASEbMENT RAINAGE FOND ' "A" FLOOR ELEV. 2.045. . 4:.1 SIDE SLOPES 21 D RA I NA Ca E EASEMENT ,r � � - �'7 v I S t'NALgt ` • EXPIRES 7117' 9.S SPECIAL. CURS INLET IN CC11C.WALK. WILBERT VAULT CO. PHnOUc-r tP I n40 W ItfI, CONC. CURN ir,Lcr TI1 SPOKANE COu1JfV 5117. 1 CorNC.�diLK OROADWAY `RoFFSSIONAL CENTER IE ww IV impson Engineers, Inc. ONL LIICIHLLRS Y Lai-.0 Sul1K;70,i5 11.909 MCCraIC ROAD Ffintail. •A 99117 Pn 9:11-1377 POND ENTRY EDGE OF PAVT. OR BACK OF CURB PLAIN VIEW: •. POND ENTRY --.. " - ASPHALT • VARIES; • 3' MIN. 4. "2 CONCRETE CURB INLET, TYPE 1 SPOKANE CO. STD. 8 " • POND : SECTION DETAIL 'L " =2' MINIMUM OR AS SPECIFIED. ON PLANS 0 0 , VARIES —. - DRAW_ CRATE BACK AND SIDES OF '20E' POLIO TO DE HIGHER THAN PAN.EME:T SIDE 4 MIN. UNE PCAID Yd TH CRASS SOO y '208 POND FLOOR SLOPE SOD TO TOP OF DRYV',ELL OR MASTIC ANY EXPOSED JOINTS EXPIRES 7117 9 S PROFESSIONAL- CL'NTcrt TIT e5irnpson Enyukcri. Inc. G.L. Cr1Qf1L /RS 1 LNA :wd'd /CRS 1+.909 ./.NCO.t,C ROAO sra.lir. 9911? r. .:r, -1377 DRAINAGE; POND < ' FLOOK ELEV. = zo4'7.3'. ; y 4H' SIDE SLOPES,sl I O ?A SINGLE-BARREL DRYWELL,TYPE A, W rill METAL Fww1E E GRATE, Type 4 5G0RANE Cour.rry STAAsDARD ' -- TOP OF GP.ATE ELEV. 2.04 La.. .i . N 89' 58' 25 " E T25.oc 0 BUILDING SETBACK A 14' 31.00 5 89 ° 58'25 "N R (n L'^ EAPiilL, 7117' w 8 d ) 0 o 9 - o 0 �— DRAI NAGE EA5MENT / 5 PECIAL CLH.G 1K4LCV wILSeRT VAuL-TC.n. PH. U.T S :AO wirH Co,.,caert C Oka ran Tq 1 �� �PDIWJL Ctu.inf STU. -- Conic. WALK BR.OADWAY PROFIL55IONIAL CENTE iU Vimpson Engineers, Inc. GHL ENGINEERS k LAND SURK:TOBS N.909 ARCOrNE ROAD "l'6tu11, e4 99717 fin 9!4-1)77 POND ENTRY r ^ T CONCRETE CURB INLET. TYPE 1 SPOKANE CO. STD PLAN VIEW: POND ENTRY -. " --- ASPHALT 3' "208" POND : SECTION DETAIL NOT TO SCALE —4 VARIES, 3' MIN. VARIES — YA£LL CRATE PORTLAND CO.IE1IT CC iCIIETE "L' =2' MINIMUM OR AS EDGE OF PAVT / P---I SPECIFIED ON PLANS OR BACK OF CURB DETAIL '8 0 O O BACK AND SIDES OF '2J::' PC:JO A I.I TO OE HIGHER THAN P.E NT SIDE PC MIN. DR UNE D Wm CRASS `.00 O y u t Dii1"hO1 I I - 208' POND FLOOR SLOPE SOD TO TOP OF DRY'ciELL OR MASTIC ANY EXPOSED .:DUJTS BROADWAY PROFE5510NAL Ci_M ER II I I EXPIRES IRV 9 S impson £nyuker>, Inc. CJ'.L (riQnLLHS 1. LAJ.0 •.wl iCnS N.909 u<CC..i.0 ROAD r', 2 ,t f x-15 —r a 26.23 N 89 25" 1 1 , n T N 89 38 22 E ":. 128.99 15 SEWER EASEMENT r n 1 • • BUILDING SETBACK 'o 15 x 21 DRAINAGE EASEMENT N. END bFl DRAINAGE POND "C„ '.FLOOR AREA 9 x 11 WITHIN LOT ' L FLOOK EEV. ; 2046, 8 4:l sip SLOPES FLAT BOLJI\IDaF; / - EXPIRE 7 BROADWAY PROFESSIONAL CENT!:R LEE 1M r ,1M impsan Engineers. Inc. COAL LoCuiLLRS k LA140 SUHA 10,15 11.909 ARCC+.I,E ROAD ;MIAMI NA 99212 P11 926 -1922 W 0 POND ENTRY a VARIES, 3' MIN. r " CONCRETE CURB INLET, TYPE 1 SPOKANE CO. STD PLAN VIEW: POND ENTRY ' ASPHALT— EDGE OF PAVT OR BACK OF CURB "208" POND : SECTION DETAIL 4• PORTL.ND CEMENT CONCRETE ). 7' 'L' =2' MINIMUM OR AS SPECIFIED ON PLANS NOT TO SCALE DETAIL B BACK: AND SIDES OF • 23::' PC:;D 0 TO DE H:CHER TriAH P,'tMirT S:DE 0 -J La- VARIES ;' ruN DRY1hELL CRATE I UNE PC4 D V''.iTH CRASS CO S .E ' canal ' 1 '208' POND FLOOR SLOPE SOD TO TOP OF DRTnc ! OR MASTIC ANY EXPOSED .;DINTS BROADWAY PROFESS IONAL Cc1 Tcr� (I I impson Enyl Inc. 0 'u. CNf■ue CRS a w.0 Lwr .0 iC.IS N.909 ..RCGa.0 R0..0 ffrmA11r, •4 y'Iii? Po '1:1. -I 72 O SCALE " ' PLAT, BOUNDARY. , PLAT •BOUNDARY: DRA'INAGE POND' 117. 70 —589 ° 3G'18 ° W 21. DRAINAGE EASEMENT DRAINAGE EA5EMENl" I • ?.DRAINAGE POND A" FUDOS ELty. • 2045. 8 4:1 SIDE SLOPES 1 EXPIRES 711?' 9g 92 £t - itNO 6ASGM61J•t to egop62D{ LINE 5ti24.0 Jr CAA ba SPtMo.\ ' kk$ - SHOW 'S.04 • SergAtIc BROADWAY PROFFSSIONAL CENTER 1L1 $w impson Engtheers, Inc. CIML EI4GUELHS k LAJ.O CuH',C,Oii5 N.909 ARCOr ROAD J'MAn(, wA 99717 Pn 92G -1377 POND ENTRY satu akeirist A POND ENTRY W 0 0 I CONCRETE CURB INLET: TYPE 1 SPOKANE CO. STD. PLAN VIEW: ., fi t ' 3' - L' =2' MINIMUM OR 'AS EDCE OF PAVT. /1")-- -1 SPECIFIED ON PLANS OR BACK OF CURB "208" POND VARIES, 3' MIN. 3' 2 PORTUND CCr.iENT CDt,CuETC : SECTION DETAIL NOT TO SCALE 0 0 0 a VARIES DRYKELL CRATE I DR YnELL ■ DETAIL B BACK AND SIDES OF '205' POND TO BE H!CHER THAN PAV aIENT SIDE 4' T.11tJ. tiNE PC,ND CRASS SOD _1•1; 31.)•" � • • Lyy11 � u :` ~ i '208' POND FLOOR BROADWAY PROFE5510NF,L CLIJTci< �? EXPIRES 71I7' 9 S SLOPE SOD TO TOP OF DRYY,ELL OR MASTIC ANY EXPOSED JOINTS ' impsun £nyincer;, Inc. Cluj Ct4(It1Ltte; . lti.D N,909 t.RCOa.0 RO&0 • 7Yweur •& 99711 S > , 51t4GLE- BARREL DRYWELL, A wart METAL FRAME GRATE, TYPE 4 5FotcANE CouNTy 5TAAtDAWD To? of C /RATE ELEv. 2047. DRAI NAG E POND FLroR ELEV.= 204'1.3' 4:1 sive SLoPE5 •• • 0 20 SCALE LOT N89 ° 58'25 ° E 2.5.00 N; 4 IF 31. 5 89 ° 58'25" W W o 0 ° — 0 DRA 1NAC E EASE MEKIT 4' f ,.__ *ti F 9967 ..` 0.11AL06 1 LAPIALS 7117.9r 5\9I0%.0 kC \ A% stMockrits P6 ROADWAY PROFE551 CENTE fl S impson Engtiteers, Inc. G9tL LNGnf.LHS k LAhO SUIIVLTORS N.909 ARC I C ROAD 'PtxA,Ir *A 99717 Po 974 -077 POND ENTRY CONCRETE CURB INLET TYPE 1 SPOKANE CO. STD. PLAN VIEW: POND ENTRY ' ASPHALT-, "208" POND : SECTION DETAIL • :Is VARIES, 3' MIN. . NOT TO SCALE PORTV.ND•• CEMENT CUiCRETE • 0 2 O 4 3' 1" =2' MINIMUM OR AS EDGE OF PAVT. h---I -1.-= ON PLANS OR BACK OF CURB o 0 o 0 4 0 O LL — VARIES I 4' MIN. DRYIrELL CRATE LINE PLr10 Willi CRASS SOD \ , DRTKELL I I I DETAIL '208" POND FLOOR BROADWAY PROFESSIOIJf.L CLIJFE }� TIT BACK AND SIDES OF "206" POND TO DC RICHER THAN PAVEMENT SIDE :G9D' r cat EXPIRES VIP 9 S SLOPE SOD TO TOP OF DRYI'.ELL ' OR MASTIC ANY EXPOSED JOINTS i S impson CnyukrrS, Inc. CV.%L L,CraAnS ♦ 1./. LwH . ,C.S 11.9C9 wi1CL.i.0 aOAD 9rAmif. .. 5v:I? r., i:l -Ira 21' m ZG.23 N 59 E N 89° S8 22 E 128.99 15 SEWER EASEMENT LOT 3 7 15 x 21 DRAINAGE EASEMENT N. END OF DRAINAGE POND ,IC„ FLOOR AREA 9 x 11 WITHIN LOT 3 FLOOR E LEV. 2046.8, 4 :1 SIDE SLOPES PLAT BOUNDARY 0 20 SCALE PLAT EOUNDAR7 — Slow al\ \c \d? sa kbacks BROADWAY PROFESSIONAL CENTER ILr impson Enytneers, Inc. GML 0400EERS k Lu.O SURKIO,IS N.909 ARCC.,IIC ROAD Prweur w♦ 99212 Pt, '126 -017 POND ENTRY CONCRETE CURB INLET TYPE 1 SPOKANE CO. STD: PLAN V1EW: POND ENTRY 'ASPHALT.. "208" POND : SECTION DETAIL VARIES, J' MIN. J' / C PCRTL.ND CCWOIT CCf4CLIETE re 0 0 0 0 0 0 a 3' 'L' =2' MINIMUM OR AS EDGE OF PAVT. / SPECIFIED ON PLANS OR BACK OF CLiRB NOT TO SCALE - VARIES :- MIN. DRYK£LL CRATE WIC PC:D S11TH CRASS SOO yC- 1 DRma 1. I \ " - 208' POND FLOOR 1 ' - \_ / 1 DETAIL B 0 0 4 0 O a SLOPE 500 TO TOP OF DRT£LL OR MASTIC ANY EXPOSED .IODITS BROADWAY PROFE5510NAL C_bI I 117 BACK AND SIDES OF - 20C 2CND TO DE HONER THAN PAV£?.IENT SIDE EXPIRES 71171 9 S e5impson EnginzL:ri, Inc 01.1L. friCAN , IS 1 W.0 Luli 1G.S 11 SUV rHCGd.0 IU..0 , `PMnur, •A I1?I? eel y1. -1122 PE- 1682- 92/ZE- 45- 92/PuDE -11 -92 10 1 / 4 1 "; 1 1d " I1Li E .<1,:15: � 41 I i I -• • Q C r_ Q • C 33 Z 34 m J le •• .• 9x,'01- it ..•:. 101 ? 9 7 C .ol 4120AOW2 • RIVERSIDE : as c _ • • 3 So : ' N 1 p ;_ X *, 4 .12'7 A V EN UE 11 70.1954 -4o al 40' 7 .4 8 7 0 r- BOON 0 - 114 a AI •4 35 75 p�BR WAY N° 44D -4a' 0 P I N' 1 5 jJ UN I �� 1. d. '.HIGa -1 ScHOOL'4 No. 1761 40 --- ill • of (0 G , " o tc eti 1411 1 a�,rc 115 i <Ja Nal 101 -40'- 0 O O `DJGcd for th1S 400'R /W Valueless, Ste File 1/59 5c I L0 W 0°2/J1 1 21. AVEMUE CATAL DO N• 20I'fo 1JI N s' N p RTH 1 7G Jnc 1e 2117• - L C0 93J 3w 1 /Sf � A d 116 , h 6 +71'T. P. 125 No G 55 a C 1.1 1 cr w Boone 1 1 � I1 t 7 1 DeSmcf -4Q' I I (I 140.1754 r z Ili 4i11nrc - o I Maln Ave- So' q • M<Iroz v 1 I'Rlve luu. ?7JG Y4 Car 2646 6 .4 7-0 AflA VICINITY MAP SITE 019TR TOTAL FLAT /MA T (IT IJ kal Of MT% Yl71/31 I ny 4177 Lich•00 117 SPuscr 01 ns70 tle ware %I en r • 71511146 / istrpnirn 7(77/' n A PAMY11411 italtat; _Clars itge.•47 RAJ 0. ORTA •1./1.44 /VW% ALICIMI sirrueo SCELi *Se AS OFT 0 /7+1.111 •147• LP • nun" f Intr. 1174 pss-ns7n 1 SIS stre '7/117117 • inns 14 74 rnts 5 r 1 7 1 2 - 1 - =- 1 Lo1 7 7 1. sif•f ^9 . •-•••_:•0 V cti rt pi r- uniMeti PRELIMINARY PLAT / (77•44.2.1 'At 44 I , ily-N 1 • • - I pee,: fr P.J4■1101 7717 ,fr_QA-oaxi 1en --fan (I. to et pvivisa is‘N DESIGN a t , architects A.:111 100047f t v - rd urb n 4,. Or TY w. BLOCK THREE ee- ALLIANCE --a r".r 13110ADWAY CENTER PHASE1 1 esea poPtv7so-le.i. cetkiEr planners / 1777 6 5 erco7714t7IP 41•••• 74•77 44' .<74 • 5POLIAL VI OW 111 SIA"1"-71:1-Nuarrie r tr-r " cal4T1-4—).k. b=------+ itgarearat....7 FEE + Plilatildis MillfiliarMi tzar?: Pti NM + :11 IIIMIR1647MBLIIIIII EINIIIIIMEXIMillifi pa Einturatima Lemesura ews=4 :1is 1.1 j no Lig Ria ark' MUM II 0 vim LTh atttIr ;;Lfrpicrateass--turammuse •71 mille • II V "Ii= .,••••• I , - 7-0 AflA VICINITY MAP SITE 019TR TOTAL FLAT /MA T (IT IJ kal Of MT% Yl71/31 I ny 4177 Lich•00 117 SPuscr 01 ns70 tle ware %I en r • 71511146 / istrpnirn 7(77/' n A PAMY11411 italtat; _Clars itge.•47 RAJ 0. ORTA •1./1.44 /VW% ALICIMI sirrueo SCELi *Se AS OFT 0 /7+1.111 •147• LP • nun" f Intr. 1174 pss-ns7n 1 SIS stre '7/117117 • inns 14 74 rnts 5 r 1 7 1 2 - 1 - =- 1 Lo1 7 7 1. sif•f ^9 . •-•••_:•0 V cti rt pi r- uniMeti PRELIMINARY PLAT / (77•44.2.1 'At 44 I , ily-N 1 • • - I pee,: fr P.J4■1101 7717 ,fr_QA-oaxi 1en --fan (I. to et pvivisa is‘N DESIGN a t , architects A.:111 100047f t v - rd urb n 4,. Or TY w. BLOCK THREE ee- ALLIANCE --a r".r 13110ADWAY CENTER PHASE1 1 esea poPtv7so-le.i. cetkiEr planners / 1777 6 5 erco7714t7IP 41•••• 74•77 44' .<74 • 5POLIAL VI OW 111 SIA"1"-71:1-Nuarrie r tr-r " cal4T1-4—).k. , • 1 1 • • • • 1 , • • 1 , • - • • 1 • • • ..... 1 0 11•0111•1,11••••• •• 1 ......... •I• • l• •• •111•115•111 .11 •••••• g•••• IMAS(111e1TelLATIere ..... •1111. l• Of HMI •• HAM. - trics-st. rAhirof,, I ikr r.i I A L 11,1 t ka 1 z "o� cr Fe OY ck V Nfto 'sec-- - cc. at-Ftry) 9 n4P 7 r ftSL.ALS!efAIFT • • • O" All AL b C SSC W ra AsT VIC:IMF .. kora stip RIACE 111 Pk (1 SE I PBS A tuler Aril Os or ,fic opasemo nt-ft VI; jtasewo it I I 1 I I 1 fl Arc L.b.Oj4 .114 al 7, 0 A ID \V A Y V LOfMT -11 rLAk L ;rt.. ‘11.1•111 UPS s.S. Uh• 21- Gornot6,4 --- r, ..... n-....c.....,. faxesson., 1 :711 u....,........ L ,..,,,,, &ft 1 to C Soonwi •1 A _ s -4- A V ( kV DESIGN ALLIANCE /P.-in--n-0-- &RO F1 MTh. architects • planners 4 ., softy Ati _ . weir mei fteftSyrn Aterss Caw", - 11111101AL 11 - Stat n 11 11111 • 111 1111 arC 6 A F.'S Sset .1.1 t 'A---. Ibras • --f c taw. ibrric ......__ a MI en min _ __ _ 1 yet op i ug . IN utraammadmv Ha Irvin ' iaa 0 11 1= 1 uns i *. -=may, r . v . le den= Lw!ril IltMaa•MIla , el h e Z=ZaliEllitil in raMpiliti nair21 Pfflafflii , • 1 1 • • • • 1 , • • 1 , • - • • 1 • • • ..... 1 0 11•0111•1,11••••• •• 1 ......... •I• • l• •• •111•115•111 .11 •••••• g•••• IMAS(111e1TelLATIere ..... •1111. l• Of HMI •• HAM. - trics-st. rAhirof,, I ikr r.i I A L 11,1 t ka 1 z "o� cr Fe OY ck V Nfto 'sec-- - cc. at-Ftry) 9 n4P 7 r ftSL.ALS!efAIFT • • • O" All AL b C SSC W ra AsT VIC:IMF .. kora stip RIACE 111 Pk (1 SE I PBS A tuler Aril Os or ,fic opasemo nt-ft VI; jtasewo it I I 1 I I 1 fl Arc L.b.Oj4 .114 al 7, 0 A ID \V A Y V LOfMT -11 rLAk L ;rt.. ‘11.1•111 UPS s.S. Uh• 21- Gornot6,4 --- r, ..... n-....c.....,. faxesson., 1 :711 u....,........ L ,..,,,,, &ft 1 to C Soonwi •1 A _ s -4- A V ( kV DESIGN ALLIANCE /P.-in--n-0-- &RO F1 MTh. architects • planners 4 ., softy Ati _ . weir mei fteftSyrn Aterss Caw", - 11111101AL 11 - Stat n 11 11111 • 111 1111 arC 6 A F.'S Sset .1.1 S P O k A F4 E. Doug Christenson Simpson Engineers, Inc. 909 N. Argonne Road Spokane, WA 99212 RE: Broadway Professional Center III If you have any questions, feel free to call. cc: Project File OFFICE OF THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director February 24, 1994 Dear Doug: The drainage plan and lot plans for the above mentioned project have been reviewed. Please make the following revisions. Drainage Plan 1. Extend the drainage easement within Lot 1 to the property line. Lot Plans 2. For Lot 1, extend the easement line to the property fine. 3. Show and call out the inlets that are adjacent to each property. 4. Show all building setbacks. The changes to the drainage plan should be straight forward. You can submit a mylar copy, if you feel comfortable. We are still waiting for the reciprocal easement agreement from Mr. Silvey and final approval will not occur until all remaining items are addressed. Very truly yours, C 0 iJ N T Y Ronald C. Hofmann, P.E. Spokane County Engineer Christopher J. Reich, E.I.T. Plan Review W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 P2 PROJECT: RP sAOWir( R2oFL-SS10 J&L_ au \1x01 aG. 7 4asE PROJECT SPONSOR: M\K.E' 511.'ICY TEL # 924' `4ZL3?, PROJECT ENGINEER (Road & Drainage Plans) • sir, ci.J , PROJECT SURVEYOR (Plat) SUBMITTAL CHECFCLIST GENERAL ITEMS PROJECT # P Il°132 REVIEW # 1.2 REVIEWER: C.2Eic -Or DATE: iS ic cnJ c 93 15 rcego-( A¢ . 9 TEL # 92-4 . 9 " 3 R 2 AMc TEL if 9. The plans are on 24" x 36" sheets YES NO N/A 1. The $100.00 fee for plat review has been paid to Spokane County for this submittal Oz ke aa) 2. An agreement to pay fees has been submitted to Development Engineering Services Cn- 1to 3. The fee agreement has been signed by the project owner or a principal of the developer's firm. If signed by an agent of the owner, written authorization from the owner is attached to the / fee agreement v J 4. Review fee account is current (no invoices over 30 days outstanding) 5. i have noted the plans in, plans out dates on the pink sheet in the file 6. If the project is a mobile home park, were the plans reviewed by Planning? / 7. 2 copies of the plans were submitted _ S. 2 copies of the calculations were submitted GENERAL ITEMS (cont'd) ,/(/ 10. The calculations are bound together 11. The plans and calculations are by a Professional Engineer Colmrar ti Q1' ✓ ✓ 1 2. The developer has signed and and drainage plans ckliotv3.0 Aug93 stamped and signed approved the road 13. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat 14. Bowstring calculations by developer are in, the file for this review. 15. Vertical curve stopping sight distance calculations by developer are in file for this review /✓ 16. Horizontal & vertical alignment sight distance calculations by developer are in file forlthis review X,/ 17. The engineer /developer has provided evidence of coordination with the electric utility servicing the project ✓✓ 18a. The file contains a Spokane County Section Map ✓� 18b. The file contains a Spokane County Assessors's Map 18c. The file contains an aerial photo of the proposed project area 18d. The file contains a corrected preliminary of the final plat map 19. The project is located in urban boundary area 20. The project is located in the Aquifer Sensitive Area 21. The project plan name matches the plat name �✓ 22. Is the entire project located outside of an identified Flood Plain Area? � I ✓✓ 23. Is the entire project is located outside of an identified Stormwater Management Problem Area? 2 GENERAL ITEMS (cont'd) ✓✓ 24. List any design deviation requests and their status: 25. Locate the Findings and Order for the project and list any unusual conditions: �1 b T ED%c 0 N V czo tar =tJ t Lo F. h.. & 0 N Ee.aa ow.4"-t ✓ • 23. Backcheck of previous comments completed ckliotv3.0 /Aug93 / 24. All previous comments adequately addressed 3 ckliotv3 /Aug93 FIELD REVIEW 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.') If yes, describe. 1 • 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? 8... Ifthere_ are culverts under county roads, Idoes the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 4 ROAD PLANS (I.IoNE NEEM O) 1. List any roads that must be designed and constructed on the project. ROAD REQ'D WIDTH DESIGN MIN. /MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. ckliotv3. o /Aug93 • 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolationitest request to the Construction Section with soils information and a layout of the project. "R" value test request to Designer (date). 5 ROAD PLANS (cont'd) 6. Is the bench mark shown on the plans? 7. Are stationing equations shown? cklietv3.0 /Aug93 S. Is stationing correct (south to north, west to east, reading left to right on the plan)? 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted)? 10. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? 11. Does the note "Any conflicting utilities shall be relocated prior to construction of roads or drainage facilities." appear on the plans? 12. STREET WIDENING 12a. Are curb design sheets provided for widening of existing streets? 12b. Does the curb design conform to Spokane County Standards of section cross slope (Between 2 and 4.50)? 12c. Is there a street cross section shown for widening existing streets? 12d. Does the proposed new width match the width required in the Findings and Order? 12e. The cross - section shows: existing R/W proposed R/W future setaside 12f. 100' (min.) pavement taper into project is shown (1) There is adequate R/W for the taper to extend from the new paving width to existing pavement. (2) There is inadequate R/W for the taper to extend from the new paving width to existing pavement; taper extends from existing paving to R /W. 12g Length of pavement taper out of project meets: WS = 60 for design speeds s 40 mph WS for design speeds > 45 mph ft. min. taper length approved by County Traffic Engineer 12h Transition from end of curb to existing paving is shown (curb should nose down in 12 ") 6 ROAD PLANS (cont'd) cklistv3.0 /Aug93 12i. A 4" -wide, white painted fogline at 12" from the edge of paving is indicated (tapers or tangents) 12j. Are the curb grades above the county minimum of 0.80? 12k. If curb grades are below 0.8&, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 13. NEW STREETS 13a. Does the proposed alignment meet Spokane County Standards? vertical slopes vertical curve length horizontal curve radius intersection separation 150' on local access 300' on arterials 13b. The plans show the typical cross section for streets 13c. Does the proposed street width match the Findings and Order? 13d. The cross - section shows: existing R/W proposed R/W future setaside 13e. Does the typical section on the plans meet Spokane County Road Standards? cross slope is shown cross slope is within standards cross slope is correct when checked on profile 13f. Curb type: shown proper type for the road classification meets Spokane County Road Standards for curbs within the public right -of -way consistent with the curb type in the geheral area 13g. Are the curb grades above the county minimum of 0.8%? 7 ROAD PLANS (cont'd) ckliotv3.0 /Aug93 13h. If curb grades are below 0.8%, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 14. Has an "R" value test been performed for each soil group? 14a. The pavement section is adequate for the R -value and Traffic Index for the road type 15. Locations where water is intended to flow through an inlet or curb cut are at the low point in vertical curve 16. SIGNAGE PLAN 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) 16b. Street name signs are shown at all intersecting streets 16c. Is there a need for barriers at the end of dead end streets? 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) 17. Has the Fire District approved all proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CURB RETURNS 18a. Are BCR, MCR, and ECR stations /elevations on curb returns shown on the plan? in the profile? 18b. Are the curb return elevations correct? 18c. Is there positive drainage from the 'road intersection to the MCR? 18d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled /wedge curbs, to face for vertical curb face types) 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerline to the curbline 8 ROAD PLANS (cont'd) cklic / Aug93 l8f BCR, MCR, and ECR elevations are set so that the superelevation between the intersection and the 1 curbline is banked properly for right -hand turns into and out of the intersection roads (the road slopes from the intersection down to the flowline) 1Sf BCR, MCR, and ECR elevations at intersections without stop sign control are set so that the superelevation between the intersection and the curbline does not exceed: (ref. AASHTO) 10% (flat terrain) 8% (rolling terrain) 6% (mountainous terrain) 19. CUL -DE -SACS 19a. The cul -de -sac grades (top of curb) meet county cul -de -sac standards (1% min.) 19b. The cul -de -sac curb is shown in profile 20. INTERSECTIONS 20a. Do the intersections meet the 2% grade requirements? 20b. Wheelchair ramps are provided at intersections with sidewalks 20c. If there is a change of direction at the wheelchair ramps, are the ramps oriented so that: a 5'x5' pad is provided at the top of the ramp? the required 5'x5' landing zone at the bottom of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? any drainage structures are located outside of the landing zone? 1 20d. The intersection horizontal sight distance analysis shows that sight triangle encroachment on private property is 2' or less 21. Is there a need for slope easements? 22. Is there a need for erosion protection? 9 ROAD PLANS (cont'd) 23. DRIVEWAYS 23a. Can a driveway slope of 8% or less be maintained between the edge of pavement and the right-of- way? 23b. Can a driveway slope of 12% or less be maintained between the right -of -way and the building setback line? S ckliatv3.0 /Aug93 cklistv3.0 /Aug93 1 0 11 DRAINAGE PLANS (cont'd) cklistv3.0 /Aug93 ✓ 1. .3 void ratio for gravel free space volume is used ✓ 2. Perc rate from field test is used to develop outflow rate 3. 10 -yr event volume is contained entirely underground • 4. 100 -yr event volume is contained by a combination of underground storage and above ground storage up to 8" depth • 5. 100 -yr event volume is contained by a combination of underground storage and above ground storage exceeding 8" depth • 5a. Soil mixture is specified for water depth inipond exceeding 8" .✓ 6. Entire gallery is wrapped in filter fabric UNDERGROUND GRAVEL GALLERIES CONVEYANCE Conveyance - pipes ditches gutter flow depth is less than gutter height Backwater - pipes, ditches Headwater - culverts Curb drop /curb inlets on grade (fig 16), sump (fig 17) 12 Grates - sump (fig 15), continuous grade (fig 16) Riprap - stone gradation, pad dimensions; ✓/ 7. Soils type is "pre- approved" (Garrison, etc.,) for drywells without percolation tests _✓ 8. Does the drainage report identify the SCS•soil groups for the project area and for the proposed roads to be built in the project area? id 9. The drainage design maintains sheet flow patterns in natural watercourses 10. The drainage design maintains existing sheet flow patterns without concentrating flows DRAINAGE PLANS (cont'd) ✓✓ 11. Does the entire plat lie outside of designated 100 -year Flood Plain Area? 12. Does the entire plat lie outside of Zone "B" of the designated Flood Plain Area? ✓ 13. Is the max. street ponding in any part of a Zone "B" less than 1'? 14. Does the plat contain appropriate language limiting the lowermost opening in a structure located in a Zone "B" to not less than 1' above the lowest road elevation? ' ' 15. The drainage concept is compatible with planning commission requirements. 16. The difference between present and future flows is retained on the site. INLETS V2 1. The inlets shown are within the stream flow. _ 2. Inlets are shown on the low side of a road or at the low point of a vertical curve ✓,/ 3. Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the grate against the curb face (all grate types). Perimeter is divided by 2 for calculations where no curb opening (Type 1) is provided. Area = clear area _ 2 for Type 1 grates) ckliotv3.o /Aug93 4. There are no long curves with flat grades which pose a problem. 5. The centerline road stations, offsets, and invert elevations for all inlets are shown on: ✓+ plans ✓� profile. 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inletitype may be specified) (Type 1: D -2; Type 2: D -4)! 7. A detail drawing of the grate /curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW, or referenced to SCRS std. detail D -8 13 DRAINAGE PLANS (cont'd) ✓/ 8. A curb cut detail is shown on the plans withithe new county back drop with transitions and a 2" depression for curb cuts inside county ROW; or referenced to SCRS std. detail B -15 9. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. 10. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet'. cklietv3.0 /Aug93 11. Catch basin or special manhole details are shown or a standard drawing is specified. .f,/ 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS _ 1. Is the swale located outside a future set aside area? See Findings and Order for where setasides are required. 2.._.The_swale_bottom and sides have sod or grass turf specified. 3. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope is allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) ✓✓ 4 If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 5 Drywell is: located within 8 feet of the curb line, or a maintenance access route and easement are provided 6. Drywell stationing is staggered from the inlet by at least 4' 7. Multiple drywells are located more than 30' (center- center) apart 14 DRAINAGE PLANS (cont'd) �✓ 8. Soil type is appropriate for drywells (perc rate s 72 " /hr) if not: 8a. overflow from a swale at a low point will be directed away from building pads by �✓ an identified easement over improved ground' an existing natural drainage channel covered by an easement _X/ 9. Drywell location does not conflict with underground utilities. •✓ 10. Drywell type is specified. / 11. Drywell grate type is specified (Type 3-'std. detail D -7) I \�J 12. Drywell grate elevation is: below the invert at the curb inlet between 6" and 8" above the swale floor elevation ✓r 13. Does the note: "Wrap the drywell with a filter fabric (Amoco 4545 or equivalent)" appear on the plans? 14 Swale floor elevation is: specified between 6" and 8" below the drywell grate elevation at least 6" below the normal gutter flowline at_ the curb inlet for swale without a drywell ✓✓ at least 8" below the normal gutter flowline at the curb inlet for swale with a drywell 15 Swale floor • ✓J dimensions are shown ✓✓ minimum area is shown ✓✓ the area matches the required area from the 208 calculation for impervious areas. 16 Easements for the 208: , /,i are shown on the drainage plans .i ?+' are shown on the subdivision plat izCi are of adequate size to contain at least 6" freeboard above the max. water surface elevation for the design storm ✓ ✓ are tied to the lot corners. 1 ✓ 17. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. ckliatv3.0 /Aug93 15 DRAINAGE PLANS (cont'd) 18. The invert at the curb inlet is at or above the 19. Filter fabric �✓ is specified for the gravel envelope around the drywell ✓✓ is specified between the drywell and the gravel envelope installation specification is adequate. .// 20. Irrigation plan for County- maintained 208 swales ckliotv].0 Aug9] max. water surface elevation for the design storm Lot plans submitted on 208 LOT PLANS 1. Lot plans are required; submitted on 2. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements 1 setback requirements swale floor elevation swale floor dimensions rim elevation if drywells are present curb cut station, offset, invert and length any drainage ditches shows depth from the top of the curb an attached cross section of the swale or ditch 3. Lot plans have been stamped by a professional engineer on all pages 4. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 5. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS 16 ✓✓ 1. The road culverts are at the low points of stream flow. ,A/ 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for / culverts greater than 18 ". ✓./ 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes DRAINAGE PLANS (cont'd) ✓� 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HDPE /ADS) or the engineer has provided trench details for upgraded pipe bedding for these areas /, 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. ckliutv3.0 /Aug93 /2 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) - ✓./ 7. The minimum culvert and pipe slope is 0.5& and all pipes meet or exceed this standard. _ / 8. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. ✓✓ 9. At locations where two different pipe sizes enter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) // 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. ✓ 11. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe sy'stem that contains pipes that over 18" in diameter. .. 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for connection of inlets to catch basins or drywells, if the length does not exceed 44 LF and the velocity is at least 4 fps). ✓J 13. All storm sewer pipes are located a minimum 5 feet from a rear or side property line and have adequate easements for maintenance. 14. Inlets on the same slope are located so that the maximum width of spread for the gutter flow :does not exceed 6' (from curb face for Type "A" or "B ", from back of curb for Type "R ") I/ 15. The plans and profiles show all culvert ;pipe types, stations, offsets, lengths, and inverts 17 DRAINAGE PLANS (cont'd) .-Q 16. Pipe materials meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) ✓/ 17. The culverts shown are properly stationed from centerline stationing. ✓/ 18. Does the drainage system configuration avoid conflicts with underground utilities? /I 19. Is there a need for energy dissipation on any of the culvert outlets shown on the plans? 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on: the drainage plans. 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. ✓> 22. Pipe anchors are shown for pipe grades greater than 150. 4 23. There are no instances where water is trapped against a fill with no culvert shown. ./ 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches., vi 25. Ditches with eroding velocities have a proper lining for erosion protection. J✓ 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. 27. Where the ditch profile passes from cut to ;fill the flow has been properly disposed of. ckliotv3.0 /Aug93 18 ✓ ✓ I ckliotv3.0 /AUg93 ✓✓ EASEMENTS 1. Adequate drainage easements are shown ,for maintenance of drainage ditches or pipe systems. 2. There are easements proposed or existing. for natural channels which cross the property. 3. An easement was provided where street drainage was diverted onto private property. 4. The perpetual maintenance of private system has properly been provided for. 5. The maintenance, of drainage systems within Spokane County ROW has been properly provided for. . ' 6. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. 7. Pre - existing drainage easements on this parcel are not affected by this plat 1 �✓ 8. Overflow easements are provided from swales /ponds located in low points MISCELLANEOUS 1. QC check of review completed 2. Bond quantities for drainage item calculated (date) (init.) 3. Vertical curve sight distance worksheets done (date) (init.) 1 4. Vertical curve geometry worksheets done (date) (init.) 5. Drainage volume worksheets done (date) (init.) 6. Stamped road mylars to Permit Tech. (Sylvia /Suzanne) (date) (init'.) 7. Stamped lot plans to Admin. Asst. (Sandy) 19 MAY 03 '94 09:17 SIMPSON ENG. of Tile Aker The undersigned ,hereinafter referred to as Grantoris), hereby grants a perpetual easement to.BROABWAV P: • its successors and assigns, hereinafter referred to as Grantee, with the right, privilege and authority to place, construct, maintain, inspect, reconstruct repair, replace, remove and keep obstacles clear from Grantee's facilities consisting of an access road and related appurtenances as the Grantee may from time to time required over, across, upon and under the hereinafter described property situated in Spokane County, State of Washington, and is described as follows: A 34 foot wide Private road access easement as recorded August 28, 1986 under Auditor's File No. 8608280227 as part of Broadway Professional Center 1 recorded in Book 17 of Plats Page 77. Grantee shall at all times have the right of full and free ingress to and egress from said property described above, with the understanding that Grantee shall be responsible for all damage caused to Grantor arising from Grantee's exercise of the rights and privileges herein granted. Grantor reserves the right to use the easement for any purposes as long as not inconsistent with nor interference with the rights granted Grantee herein. The rights, conditions and provisions of this easement shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors and assigns of the respective parties hereto. In witness whereof the undersigned has executed this instrument this _ day of May, 1994 GRANTOR Broadway Professional Center Owners Association By: LAYNE D. HINCKLEY MICHAEL A. TRANTOW ROBERT G. WENDEL RICHARD G. BRAUTIGAM MICHAEL W. SILVEY CLARE SILVEY STATE OF WASHINGTON County of Spokane My commission expires ) SS LYNDA R. HINCKLEY LYNN K. TRANTOW MICHELE C. WENDEL LYNDA M. BRAUTIGAM 171 P02 /4e !M On this day personally appeared before me Layne D. Hinckley, Lynda R. Hinckley, Michael A.. Trantow, Lynn k. Trantow, Robert G. Wendel, Michele C. Wendel, Richard G. Brautigam, Lynda M. Brautigam, Michael W. SlIvey, Clare SlIvey, as the individuals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State Washington Residing at , Washington OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: March 18, 1994 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in BROADWAY PROFESSIONAL CENTER III, plat# P 1682. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. • If you desire, we can meet to further discuss this new process. k \j\t\assign.208 " (USE BANK LETTERHEAD) " AMOUNT: $ 1,000.00 NO. BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W BROADWAY SPOKANE, WA 99260 -0170 SUBJECT: LOT BLOCK BROADWAY PROFESSIONAL CENTER 111 (Plat) PLAT # P 1682 . (Development) Gentlemen: We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the a draft up to one thousand (Dollars) ($1,000.00), for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion'of the above- described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) k \j\f\assign.208 "SAMPLE LETTER OF CREDIT" IRREVOCABLE LEFIER OF CREDIT Credit No. Dated Bank Name: (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) By: (bank), (authorized signor) In consideration of the issuance of a building permit for Lot . Block BROADWAY PROFESSIONAL CENTER III (plat) plat # P 1682 (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 . Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE k\j\t\assign.208 "AGREEMENT" ASSIGNMENT For security purposes only, hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of and held in and by Bank of $1.000.00 This assignment is made as security for the full and faithful performance by • (developer) of certain drainage facilities and sod for LOT BLOCK , BROADWAY PROFESSIONAL CENTER III (Plat) Plat # P 1682 in accordance with the drawings: and specifications as submitted to and approved by the Spokane;County Engineers office on (date) , 199 Any interest benefits accruing under said savings certificate shall remain the property of . (developer) Said savings certificate to be released to _ I (developer) any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that 'amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of auexodS ie 5u!p!sai `volalggseM jo 66I ' jo /Cup , 199 Branch (bank address) (developer) 8OCufitsse\j\f \N aims aql ioj pun ut ottgnd ,CieloN s! "IVJS 'IVIDId3O GNV GNVH AIN IIauNf1 N •pauo!IUaw u!aiagi sasodind pun sosn aql ]oj `poop pun 13E ,Gelunlon put: oaij se owes alp paua!s lut l paFpatMOUxae pue `luawnilsut 2u!a olo; pun umh!m aqi palnaaxa oqm pug mt pagtrasap lunp!n!pm aqi aq of m tog am of aw aiojaq painadde ,Cllnuosiad ,Cep sigi up ( auexodS jo efiunco ss: ( NOIONIHSVM 3o aixis I I I I I� N 89 E 411 k I1 I f BUILDING SETBACK 2'1.46 v w PLAT BOUNDARY DRAINAGE POND "C" PLAT BOUNDARY .1 O 20 SCALE LOT 1 117.70 589 ° 36' 18 "W 21 DRAINAC&E EASEMENT .1 DRAINAGE EASEMENT DRAINAGE POND P; FLOOS Et_r=v. 2045.5 4 1 SIDE SLOPES r 5 L_ 1 exrm[s int , 'SS , SP CURE (1\11 ,1.T IN C'- +:C. ::-LK WILBER7 VApL7 CO. PK no.i CT le 1840 WITF1 Co.+C. Cu,:• 1i,L.0 T SP KAAJE Ccuu:y £1I µo.35 w frr� 14 BROADWAY FROFF CEt fi ER Tii impson Engineers. Inc. UHL UIGnLL RS k LAM) SuiottORS F.909 MCCS.uC ROA0 'Pf.AId. .4 99212 P" 924 -1322 POND ENTRY PLAN VIEW: POND ENTRY ' ASPHALT._ EDGE OF PAVT. OR BACK OF CURB u w 0 U "208" POND : SECTION DETAIL —c VARIES, 3' MIN. CONCRETE CURB INLET t 4. PORTLAND TYPE 1 SPOKANE CO. STD. cU,G carcflert 3 H i L" = 2' MINIMUM OR AS SPECIFIED ON PLANS NOT TO SCALE BACK AND SIDES OF - 2Oc' %CND O o TO DE HIGHER THAN PAV:t.I NT SIDE O 0 - ry a 0 0 ` a ▪ VARIES -- a DRYh£LL CRATE DETAIL m g 4' MIN. '208' POND FLOOR SLOPE SOD TO TOP OF DRY'HELL OR MASTIC ANY EXPOSED JOINTS i BROADWAY FROFE5510NF.L_ Cc /-i 1 DI UNE PC410 6:T1-1 CRASS `00 y 9 i1npson Enym ers, Inc. 0'n Ct,Grd Cd$ k w.3 `vu .0 iG;S N.909 .41CCaa.0 n0..0 'rrMArlr. ,.♦ iii i? la ra. -1127 dC • SINGLE. BARREL CRYWELL wnH MrrAL FRAme 4 G RATE, Tyra 4 . SPOKANE COW-TV 57AHaaARD Tor of &KATE ELEV. 204,7.8 • DRA POND . FLOOR ELV.:'204'7.3 4:1 SIDE .. SLOPES 0 20 SCALE N89 ° 58'25 ° E 125.00 /� auILDING SETBACK LOT 6 I IA 31.00 5 89 W w O a) O 9 n - o U) DRAINAGE / EA5Eh'1EKIT 14 Y � 5PECIAL C::r�G INL=I V NILeei.T VAULT ?R:cu_7 -O WITH CLwICi:Era CL:":.% Lf.T TYPE n .S po,c..f1L CLJI:r'f — CoNC , YIS LN 5 R0&DWAv PROFth—ZZI CENTER 1(I .... • impson Englnacrs, Inc. Chit. CHUHCCHS It LAND iu VEIC•75 N.909 ARCONIIC ROAU MueuC .A 59717 P° 21 -1377 c u 0 u co m w v POND ENTRY CONCRETE CURB INLET, TYPE 1 SPOKANE CO. STD. PLAN VIEW: POND ENTRY ASPHALT EDGE OF PAVT. OR BACK OF CURB "208" POND : SECTION DETAIL 1' PORTLAND 'L' =2' MINIMUM OR AS SPECIFIED ON PLANS NOT TO SCALE DETAIL B BACK AND SIDES OF POND TO DE HIGHER THAN P PCMENT S:DE VARIES, 3' MIN. VARIES - J' UNE PU+D VITH CRASS `.00 �... � T DRY`nELL GRATE cc i.. iva CZMC+i Ca+ucETC 1 Cftrhta \ I I 4 MIN. '208' POND FLOOR SLOPE 50D TO TOP OF DRr ELL; OR MASTIC ANY EXPOSED JOINTS' 5ROADWA`/ PROFESSIONAL CLI-JTER $ EXPIRES 7117 9 5 impcon Enyukrri, Inc. O■IL CrIGIIC LII5 1 L.Ar.0 :un .0 IGrS H.909 /.RCCd,l,C 'PGe11(. •{ 9iiit to roa. -1377 3 ir cc 9 9 z 21' 26.23 N 89 N 89 38 E 128.99 15 SEWER EASEMENT LOT 3 PLAT BOUNDARY BLJILDINCz 5ETB '0- 15' x 21' DRAINAGE RA5EwIENT N. END of DRAINA POND "C" FLOOR AREA 9' x I I ' WITHIN LOT E. FLOOR ELEv. 2046.8 4 :1 sioa SLOPES SCALE PLAT EOLJI\IDARY BROADWAY PROFE551ONAL CEEF R itL S impson Enylneers. Inc. O iL UIUUCLRS k L.u.O SURYLTP +S N.909 hJ CCtnd ROAD P6tuif. "A 9920 fin 016-1]77 • POND ENTRY CONCRETE CURB INLET TYPE 1 SPOKANE CO. STD PLAN V1EW: POND ENTRY �ASP EDGE OF PAVT OR BACK OF CURB "208" .POND VARIES, 3' MIN. 3' u3 1' PCRTUND CLuCNT CCt1CRETE 2' MINIMUM OR AS SPECIFIED ON PLANS • SECTION DETAIL NOT TO SCALE 0 0 0 J 0 Z 0 VARIES GRYnELL GRATE DETAIL `B ( GfiniELL 1 BACK AND SIDES OF '2DB' PC:ID TO DE RICHER THAN PAV.D.I HT 5:0E 4' MIN. i UIIC FWD \iiTH CRASS SOO yL i '205' POND FLOOR SLOPE 50D TO TOP OF DRThELL OR MASTIC ANY EXPOSED JOINTS BROADWAY FROFESSICKLAL_ CLZ1■1Tcr. 1 I EXPIRES 7117' 9 5' V i mpsun £nytit<rri. Inc. CIML CNG ICU 5 1 Ln.O tut‘ .0 IGiS N.909 u1CC.a.0 R0.0 'Pfw.ul w♦ y�i�1 h. ,:h -ill) STORMWATER DRAINAGE REPORT for Broadway Professional Center, Phase I(I Broadway Avenue, west of Pines Road October 22, 1993 Report Prepared By: /Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washington 99212 * ** TABLE OF CONTENTS * ** Summary Table: On -Site Drainage Basins "208" Pond Volume Calculations Rational Formula Hydrology and Bowstring Calculations Special Curb Inlet Capacity Calculations S.C.S. Soils Map and Descriptions Rrrr?'-'- NOV 12 ibJa SPOKANE COUNTY ENGINEER h CO PIES of - faa G ors I Ia1A.GC 2seo 2 n. ND so S o �1 putt e12 sOier1Vn4L OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE ORIGINAL PROJECT # P u 0P?2— SUBMITTAL s I RETURN TO COUNTY ENGINEER Basin Name Total Area Pervious Impervious Conc. Walks Bldg. Roof Asphalt Pav't. "208" Area I "208" Volume G.Y.A. Name Floor Area I Floor Perimeter Volume @, 6" I Volume Q 8" Drywells Stormwater Drainage Report for Broadway Professional Center, Phase Ill SUMMARY TABLE: ON -SITE DRAINAGE BASINS Basin A Basin B Basin C Units 25,200 ✓ 10,340' 24,100 ✓ sq. ft. 10,875 ✓ 4,390 ✓ 7,785 ✓ sq. ft. 14,325 ✓ 5,950/ 16,315 ✓ sq. ft. 1,735 ✓ 8907 1,515 J sq. ft. 2,900 ✓ 2,900 2,900✓ sq. ft. 9,690 ✓ 2,160 ✓ 11,900 ✓ sq. ft. 12,590 5,060✓ 14,800'! sq. ft. 525 211 7 6 cu. ft. Pond A Pond B Pond C 875 7 340 1,045 ✓ sq. ft. 179 ✓ 140 ✓ 212 ✓ lin. ft. 527 ✓ 240 ✓ 628 ✓ cu. ft. 745 7 352 ✓ 888 ✓ cu. ft 1-"A" 1-"A" 1 -"A." NOTES: Buildin g roofs assumed to be asphalt composition. "208" Area includes building roof and asphalt pavement areas. IN GENERAL, for any drainage pond with 4:1 side slopes on all sides, the pond volume can be calculated with two components: the volume directly above the floor area plus the volume above the side slopes. Volume is calculated at 6" depth for "208" treatment and at 8" depth for storage, as follows: At 6" depth: Pond Volume = (0.5 ft. depth x pond floor area) + (1/2 x 0.5 x 2.0 x pond floor perimeter) = 0.5A +0.5P At 8" depth: Pond Volume = (0.67 ft. depth x pond floor area) + (1/2 x 0,67 x 2.68 x pond floor perimeter) = 0.67A + 0.89P ft feet "208" DRAINAGE POND "A ": Pond Floor ** ******************* ***************** *** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** Pond Floor Area, A = (70 x 10) + 14 x (20 + 5)/2 = 700 + 175 = 875 sq. ft. Pond Floor Perimeter, P = 179 LF Volume at 6" depth = 0.5 A + 0.5 P = 0.5 (875) +0.5 (179) = 437.5 + 89.5 = 527 cu. ft. "208" POND VOLUME CALCULATIONS Volume at 8" depth = 0.67A + 0.89P = 0.67(875) + 0.89 (179) = 586 + 159 = 745 cu. ft. 8" = 0.67 ft. 0 2.68 feet 10 so "208" POND VOLUME CALCULATIONS - CONTINUED "208" DRAINAGE POND "B ": Pond Floor Area, A = (5 x 41) + (5 x 7) + 10 x (5 + 15)/2 = 205 + 35 + 100 = 340 sq. 0. Pond Floor Perimeter, P = 140 LF Volume at 6" depth = 0.5 A + 0.5 P = 0.5 (340) + 0.5 (140) = 170 +70 = 240 cu. ft Volume at 8" depth = 0.67A + 0.89P = 0.67(340) + 0.89(140) = 228 + 124 = 352 cu. ft. "208" DRAINAGE POND "C Pond Floor Area, A = 11 x 95 = 1,045 sq. ft. Pond Floor Perimeter, P = 212 LF Volume at 6" depth = 0.5 A + 0.5 P = 0.5 (1,045) +0.5 (212) = 522 + 106 = 628 cu. ft. Volume at 8" depth = 0.67A + 0.89P = 0.67(1,045) + 0.89(212) = 700 + 188 = 888 cu. ft. u1 u m a' 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 DATE = 10/27/93 PROjECT NAME = SILVEY/DFSLON ALLIANCE #12700 DESCRIPTION = BROADWAY PROFESSIONAL CENTER III SUBAREA J. = .2: ACRES SUBAREA 2 = .04 ACRES', SUBAREt:) 3 = 22 GRES v SU f3AF; E A 4 = 067 ACRES TOTAL AREA = . ACRES OVERLAND FLOW VALUES CL = .15 L = 140 N = .016 = .012 CHANNEL FLOW VALUES ID = 0 COMPUTED VALUES 1 = 5.00V 110 = S„ 1C3v) 010 = 1.04 0A, = 0.00 RATIONAL FORMULA HYBROLOLIC DESIGNER = BASIN A SUBAREA SUBAREA SUBAREA SUBAREA 1 RUNOFF COEFFICIENT = 2 RUNOFF C0EFFICIEN1 = RUNOFF COEFFICIENT = 4 RUNOFF COEFFICIEW = COMPOSITE RUNOFF COLPFJC:ERT . 3 ressu=1 P /44 tt-DG g ooF • 7 .'.537'3JSIOS4 A5Sor4 NI C. • YES 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 DATE = 10/27/93 PROJECT NAME = SILVEY/DESTON ALLIANCE ft12700 DE3CRIPTION = BROADWAY PROFESSIONAL CENTER 11I (m4n.) 5.0 4; 15.0 20.0 25.0 60.1) 65.0 70.0 75.0 80.0. 85.0 90.0 100.0 BOWSTRING CALCULN11t;r1:::: DESIGNER = D. 8.. DASIN A Inteh5it Oxic!v" Yin Veut SLocacia 4in/hr) (c.f.e.) (cu. 112.'4 (co" tt.) (cu. .f(..) .2,00 :410 1.04 120 90 600 2.24 .71 511 180J 900 1.77 .i. 14;;;24 20 1200 1.45 .48 5140 260 1500 1.21 .40 150 18 1000 1.( .71 6,50 c.40 110 2100 .91 ,L0 ,S50 9 8 210G "U2 720 -46 „21 681 810 j,c)00 .60 nfl -- .21 718 990 -275 :60.) .61 .20 742 1000 '3700 .60 .20 782 1170 4200 .58 .19 820 1260 4500 . JO .LO 6-9 1350 -5A1 4200 .17 857 1440 7587 5100 _52 .17 880 1s:0 -650 5400 .50 . 1.6-4 901 1620 -71 S. 1 5700 .49 .16 95%4 1710 6000 .418 "1, 162 1800 -P7.13 THE MAX1HUMETORA0E 18 . 536.55987799? CU. FT. pooD voc. e- 8 DEPTH = '145 eu • F The tiflin. of concehtrilt1on 144 5 miplutii4s. The Undeveloped Ploy, cut i5 c.f.s. -rt re "A" TEN YE(AR STORM CALC pot-it' "A" e 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 10/27.07:: FROjECT NAME = SILVEY/DEGIGN ALLIANCE H 12700 DESCRIFTEON = BROADWAY PROFESSIONAL SUBAREA 1 = 1 ACRES SUBAREA 2 = .02 AGREE/ SUDAREA = .05 ACRES SUBAREA 4 = .067 ACRES TOTAL AREA = .21:7 ACRES OVERLAND FLOW VALUES L = 105 .023 LHANNEL FLOW VALHLS CONFINED VALUES DUk - 5.00• 110 = - 010 = OA = 0.00 RATIONAL FURUULA HVOLOL4RY DESIGNER . D5?,SIN CENTER III SUBAREI:, SUBAREA SUBAREA SUBAREA 1 RUNOFF COEFFICIENT = 2 RUNOFF COEFFICIENT = 3 RUNOFF COEFFICIEW = 1 RUNLIFF COEFFICIENT = CONE061TE kUNOFF COEFFICIENT firgulauf, 75 Cs,-JC. , Y A:pi-Rt-I" PAv _•; 6acw.K0.05 = 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE = 10/27/93 T h s Und•../ifl op sd I L ow uut is TEN YEAR CTORN CALC BOWSTR [NE; CflLCULAT RROJECT NAME = SILYEY/DESTON ALLIANCE ft127c)n DESIGNER = D. N.. E. T(Y3EN DESCRIFTION t bROADW('IY PROFESEJONAL CENTEK III 1; L y (1 Vin (I111 ) f L1C ) Hr/hr) ) f t ) 5.0 :I:. .f.00 : . 18 . 4: I 7 :. 10. 0 60c, 2.24 .30 ISO 15.0 900 1; 77 . 24 2- 1200 I . 15 251. - 7. 2)5 .■ 0 1 5 0 0 1-21 ,. 11, 4 t . „!CI 11 2, 12. 510 :5.0 : .91 . 12 40.0 .82 ,.11. 273 720 . 15.0 . 74 . 10 281 810 -529 50 „ ■.) . 6:8 „ 09 2.:Et5 700 51 0 a 61 . 09 990 6c, . 0 .6! „ 00 1. :900 . 60 .08 1:38,it 70.0 4200 .56 .08 :".::: 8 1260 z; sou .50 . 0E1 1 - L o 0P, et ) .1.5 21.800 . 07 11 1 H5i. 0 .....)::: . 0 ; 1.:5:.0 :LI 4 i, ti 0 , ■ .,-/ 1620 --1. : AS 95.4) 3700 .417 .C'7 :s5 1710 100,0 4000 4 . 06 1 80.) -- 1 :;04 THE MA X I NUN S I ORA(3E IS 82.962100 CU. FT . -> Porib "" vol._, e_ a 4 DE-rni . = 3 52_ cui Er, ThLs tiffikE Li csncin tr.:ft on 1 S i ,"; minuLvs. —r pe "A" DP1WL I3 Pot,* 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT MANE = SILVEY/DESION ALLIANLE 1112 DESCRIPTION = BROADWAY PROFESSJONAL CENTER JII ../ SUBAREA 1 J1O ACRES , SUBAREA 1 RUNOFF COEFFJC1ENT = SUBAREA 2 = .035 ACRES'? SUBAREA 2 RUNOFF COEFFICIENT = SUBAREA T.; = 277: ACRIES SUBAREA ::, RUNUFF COEFFICIENT = SUBAREA 4 .067 ACRES SUBAREA 4 RUNOFF COFFER:TEJO = ruTAL AREA .t5;', ACHES OVERLAND FLOW VALUES Ct 11 CHANNEL FLOW WILMES L ,= TD = . 15 ' .016 . 02 CONPUIED VALUES OUR = 5.00/ 110 = 72.18 U10 .= 1.14 OA = 0.00 RATIONAL FORMULA N:DRDLUAY DESIGNER = D.H.C. LAEIN C COPPOEM, T. RUNOFF COFFFICLENT . (5 Peig-mi u S caNle wr-4-r-s • h311-4k1.-T PFU , 9 61.-1)G g.00F ,/ 7:::::%7:"-:-7'T7 DATE 10/27/92. PROJECT NAME -= STLYEY/DESiGN ALLIANCE H12700 DESCRtPTION = EMOADWAY PROFESSIONAL CETHEK 111 Intensity Odev. Vin Veut Eter (sec.) (in./hr.) (c.f,s.) (cu. ft.) 4-t.) c.u. ft.) 5.0 le. •00 2.18 1.11 459 90 7:67 Ok ern c - 600 2.24 .80 5L5 130 15.0 900 1,77 .64 827 270 20.0 1200 1.4Z .52 672 :60 1500 1.21 .4: 69,11 450 148 1000 1.04 711 541.■ 17! 17 1100 .91 .._,. /20 620 IiLL. 40.0 2400 .82 727 720 45.0 2700 .74 .27 745 810 -85 50.0 :000 .62 .24 75R 900 -142 55.0 :300 .64 ....L. 782 990 - 20m 60.0 7600 .61 811 1020 -269 65.0 1900 .80 .21 955 1170 70. 0 4200 .58 .21 296 1260 75.0 4500 .58 .20 912 1250 OILO 4E300 .19 `./.12 85.0 5100 ...i..i c.-, .19 90.0 5400 .50 .10 VEU 16.10 95L0 5700 .49 .10 1021 1710 100.0 6000 .18 .17 1Sou -74R THE MAX I MON 8 FORAGE IS 384,913440002 CM. FT, ---, Fowl, " cl " V a., €.- 8" Del'Tri --- 338 co • r-r, * The time of conccIrttrstion is 5 minutes. The On d eve I op ed 1 ow out i s . . s. -r TirEr A DR 1 P - - ) Po" b TEN YEAR STORM CALL now . . sTimiL; 1.1.14LI1L10141(2013 DES1EP4LR - C.M.L. BASHI 1 , •• I . A-r _ tro u-J _ I? at/477_9 E._ PIC P14-cl..7_, __ ... . . - Ass um EL -TP- Q-I0- -ro e..-critct---2.__ 1 I.J. 4-Er !--- ___ 1 1 1 1 gar,- tputevyp Fess, 2IL 1)g141 Facett.J S_P_Cga Al_ 0- CALCM-A-T1 DNS rG oir .4 = tio4- = 4" = 33 -Pt -= 2. -F-t • So I- a Fog H 2. le-Are 4Wg. it Fl 17, PG 6 I / G 10. iN • •1 :--- 62, "5( 0,335 0, 5 - D ens,c5(c,,a = 0 t3. _C--+ Az.ovc G ung1-itUE 4-72 - 32. — SL-tpc i t_cr = 6, is 0 in; Rowevc& 9 to ILA_ Be DIJIb 613 o IM Lt ,SPAezecias gn TH_ _BC_ 1 1 S F.Ed4 A L- C.Ai PS I SJ Ler c_e_ t , t .. 3 _ I .• 0 _ _ _ _ . ___. _ _ _ BA s 1 K l 1 3 : 0 NIC I AT__ 1, PPIKM. . O. F. ASPHALT - 7 - 1 1 1 1 CFt8rD Ej7 aGt c4d u 1 1 ___________ 1 1 • 1 1 1 1 0, I Co 5 — 2-" etgeSS IP To F.'. oF __y-Jfcreg- R17. G urrei-sub 6 _ = 0 4-S = (0.5) k 0 , 33 = o, I G - Pt, C- OR- S ID 04 " 1 -1/- aLow PT OFF" ,Ts, 1 SPOKANE COUNTY, WASHINGTON — SHEET -• v • ..q. • 1 51%1 W41 •”.„ ,,,, 4, Yeet.0•1••'„...,, pit . A „..,:. it,„ /.•:- ihiediEft t•prctx, aktkii • tt „.- 114,4 i i" I ? etl+Al• • 1 .n r • I} r , • r' GgB; • • - — SPOK A tlE I PIEEfi I . • EL . 2—_ .• ‘ 17, 7;Jr ! - Q . 46114 • *Zvlt R. 44 E. 1 Mtle 0 • Scale 1: 20 000 • NUMBER 66 5000 Feet Ph YirtiX,47Willgioar-4 4 5ceutA1 1 =4 , 944 4 141414€0142iNg1WeN1.41•4141A21•4•4;474 - N ., theirtgesete,—......,..,,,—,...,4„4,••,,....—.4....--4—eneenereer.e•44,--ee-,e4e•—•••-.44...•4,4-e-m....44,44-ext... re4 1 1 DsC DsD DvD EkB EIC EID Em . Soil name „ Dragoon stony silt loath, 0 to 30 percent slopes. Dragoon stony silt loam, 30 to 55 per- , cent slopes. Dragoon very rocky complex, 20 to 55 percent slopes. Eloika silt loan, 0 to 20 percent slopes. Eloika very stony silt loath, 0 to 30 per- cent slopes. Eloika very stony sill loam, 30 to 55 percent slopes. Entdent silt louts. FaB Freeman silt loam, 5 to 20 percent slopes. FaB3 Freeman silt loam, 5 to 20 percent slopes, severely eroded. FaC3 . Freeman silt loans, 20 to 30 percent ! slopes, severely eroded. Fm Fresh water marsh. \ GaC3 Garfield silty clay loam, 0 to 30 percent . slopes, severely eroded. GgA GgB Garrson gravelly loam, 0 to 5 percent slopes. Garrison gravelly loam, 5 to 20 percent slopes. Gm Garrison very gravelly loam, 0, to ' percent slopes. GnB Garrison very stony loam, 0 to 20 percent slopes. GpA Glenrose silt loans, 0 to 5 percent slopes. Gp6 Glenrose silt loam, 5 to 20 percent slopes. GpC Glenrose silt loam, 20 to 30 percent slopes. GpD Glenrose silt loam, 30 to 55 percent -slopes. - SOIL SURVEY Description of soil and mite Similar to Dragoon silt loath, 0 to 30 percent slopes, except that the surface layer is stony. Dragoon part similar to Dragoon silt loan, 0 to 3U percent slopes, except that depth to bed- rock ranges from 10 to 20 inches. Rock out- crop included in this complex. Tlecliuut -textured, well - drained soil fonied from glacial till containing a large amount of vol- canic :alt in the surface 103 underlain by gravel at depth of 30 to 60 inches; occupies undulating, ntortiuelike topogr Similar to Elotka silt loans, 0 to 20 percent slopes, except that they are very stony throughout. Tlediuni- textured, somewhat poorly drained, alkaline soil formed in alluvium from calcar- eous silt, voleam is ash, and diatnn ite; depth to water table flu ctttates from near the surface to about 6 feet. Very deep, moderately well drained upland soils with medium - textured surface laver and medi- um or moderately fine textured subsoil; formed from silt on rolling to hilly uplands. Shallow, swampy, intermittent ponds and fringes around hakes that have a fluctuating water table. Engineering data is nut given, as land type is too variable. Very deep, well - drained soil developed in loess uu ridgetops and knobs on the rolling to hilly upland." in the Palouse soil arcai. Gravelly, medium- textured, sonu:w6a exces- sively drained soils fu tiled ill gravelly glacial uutwnah material from 0 variety of acid, igneous parent ruck; on nearly level to mod- erately sloping terraces; depth to mixture of sand, gravel, and cobblestones ranges front 2 ;_ to 5 feet. 8 Similar to Garrison gravelly loam, except that 'tile aufaee Layer is very gravelly. Similar to Garrison gravelly loam, except that the surface layer is very stony. Very deep, median- textured, well- drained soils formed front acid igneous glacial till; surface layer Influenced by loess and volcanic ash; on gently rolling to steep uplands. TABLE 6. —Brief descriptions uj soils and their Claaaltic.Ition IL Depth (rum surface 0 to 21 Silt lo 24 tu 44 4-1 to 53 53 to 60 0 to26 26 to 41 41 to 6U U to 22 2 _'2 to72 0 to S to 23 23 tu 60 0 to 15 5 to 44 t I to 60 to 15 15 to 44 -14 to 60 USDA texture Gravelly loans Very gravelly sandy luaus. Gravel _ Silt loam Very fine sandy loans. Sandy clay loam_ ..... Silt lento _.. Silty clay loath____-. Silty clay loam____-' - Silty clay Silty clay lonin Gravelly loam____.. Very gravelly loam. . Sand, gravel, and cobblestones. 0 to 72 Silt loam r Very gravelly loam. . 1 1. Very gravelly lo. ' Sand, gravel, and cobblestones. I' 1 KNOvv ALL MEN t:5Y THESE PRESENTS, that Layne U. Hinckley and Lynda R. Hinckley, husband and wife, Michael A. Trantow and Lynn K. Trantow, husband and wife, Michael W. Silvey and Clare Silvey, husband and wife, Richard G. Brautigam and Lynda M. Brautigam, husband and wife, Robert G. Wendel and Michele C. Wendel, husband and wife, have caused to be platted into Lots, Blocks and Common Area the land shown hereon, to be known as BROADWAY PROFESSIONAL CENTER III, being a Planned Unit Development and a replat of a portion of Tract 76 of OPPORTUNITY, located in the NE 1/4 of Section 16, T. 25 N., R. 44 E.W.M. and described as follows: The West 195.70 feet of the S 1/2 of Tract 76 of "OPPORTUNITY ", as per plat thereof recorded in Volume "K" of Plats, pages 20 -23. EXCEPT the South 10.00 feet as deeded to Spokane County under Auditor's No. 8505140214. Situate in the County of Spokane, State of Washington. The private roads and /or common areas shown on this plat are hereby dedicated to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION created by document recorded August 28, 1985 under State UBI number 8508280227 The Private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary without express approval by Spokane County, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. The County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. The private roads and drainage easements are subject to the seperate DECLARATION OF COVENANTS as recorded Feb. 2, 1994 under Auditor's Document No.9402020396 which by reference is made a part hereof. Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or Binding site plan, and the applicant shall 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. WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise 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 obbligation 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, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the and and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein. A public sewer system will be made available for the plat, and individual service will be provided to each lot prior to sale. Use of individual on —site sewage disposal systems shall not be authorized. Use of private wells and water systems is prohibited. The plattor does hereby dedicate 4 feet additional right of way along Broadway Avenue. Access for BROADWAY PROFESSIONAL CENTER III is via a private ingress and egress easement as recorded 5 /25 /94under Auditor's Document No. 94- 05250353 which by reference is made a part hereof. No direct access to Broadway Avenue from any lots, common areas or private roads shall be allowed. 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 to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION or successors in intrest. The owners of Lots 1, 2 and 3 Block 3 shall be held responsible for keeping open and maintaining the path of the natural or man —made drainage flow over & across the property. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. Utility easements shown on the herein described plat are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of utilities. Together with the right to inspect said utilities and to trim and /or remove brush and trees which may interfere with the construction, maintenance and operation of same. Any Building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building fog a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoffs routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's Office prior to construction of said revisions. IN WITNESS WHEREOF, the aforesaid owners have caused their names to be hereunto subscribed this 7 ' day of . 1994 LAYNE D. HINCKLEY . MICHAEL A. TRANTOW ROBERT G. RICHARD G. f •/ lv \ WENDEL 7 BRAUTIGAM MICHAEL W. SILVEY LYNDA R. HINCKLEY • LYNN K. TRANTOW MICHELE C. WENDEL LYNDA' M. BRAUTIGAM / CLARE SILVEY Found County Spike & Washer Address for "BROADWAY PROFESSIONAL CENTER 111" is 12109 E. Broadway Ave. 16' Future Aquisition Area 4' Street Dedication 16'x75' Sewer Easement CHARLES P.E. & L.S. 9967 8 /' • 27. 1.00 SURVEYOR'S CERTIFICATE My commission expires , 2 v 7 1 Found 11" Pipe as per plat BROADWAY PROFESSIONAL CENTER I Accepted as NW cor S 1/2 Tract 76 N 89'38'22 "E 195.70' \ . \ s Building \ F` Setback 117.70' S89'36'1811 N89'36'18 "E ACKNOWLEDGMENT S89'36'18" 0 1 95.70' 0 1992.01' Drainage Easement 2 Building Setback W 195.70' 66.7 ti o 0 . P a `� ,2 c 0 N 89'58'25 "E 25.00' 0 0 0 10' A <31.00 S89'58'2 i "W 1 V r �r 0' Utility Easement ', B " 53.00' /` 7 % 7 y/ / / / -if/ '7 a' # 77Tj j: L l( / / ` > 9, / / ' J 25.00' " 25.35 -' )- 53.00' - • o? N) 0 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) ■,! On this 7 day of 9 1994, before me personally appeared LAYNE D. HINCKLEY, LYNDA R. HINCKLEY, MICHAEL A. TRANTOW, LYNN K. TRANTOW, ROBERT G. WENDEL, MICHELE C. WENDEL, RICHARD G. BRAUTIGAM, LYNDA M. BRAUTIGAM, MICHAEL W. SILVEY, CLARE SILVEY, as the individuals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State of Washington Residing at ,� Washington 1 ragnage Easement I 14' Access Easement ( CA TALDO Found 1/2" rebar w /yellow cap stamped "MOORE 18091" Accepted as corner. BROADWAY AVENUE NORTH LINE OF TRACT 76 AVENUE LEGEND EQUIPMENT &PROCEDURE A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey. 0 —I = Set 1/2" rebar cap No. 8642/9967 or as noted ® = Found 1 /2" rebar cap No. 8642/9967 or as noted = Subdivision Boundary = 4' Access Easement for Broadway Professional Center I — — — — = 10' Building Setback Line & Perimeter Setbacks — 10' Utility Easement BASIS OF BEARING NORTH LINE OF S 1/2 OF TRACT 76 NOTE : Information from "Broadway Professional Center 1 ", was verified and used to establish boundary of this Plat. ' =50' The Bearing of N 89 °36'18 "E, along the Centerline of Broadway Avenue, as per "Broadway Professional Center 1', was used as the Basis of Bearing for this plat. GRAPHIC SCALE (IN FEET) 0 25 50 100 5t SOUTH LINE OF TRACT 76 Found Copper Wire in Monument Case R.P.S: Found X in Sidewalk N25'W 72.09' Found X in Sidewalk S25'E 70.93' Found PK in Mastic N40'E 60.06' AUDITOR'S CERTIFICATE Filed for record this day of 1994 at M in Book of Plats on Page at the request of COUNTY TREASURER I hereby certify that the required taxes on the herein platted land have been paid this day of , 1994 County Treasurer COUNTY ASSESSOR Examined and approved this day of , 1994 County Assessor COUNTY ENGINEER Examined and approved this ((ti✓ n� . County Engineer UTILITIES DIRECTOR Examined end approved this 21 s r day of d 1994 Utilitie Director COUNTY OFFICIALS PLANNING DIRECTOR Examined and approved this Planning Director HEALTH OFFICER Examined and approved this day of 1994 Health Officer SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted by the County Commissioners of Spokane County, Washington on this day of 1994. Commissioners Chairperson Lot 1 Block 3 Lot 2 Block 3 Lot 3 Block 3 Lot 4 Block 3 FINAL PLAT OF day of , 1994 day of , 1994 LOT AREA 9,613 sq. ft. 8,811 sq. ft. 7,926 sq. ft. 33,649 sq. ft. BROADWAY PROFESSIONAL CENTER III A PLANNED UNIT DEVELOPMENT IN A PORTION OF THE NE 1/4 OF SEC.16, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON Founded 1946 &imps= Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA, 99212 -2789 PHONE (5.09)_ _926 -1322 FAX (509) 926 - 1'RP3 KNOW ALL MEN BY THESE PRESENTS, that BPL PARTNERSHIP, a Washington General Partnership, have caused to be platted into Lots, Blocks and Common Area the land shown hereon, to be known as BROADWAY PROFESS ONAL CENTER III, being a Planned Unit Development and a replat of a portion of - i ract 76 of OPPORTUNITY, located in the NE 1/4 of Section 16, T. 25 N., R. " "'44 E.W.M. and described as follows: 01 \`\4 k (.C - . ' - V�tu \ h � The West 195.70 feet of the SW 1/4 of Tract a, � 76 � C � of "OPPORTUNITY", as per plat thereof recorded in Volume "K" of Plats, pages 20 -23. EXCEPT the South 10.00 feet of said Tract 76 for additional right of way for Broadway Avenue.A5 ae Vac.or(40 tJo '505 t402tb, Situate in the County of Spokane, State of Washington. This Planned Unit Development Subdivision has been mcdewiti�✓ free consent and in accordance with the desires of the owners of the lanes 37 divided. The owners adopt the plan of Lots, Private Streets Common Areas' as shown hereon. All owners of lots in this plat will be membe of the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION and subject to the Artjd�es of Incorporation and. By —Laws thereof, as recorded August 28, ; 985/ u ider Auditor's File No. 8508280227. This plat or any portion thereof and 'the tzs : of any property therein shall be subject to and restricted by the terms p( e Declaration of Cov s, Conditions and Restrictions of BROADWAY PROFESSIONAL \.QE.NTER P.U.D., recorded August 28, 1985, under Auditor's File Ng. 850 280226 yr ;ch by reference is made a part hereof. The Common Area, Lot 4 Blo 3 as shown \hereon is not dedicated hereby for use by the general public but /s dedicated sc:lel> \ to the common use and enjoyment of the owners in this pia for landscaping, streets, utilities, recreation and other related activities, except g otherwise provider' in t : °i,s, dedication and the Articles of Incorporation and By?" Laws of the BROADW, . PRO FE 'SIONAL CENTER OWNERS ASSOCIATION and the Dec dration of Covenants, C )editions a Restrictions of BROADWAY PROFESSIONAL CENTER P.U.D. Side,: ;'yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically draftad on this final plat. The setbacks indicated on this plat may be varied from if Kr per zoning approvals are !okttained. , The public water system, pursuant to the Water Plan apprc. 'ed by County and State t authorities, the local fire protection district, Cr Building & Safety ety artment and water purveyor, shall be installed within t1 s subdivision or Binding i,: site plan, and the applicant shall provide for individual d )rnestic water service as Well as fire protection to each lot prior to sale of each ..:)t and prior to issuance t of a building permit for each lot. Direct light from any .exterior area lighting fix property boundary. 'W RNING: Spokane County has 'otherwise service the shall not extend over the esponsibility to bu :' 7, im rov , maintain or s' contained within or 45rovide'service to the property described in this play. By accepting this plat or L:'tbsequentiy by allowing t building permit to be issued on property on a privc:' road, Spokane County `:assumes no obbligation for said private road, and the c. 1 Cs 4iereby acknowledge that the County has no obligation of any kind or na w Io' soever to establish, ' 'examine, survey, construct, alter, repair, improve, mainta ; or provide drainage or now removal on a private road. This requirement is any shall run with the land f ond shall be binding upon the owner(s), their heirs., successors or assigns, I ncluding the obligation to participate in the maintenanc of the private road as provided herein. . The private road as shown hereon is an easement wh h provides a means of ingress and egress for those lots within the Subdivision having frontage thereon. A public sewer system will be made available for the t, and individual service '' it ."' be provided to each lot prior to sale. Use of in ■vidual on —site sewage di S'pasal systems shall not be authorized. l.Use of private wells and water systems is prohibited. he future acquisition area, until acquired, shall be private pre ierty and maybe used as allowed in the zone, except that any improvements (such a landscaping, parking, surface drainage, drainfield, signs or others) shall be considered in m use�. The property owner shall be responsible for relocating such "ink k.improvements at the time Spokane County makes roadway improvementa after acquiring said future acquisition area. No required landscaping, parking, "208" areas, drainfield�.orallowed sign should be located within the future acquisition area for road right —of —way and i;`.ilities. If ny of the above improvements are made within this area, they shall t;e relocated at the ap 'cant's expense when roadway improvements are made. VRPMPG -C- i_nNx -uxC e �n�- r�`� ;�, p r..einiAGe ( P��cv 0 ���lo�J�l(- � t W G D6D tco +e Acc �-' ACCGS RV( PLO PLI PI iCI�';; �1�(U'i�Ca, I I IS Y 1 G 'pR\ L `{� i � E� 2C -SS �(��.' MGtu`t A-5 i2G-cO 72a J �, UN�� `, 'JD�.�o�: DoCU(y‘GrV 4 IV o w GCR-Erice `.) (`A 6. >>C P. pA R'-I-- F-FE.2CG c \-v OR-06 () w Au N UC FRO M �.. ®1Jo � l �c 1 A ces s � cu mmoN ( }wile R f I v L Lo -{ A O ? R U r �� go (71 s �^� t 1 Io c l vwC MICHAE DEDICATION G -RP 07 of 5 6A - S IN WITNESS WHEREOF, the aforesaid owners have caused their names to be hereunto .subscribed this day of , 19 (\ BROADWAY ASSOCIATES� a Washington General Partnership. LAYNE D. HINKLEY, General Partner LYNDA R. HIP.: General Partner RANTOW, General Partner LYNN K. TRAM :TOW, General Partner ROBERT G. WENDEL, General Partner MICHELE C. \',' ')DEI,., General Partner :A RICHARD G. BRAUTIGAM, General Partner LYNDA M. BF'\UTIGAM, General Partner MICHAEL W. SILVEY, General Partner CLARE SILVE`f General Partner u) My commission expires • 15' i 10 H' 1 0 26.3' N89158'25' Z °' "o`°g KailD N89 1 58'25' E 27)6' \.� In co Lri N rT FUTU nr r1 117.70' N co - L 589'36'18 "W 195.70' STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) a 4' Street Dedication U'x75' Sewer Easement .- 'Mks �-v Spo NG- CC) UN 1Z Urrl t tGS PS 'r- M.• C i'v iVC —W COU � . � `� W CHARLES E. SIMPSON P.E. & LS. 9967 v N89'38'22 "E 128.9 , 3 Building Setback 1 \7 ` s b • Building \ \\ Setback — \ — 7 SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. A CKNO TILED GEMENT On this day of 1993) before me personally appeared LAYNE D. HINKLEY, LYNDA R. HINKLEY, MICHA RANTOW, LYNN K. TRANTOW, ROBERT G. WENDEL, MICHELE C. WENDEL, RICHARD G. BRAUTIGAM, LYNDA ML BRAUTIGAM, MICHAEL W. SILVEY, CLARE SILVEY, as the-44tii=uiduals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. Geock < P is Rsr �s ZPi. PAr - f P 195.70' N 89'58'25 "E 25.00' 0 Oyu 1 2 66.71' Building Setback \ 2 0 rn t95.TO 10' 0 0 2' \ , 0'' ^2• O S89:.5$ ' .2. "w 31.00' 0 IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first above written. Notary Public in and for the State of Washington Residing at , Washington r 1-- — — CA TALD O AVENUE J BROADWAY AVENUE NORTH LINE OF TRACT 76 NORTH LINE OF S 1/2 OF TRACT 76 / 1 i EQUIPMENT & PROCEDURE A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey. Q O 0 LEGEND o J = Set 1/2 rebar cap No. 8642/9967 or as noted = Found 1/2' - rebar cap No. 8642/9967 or as noted = Subdivision Boundary = 4' Access Easement for Broadway Professional Center I = 10 Bug Setbane & Peimeter Setbacks fiUF -rc,AJ ck Li Rom 3 �0ADvJ PRo FG551 c1rvA N'tG� , Lq fi-s U�c To Gs�/1(ot,sh l�OU JckI � jain ' Sf.� to (1 ,,sec ��. - rc� n� o �� Fl e S° B A SIS OF BEARING GRAPHIC SCALE (IN FEET) 0 25 50 100 The Bearing of N 89'36'18 "E, along the Centerline of Broadway Avenue, as per "Broadway Professional Center T', was used as the Basis of Bearing for this plat. , y ,,c� i1hN1!7r f%i )17. F�'.I�it�a.,1 1 "*in l FC C ' 1' = 50' SOUTH LINE OF TRACT 76 __J T T1 „A 17 E li/ :.Ian c1 AUDITOR'S CEP, //J Filed for record this day of 19901at M in Book of Plats on Page 'at the request of COUNTY TREASURER hereby certify that the required taxes on the herein platted land have been paid this day of , 19 /A County Treasurer COUNTY ASSESSOR Examined and approved this day of County Assessor COUNTY ENGINEER Examined and approved this day of County Engineer UTILITIES DIRECTOR Examined and approved this day of Utilities Director PLANNING DIRECTOR Examined and approved this day of CO `..J N V Planning Director HEALTH OFFICER i1 EXarr:ir:c.c end approved �n dad of Hee: Of "ter VA /L. l cj � Lti O 1 1 ■ f .-. • . . i i.. • f This °, approved a' . ,_oc ;)...r, ty the Count', ''c :h ;i;ton on this FI AL PLAT O •- Commssic hers Chcirpel son OF .0 `AL S 6 Sm •� Gca � � ...� iy� LJCC E 93 C SPOKANE. COUNTY. ' NGINEE3 Founded 1946 • 9,- 81.3:... sq. ft. La'cc 2..1 ►0c.i^,..._v ` :, sn . Lot 4. Block 34,431 s M∎IJUS o A PLANNED UNIT DEVELOPMENT IN A PORTION OF ' /4 OF SEC.! O, T2517 R44 W SPO..NE COUNTY, WASHINGTON , 193 Cci:, N Al?c A y � -. , , vin`e f . f nipsoc r git if u' e`r . CIVIL E"'C1NEERS & LAND SURVEYORS N.909 ARCONNE ROAD . SPOKANE, WA 9''212 PH 926 -1322 !DATE DR ;',KING NO. IPROJE4- ..; ( DATE i KNOW ALL MEN BY THESE PRESENTS, that Layne D. Hinckley and Lynda R. Hinckley, husband and wife, Michael A. Trantow and Lynn K. Trantow, husband and wife, Michael W. SiIvey and Clare SiIvey, husband and wife, Richard G. Brautigam and Lynda M. Brautigam, husband and wife, Robert G. Wendel and Michele C. Wendel, husband and wife, have caused to be platted into Lots, Blocks and Common Area the land shown hereon, to be known as BROADWAY PROFESSIONAL CENTER III, being a Planned Unit Development and a replat of a portion of Tract 76 of OP'.RTUNI located in the NE 1/4 of Section 16, T. 25 N., R. 44 E.W.M. and .- `escribed as follows: i t CePif1F - 10-1k5 I GO U1'\ The West 195.70 feet of the SW 1/2 of Tract 76 of "OPPORTUNITY", as per plat thereof recorded in Volume " of Plats, pages 20 -23. EXCEPT the South 10.00 feet as deeded to Spokane County under Auditor's No. 8505140214. Situate in the County of Spokane, State of Washington. The priva r roads and /or common areas shown on this plat to the B ADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION recorded August 28, 1985 under State UBi number The Private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary without express approval by Spokane County, and shall be considered subservient estates for tax purposes to he other lots created herein. The private roads, as shown hereon, are easements which provide a means of . ingress and egress for those lots within the Plat having frontage thereon. 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 to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION or successors in intrest. -A -1- he County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. ..„„,\ The private roads and drainage easements are subject to the seperate DECLARATION OF COVENANTS as recorded) 2- ni`funder Auditor's Document No. R n2C) - 3� which by reference is made a part hereof. Side yard and rear yard setbacks shall be determined at the time building permits e requested unless these setbacks are specifically drafted on this final plat. The etbacks indicated on this plat may be varied from if proper zoning approvals are / •btained. The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire protection district, County Building & Safety epartment and water purveyor, shall be installed within this subdivision or Binding site plan, and the applicant shall 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. Direct light from any exterior area lighting shall not extend over the property boundary. WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise 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 obbligation 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, maintain or 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(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein. The priv e road ingres and egr LAYNE D. HINKLEY MICHAEL A. TRANTOW ROBERT G. WENDEL RICHARD G. BRAUTIGAM MICHAEL W. SILVEY DEDICATION shown h eon is an egzement which rovides a ans of \n � ` s for tho lots within aving front e thereon. .Nr LYNDA R. HINKLEY LYNN K. TRANTOW MICHELE C. WENDEL LYNDA M. BRAUTIGAM CLARE SILVEY are hereby dedicated created by document oral A public sewer system will be made available for the plat, and individual service ill be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. Use of private wells and water systems is prohibited. plattor does hereby dedicate 4 feet additional right of way along Broadway Avenue. Access for BROADWAY PROFESSIONAL CENTER 111 is via a private ingress and egress easement 7 as recorded under Auditor's Document No. . which by reference is made a part hereof. o direct access to Broadway Avenue from any lots, common areas or private roads hall be allowed. Utility Easements are provided as showen hereon. The owners of Lots 1, 2 and 3 Block 3 shall be held responsible . for keeping open an maintaining the path of the natural or man -made drainage flow over & across the property. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. The lowest building opening, includuing basement opening, for any building on Lots 1, 2 and 3 Block 3 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. IN WITNESS WHEREOF, the aforesaid owners have caused their names to be hereunto subscribed this day of , 1994 16' Future Aquisition Area Found County. Spike & Washer 4' Street Dedication My commission expires q LLJ O 15' - — 15' 16'x75' Sewer Easement CHARLES E. SIMPSON P.E. & L.S. 9967 STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) Found 1x' Pipe as per plat BROADWAY PROFESSIONAL CENTER I Accepted as NW cor S 1/2 Tract 76 N89'38'22 "E 195.70' t.°1 128.99' _I 7 66.71' —[ 7 4) / ri / Building Setback 0 CV • 15 ' in o � o '- Z ,26.E -4\18■958'25'E X "// / 4 4 ,1 Are '61$'25 "E �f N 3.00 15' o° 1n c0 1 1n (.1 117.70' S89 "* 1 o ;/ 0 4 \ 2 \ \ d.% Building \ Setback 11 "" 6 � o W o 7 / ° ,n I/ / A `?�/ --- ) 2 1 : 7 ) 25.00 1 a 3 27.00 -� 1 53.00' 195.70' S89'36 18"W 195.70 0 N t 4 ) N89'36'1 8"E Drainage Easement ACKNOWLEDGEMENT N 89'58'25 "E 25.00' 0 Building Setback (- na ct. i 10' / 1 i 1992.01' I 'h7 31.00 � S89'58'25 "W ' _ p 11;c3 SURVEYOR'S CER TIFI C'A TE 22' 10' +—+` �o 17o W 1 („ ° ' 0 0 1 00 ° 0 0 Dra f g Easement O This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. On this day of 1994, before me personally appeared LAYNE D. HINKLEY, LYNDA R. HINKLEY, MICHAEL A. TRANTOW, LYNN K. TRANTOW, ROBERT G. WENDEL, MICHELE C. WENDEL, RICHARD G. BRAUTIGAM, LYNDA M. BRAUTIGAM, MICHAEL W. SILVEY, CLARE SILVEY, as the individuals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first above written. Notary Public in and for the State of Washington Residing at , Washington Found 1/2" rebar w /yellow cad stamped "MOORE 18091" Accepted as corner. t CA TALD O T -j 0 BROADWAY AVENUE AVENUE NORTH LINE OF TRACT 76 NORTH LINE OF S 1/2 OF TRACT 76 J EQUIPMENT &PROCEDURE A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey. LEGEND P Q 0 o J = Set 1/2' rebar cap No. 8642/9967 or as noted • = Found 1/2' rebar cap No. 8642/9967 or as noted = Subdivision Boundary = 4' Access Easement for Broadway Professional Center I = 10' Building Setback Line & Perimeter Setbacks BASIS OF BEARING GRAPHIC SCALE (IN FEET) 0 25 50 100 =50' The Bearing of N 89'36'18"E, along the Centerline of Broadway Avenue, as per "Broadway Professional Center I was used as the Basis of Bearing for this plat. NOTE : Information from "Broadway Professional CenterI , was verified and used to establish boundary of this Plat. SOUTH LINE OF TRACT 76 Found Copper Wire in Monument Case R.P.S: Found X In Sidewalk N25'W 72.09' Found X in Sidewalk S25'E 70.93' Found PK in Mastic N40E 60.06' -41 ( cf) AUDITOR'S CERTIFICATE Filed for record this day of 1994 at M in Book of Plats on Page at the request of COUNTY • TREASURER I hereby certify that the required taxes on the herein platted land have been paid this day of , 1994 County Treasurer COUNTY ASSESSOR Examined and approved this day of , 1994 County Assessor COUNTY ENGINEER Examined and approved this day of , 1994 County Engineer UTILITIES DIRECTOR Examined and approved this Utilities Director PLANNING DIRECTOR Examined and approved this Planning Director HEALTH OFFICER Examined and approved this Health Officer SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted by the County Commissioners of . Spokane County, Washington on this day of 1994. Commissioners Chairperson Lot 1 Block 3 Lot 2 Block 3 Lot 3 Block 3 Lot 4 Block 3 P EUDMII A T TO RE..V S ON U' rf J CI- _. , z(2 Les 9 FINAL PLAT OF COUNTY OFFICIALS day of , 1994 day of , 1994 day of , 1994 LOT AREA 9,613 sq. ft. 8,811 sq. ft. 7,926 sq. ft. 33,649 sq. ft. BROADWAY PROFESSIONAL CENTER III A PLANNED UNIT DEVE IN A PO OF THE NE 1/4 OF SEC. > 6, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON Founded 1946 RECEIVE? JAN 3 1 1994 SPOKANE COUNTY ENGINEER 6 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA,, 99212 -2789 PHONE (509> 926 -1322 FAX (509> 926 -1323 KNOW ALL MEN BY THESE PRESENTS, that BPL PARTNERSHIP, a Washington General Partnership, have caused to be platted into Lots, Blocks and Common Area the land shown hereon, to be known as BROADWAY PROFESSIONAL CENTER III, being a Planned Unit Development and a replat of a portion of Tract 76 of OPPORTUNITY, located in the NE 1/4 of Section 16, T. 25 N., R. 44 E.W.M. and described as follows: ,f \\�1 & (����c�,V) 2 e;' C� The West 195.70 feet of the SW 1/4 of Tract 76 of "OPPORTUNITY', as per plat thereof recorded in Volume "K" of Plats, pages 20 -23. EXCEPT the South 10.00 feet of said Tract 76 for additional right of way for Broadway Avenue.As -2 Dowm j5051 Situate in the County of Spokane, State of Washington. This Planned Unit Development Subdivision has been rnadewit free consent and in accordance with the desires of the owners of the lands s divided. The owners adopt the plan of Lots, Private Streets . . Common Areas' as shown hereon. All owners of lots in this plat will be membe of the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION and subject to the Artidles of Incorporation and By -Laws thereof, as recorded August 28, • 85/ under Auditor's File No. 8508280227. This plat or any portion thereof and - base of any property therein shall be subject to and restricted by the terms • e Declaration of Cov , Conditions and Restrictions of BROADWAY PROFESSONAL ENTER P.U.D., recorded August 28, 1985, under Auditor's File N. 850 80226 w h by reference is made a part hereof. The Common Area, Lot 4 Blo• 3 as shown ereon is not dedicated hereby for use by the general public but is dedicated solel to the common use and enjoyment of the owners in this pla for landscaping, street utilities, recreation and other related activities, except otherwise provided in t dedication and the Articles of Incorporation and By,- aws of the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION and the DecJation of Covenants, Conditions artd Restrictions of BROADWAY PROFESSIONAL CEI'1TER P.U.D. DEDICATION Side yard and rear yard setbacks shall be determined cit the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire protection district, County Building Sc Safety Department and water purveyor, shall be installed within this subdivision or Binding site plan, and the applicant shall 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. Direct light from any exterior area lighting fire :3hall no extend property boundary. WARNING: Spokane Count has esponsibility to build, im rov , maintain or otherwise service the ." :4; s contained within or provide , service to the property described in this plat By accepting this plat or s uently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obbligation for said private road, and the ownerstereby acknowledge that the County has no obligation of any kind or naar ?iv` is soever to establish, examine, survey, construct, alter, repair, improve, maintain or 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(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein. The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the Subdivision having frontage thereon. A public sewer system will be made available for the plat, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized: Use of private wells and water systems is prohibited. The future acquisition area, until acquired, shall be private `property and ma Abe used as allowed in the zone, except that any improvements (such a6 landscaping, king, surface drainage, drainfield, signs or others) shall be considered in -rim uses/ The property owner shall be responsible for relocating such "irate 'm" improvements at the time Spokane County makes roadway improvementa after acquiring -4aiQ future acquisition area. No required landscaping, parking, "208" areas, drainfield ,or allowed sig within the future acquisition area for road right -of - and utilities. If improvements are made within this area, they shall be relocated at the ap when roadway improvements are made. 6D Prd,j+ 4 (�ccc - ss oaf; RCV4 03 f i2U tv AI s I pRt v44 - e QQ -P-cas Ec-•SCmc -,,ut P1s Re-co Rccc -1( R e- Ciz -C - -_ nice S rik ;1 DC A - p4 fZrt 146 R6 G wtaict� ,�`I DI K ,c 1 4Cc�s s �zc� u� Luc ry u� FRo nr\ Q A\mo (a Q :P y A •v `� Lo+s,A N p gonjs s be 11 G-RPO ) E.6 -- SEA) ts IN WITNESS WHEREOF, the aforesaid owners hereunto subscribed this day of BROADWAY ASSOCIATES, a Washington General LAYNE D. HINKLEY, General Partner Partnership. should be located ny of the above iicant's expense have caused their names to be LYNDA R. HINKLEY, General Partner MiCHAE RANTOW, General Partner LYNN K. TRANTOW, General Partner ROBERT G. WENDEL, General Partner MICHELE C. W�(�DEI,.yGeneral Partner tA1 RICHARD G. BRAUTIGAM, General Partner LYNDA M. BRAUTIGAM, General Partner MICHAEL W. SILVEY, General Partner CLARE SILVEY, General Partner over the k)c) s-1 V1 c9' \\ ce 4' Street Dedication My commission expires (2) in --' o 0 p _ 26.3' o= o _N89f58'25 *E z." IcosninoN 1 o /P m-6 N89 27.6' iJ 15. \ \O .— ��'x75' Sewer Easement S 1 k 5 �ci R 5(�G � NO C ivCwQ Cau.N• UU 1 CHARLES E. SIMPSON P.E. & L.S. 9967 STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) IN WITNESS WHEREOF, I have hereunto set the day and year first above written. N 89'38'22 "E Aui 3 Building Setback ., .`. R s • o,. Building \\• Setback 15 i - g N 117.70' 7 ., LO co ui cV cu °•¢a•� st 'vlr t m G� O \\\ \c o �\ G o 195.70' _Building Setback ` 22' 1 s &V2.8 31.00' • o w in - - • 0 2 ACKNOWLEDGEMENT 66.71' N89'58'25'E 25.00' `' 89'36'18 "W 195.70' 0 0 0 o,' 10 -- � • ° =o =o 10 22' 1w SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. my hand and affixed my offical seal Notary Public in and for the State of Washington Residing at , Washington On this day of 19 before me personally appeared LAYNE D. HINKLEY, LYNDA R. HINKLEY, MICHA I RANTOW, LYNN K. TRANTOW, ROBERT G. WENDEL, MICHELE C. WENDEL, RICH RD G. BRAUTIGAM, LYNDA BRAUTIGAM, MICHAEL W. SILVEY, CLARE SILVEY, as the ind"t e-Is who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. c --Getj A <. poor � r �Q CA TALD O 1 BROADWAY AVENUE Ilawee A VENUE NORTH LINE OF TRACT 76 NORTH LiNE OF S 1/2 OF TRACT 76 EQUIPMENT & PROCEDURE A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey. GRAPHIC SCALE <IN FEET) 25 50 100 LEGEND o J = Set 1/2" rebar cap No. 8642/9967 or as noted 0 = Found 1 /2 rebar cap No. 8642/9967 or as noted = Subdivision Boundary — — — — — = 4' Access Easement for Broadway Professional Center 1 = 10' Building Setback Line & Perimeter Setbacks ri-INC (IOW f RoFG5SIorvgL �Ci)t: iuA-S L ED •1) -51 t,SI-' boy Le(1 s1", -te ° = 50' SET f�Ur� cc, (4 0 R 0 0 W fly A` B ASIS OF BEARING �.s The Bearing of N 89'36'18"E, along the Centerline of Broadway Avenue, as per "Broadway Professional Center r, was used as the Basis of Bearing for this plat. SOUTH LINE OF TRACT 76 J y cz) .‘1 tz) ci) riza \L- .t S Uc \ skk '1/4 AUD OR'S CERTIFICATE Filed or record this day of 19 at M in Book of Plats on Page at the request of COUNTY OFFICIALS COUNTY TREASURER hereby certify that the required taxes on the herein platted have been paid this day of , 199 County Treasurer COUNTY ASSESSOR Examined and approved this day of County Assessor COUNTY ENGINEER Examined and approved this day of County Engineer UTILITIES DIRECTOR Examined and approved this day of Utilities Director PLANNING DIRECTOR Examined and approved this day of Planning Director HEALTH OFFICER Examined and approved this day of Health Officer SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted by the County Commi County, Washington on this day of Commissioners Chairperson Lot 1 Lot" `.2' Lot : 3 Lot 4 FINAL PLAT OF DRAWN BY. CHECKED BY S LOT AREA Founded 1946 Block :.3. _. 9 6 ,3 sq. ft. Mock: 3 8,811 sq: _. ft: Block ::: -, g26 ; f Block 3 34,431 sq. ft. M'tUU S F► ai= � � L ` i ex.:: DEC 2 e' 093 SPOKANE COUNTY ENGINEER ,19 ,19 ers of Spokane impson Engineers, Inc. . coYVLIfloro 9�RGA PR WPM,, nom BROADWAY PROFESSIONAL CENTER III A PLANNED UNIT DEVELOPMENT IN A PORTION OF THE NE 1/4 OF SEC. 16, T25N, R44 E W.. �. SPOKANE COUNTY, WASHINGTON I RECEIVED JAN 3 1:1994 SPOKANE COUNTY ENGINEER 1 CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 . DATE DRAWING NO. PROJECT NO. DATE . : A4. •_.2321)N---7 411 .04? AGLJ 1 A 4:4Ars? b /414 I Af 1. ortyrae.s/o4 44 ;4444ni *QP M�4D4Qr ; r/t4cr- t44 sar.otreas. We • • 1: • t3 ,, 1 • - C...-414:4' 7 POT &57' I: 1 EL /.9 .S & c* 4. 3 ; " - 4 3 2 7 Z 7., B-gia 1\ 1 0 .76 kI • ^Ir• jO CC :. „ 4 ' ▪ 2 j az " ri z .- z,st, " ,T . 4 ' ? • 6444 7T 10 j 0 9 te ofito 4206MS: 0:t 200 l ite° 1'74- r 0 i• t • 357- 'Au 2 1 tv Wiest DE. N t. .I (2, ; i4 .7114o.o. OS 1 49Y 12MV1SD L1 /0 - 1 - A& - '4 7 -r . -f / 30 C z 1 Ora 0,1 ISET • (111 5 i 134 cyr • IIJ tz° Ts; CA-oo • " r 2/ 41 4 2. • •14 5621.63-0 .31 9 1 al e 05 ; 41 MMT=r7 : •41 ../ •■• 3$4 74- k AVM.. Ns tort _ 42 1 .,. 1 40. 241 totra. 13 /SW Oi ? o hi AI 14. so me,1351.0 7 veiled Rd. EsAlt.61: e o / (3 0 0 ger 0 et Ili - - I (A P P L.V.VNAY) MT. 1 • 0 4/serw /wpm A v /VA J" - 4.8 3r.5 /V 0 7' E 1-/ A 1::* t■• t • it; 0 t ut. t • BOON E. 5 1' AVENU .„ N2 Izo If' "0 large 8 • • • 0 4 44-4 4i: It ' 5 C 0 co itj 2 o75 • - 19.fis4. SPRINGFI . 999.54' - ty a eira • 642.5' 1 4 4 0 4. 0 SEC. 16 T 25N. R.44 E.W, M. fr 1 IS 1 ON 14 I a rLI. 5 are 0' 7 tilt a " "ratift0-4-o ' 49 7 2 .54 ----1-" . .o I 'a g 0 0 ;-• / 44, .., :2- '... 4 , ,... ! 7 )a I . . 1 „..1 , in r I Ka. Mr 12 01-4e • . 7 ' • 44 , 4- asap 1 1• . , . I se. I- t-. " 4 -- "1 ""-- 1 . , a. ILI .. li 5..4'. 4.4. -..1 E` II I9-754 T. ft 0 1 1 4 Sub..ruv OF THiz N firr Zol r i of T*4r tsa, .44 cA • ; 4 07. , :- 4! 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Ase. •■■••19S0) I cs 4 1/4, A (jai) ify 75/72,4,7 4. v Fawns ammo •■••••• a ? 2 N. 1 L D C> 'Cte 4 ? 3 2 4 IT ION 1 .4) To/ T 3 I E3. e. --- F ) 1. 45* 1 a • 1 6 4 Jt- Zleaftv2 Q. ." 70.5 /WE . 4sit ON 7o 0 4 2 .• 85.0' 80.0 9 7 :1 7 4 II: 7 so 95.0• •N /20. 0 Z. 2/ 4.• . 7.*; 9 4, N141 A sta.A. 119.57 I C.• . ■4 1 AVE. 4 (0)-1 1 A a4 252.0 .2/la 1 • 1 31:x o 20 kid 1%1 I C 5 2 9 / 1 rift .0 4 c) t DES (2 er. 9 161 t 2 2,.,, / 9 . ,• s ; • 1 .4 ) • : • • • • 3 (i) V s /Z.O. 214 • 0 9:877) , ' 6 41401.et AO 4. 50 _+ I . 5 4 )$ Q ". 130.0 13040 4 Li I { t' ' ' al az _.-)<, i 1.---1- . 5S ‘• - . 2 . s , 2 v: y e...: -sc. 1 ...• a.0 z (3) 4 ‘4 1 L---:4-.. la '4 9 : i ‘, v.---- , , 1 ..,1 5 99 114-'41' ,.. 4U E sZ11(11 ,9 61 112.0" I 41.411 , .0 . ' 0 . / 3 2:1 • /40.2• 0 ( ® 9 ,•Yet '3 ' 9.5• .zo•A • 1 'r 1,44r Itj VI 4/7 I I 1 : lei I I Air -7-:roo,sr-isoo90,type - 1. 9.4°2 ar 0 :r If 75 /0 • /01.23 qs I • 4 1 I 7 • vi 1 / 0 44911v 141 1"6 1.• ".or . / II XI 3 gi ti Z. • • 04).. .,' NN • \- : e . '.. ; : 7: i 5i ,.. 4 I1' ' • 15/4 1/N c14: ken' /4. 0. 13.010NO :56 ft . "*.A rijia ,,, . "14 ./ OA if .1120 • • 4 .4 L 8 a i,, • N a. • • • • /& 490C. 1103 - AO' • 8S ' A.■ r a /24' 4 /2 70 b 1 IN A 6 4- a /0 -- r J g Nor 4 1\-1J - I 1 1 1 I 1 , /.2.3" 90 iv6.2...1 130.15 'vE5t ®1© ! 1 ( 54.53 /44.10 6® rt taA w si 12 11: • / .10 / / I * VA L LE , 40nA! 1 9 (xD IP !.. e / /1 vl • 3. 411 5U 9 6,f13i1//1 lt,fiec.,,,,6% treie- • /11194 • - t4 - 4 . S,; --- 4 4'z t 111 . I 5 ,5 l_o EY. 1 ,45. b r / o •g • 11/2 60 I 4 ' b 1 i i I _ !*_,F i'l 4 - 1 4) 41 f) io at I41C• 91100 E 2 PS 7_ -J /00 BOON 1 [00.31 1 CDir,11.7 1 C 2o 30 A cs.i.:9 - • • c p s I I tris: • LL16 4"; / 4,0* 4 .3. al 4 0)vil. *7 v., 20 S k - 4 Cc g t Cc ; E 0 I k I 1 .44 ,.,., SFr $9.9 ›./- • FR /9".0 4 44 5 324.80 • F 9 , 4 A ,5 0 -.7 J. /4 Ft, C225121eie/y___23:7 Co 91.27 .49 / 17.5 /011.0.1 ia.f.V, / WELL /08 81 /01.,3" /08 , J3 a a 1/1 -4? 74 - /01/ ifIX 36 P•4 0 ••• ti N814(90 /6.3* ' 1 0 1 131 70 41.11... t0.s • too 1 too # 601 6 0 1 90 1 F 16 IN ID 1E 1/9 6 cl 711.0 , M V 2 79.3e Y10 /08 90 /0s. 90" 0 1 1 . r / C --- ' IV ' :1 . I I J la 1 1 I 1 0 ' 1 - - - - - ---' - r.----j"=-,1 p ri0 0 g c I 1 ,' 1 t L. ___ _____ el r'il- 1 © .11. ® 1_ _ 1/ / 1 @ f R:27- ,$) 0 /q13 H ® iri 7i 3.... ., _az r ' ______4 p © 1 t 1 -- ,E © " T s - - - - - -- 1 1 zcl ili g 1 4 1 CI t i 1 --'-.- g- 1 rdv. _ 1. __i 1.!4 .1 1 1 . 1 131 ,..,1 0 1 1 r l /zi 0 ry ; 81.7 ! . 1 1 I.3 1 9-3 1 c . /...9, 1 1 L fi (.;N i ! fi 1 j i! E 1 F 1 V9 mi I / ; 1 ,,, • •l 1 li 3 s6. 8 1 I 1 1 I 10. WPM 41.011 1.. 14 I 1 1 I-- -,- -... .... 46 • - 4 - 41 1 ca i I ----- 5 1 1( : 5 1---- -- • 1 Q I r I y .1. . . . y y 42 vvi . e rtes. Yvgyn. .1. A... 41,44, 6 0 410 C) '' gis. 01 1 . s 1 WALDO . 14, .. , „_„, A Qi ., . .,:, _ . ., 4:1'1 ,:_.....,...... . ....., 1 /9 0, 1 c. cArA00-, - .1 , 4 1 , 2 1 4., u . 4 . cy 1 0 • tt 1 ‘.. 10 ct 4J ck, 1994 *So 14 Pr 6 1 1 i • st -'--- 1 Al ir 1k J- 1111 15 1 /co 1 71 - T - go 7 fo / • 1/41,40" 05 7419' 1 ;#,I1 4.0 (ApiorrioNT I 1 1 ' 5 " C) (9- 1 1 Nofr /nag g 3:6700 1-- smiro • 4/ 89 ja t/T -v ; 4 - -1 4 6 " 5 , 25 144.7' paTia*r,tROAD 4 44 1464.11 , PI 300 259 .6 .273.6 , (8 I @ ce L-K I .-ft777 T93.4 d_:_, oil 1 I L': 1 1 !EDI 1 1 17( lq#6' 11 0 • ' •,- 44 4., 6>64 si43 PLAN VIEW: PROFILE: DETAIL : GUTTER DEPRESSION 7 4- • Cah.C. CuR8 INLET, •', - 'TYPE 1 • • • • . • 2' " L " ) SLOPE BREAKS L+ 4 "12 4- cto Fol-K10 1 PIPE WITH MUSHROOMED TOP ASPHALT (ToP or CURB t - GUTTER CONCRETE CURE, INLET, - TYPE 1_ 5 Po KA E Cot.) NTy STANDARD L= 3 FT. LOCATE AT LOW POINT TRAV. PT. T B : TOP OF FIRE HYDRANT ELEV: 204 9. 93 (ADD 2000 TO PLAN ELEVATIONS) 'co ri co Dr.A11■146 E EASaiEKI 7 W x 47 -L I 49 1.9 I 8 =3 - 1 4 .4 c N 89 25" E 2,1 .- ■s! "W8"DRAINAGE POND I' d Ft-oorz AREA = 1,045 5. FT. ). I FLOOR ELEV. = 2.04G.8 4:1 51O SLOPES Q2 ,0 6 > n .5 'we LE - e>ARREL DRYWELL Ty PE "A" WITH METAL FRAME GRA TYpE 4 SPOKANE COUNTY STANDAR TOP OF GRA-r ELE.v. 204'7.3 7 1 / 1 / NI 8: E 4 /I Ja• '-DRAIKWGE EASEMENT 5 /? TO DRAIN TOWARD ! A 10 1/4.9 I <9 \ - , 1-- 2 111 Lu w o 4 I 46 To r. BUILDING 'C END or G' FIN. FLoOR 2050.0 BUILDING 'A' FLOOR 2048.0 LOT 1 BROADWAY -- I 28. 99 - - LOT -7 ) cHAIN-LINK. FENCE 6E) in Pr. „472 P 4co 4(0 "CATALDO APARTMENTS" GRADE To DRAW TOWARD PoND 47 -- 117.70-- 58°3G c„ 49- G CHAIN-LINK FENCE -ac• ASPHALT/ PARKING EA / LOT - 4 \ \.% 1 :1<, • / Al 2 FIRE DISTRICT NO. 1 APPROVAL DATE 18_ 475 x I 4. -10-7- 5 DRA1+-I-V3E STREET DEDiCA'TION - ExtsTiNG 5 CURE, SIDEWALK /- 31- q V/ / / 4 9_ / 1 tr) • ,11/ ( l c) ) '47s1A „r 5 11/4 25 ?c, J -trIT _ • _ o3 AS PHALT LOT - 2, 1/4 ASPHALT \ .„ c: A.) 0 , j t..1 7 La,/ Pr. f 2 f )j‘ 2.1 PARK I NIG BASIN C2RADE To -- LRA■N TOWARD ' 1 9 0N-..1D 1:3" BUILDING 1 8 1 FIN. FLOOR 2.049.5 DRAINAGE EASEMENT 46@ Low Pr so PowD 'A' '\/- 1n.1 ASPHALT AREA 25.00 C \ igi k \ eF , \\, N 89 E ' O.P• 6 c 2-Ac;.19 In W 1 1.1 Z.. - \ 2, \ 2.22 ---1 ---} li ------ - -----. T X 41 31.00 ,(:) -------- 5.1.3_ ..___ 58 . 2.5 ° W 1 I ____ 1 Iii 0 I ,030-1Ep c) -.- Li --I_ <7 / 1. / ' -----1-- (,) / 1 PARKING C51 -/ 2.5 70 AREA __. 1 GT). 1 // ' • „47 PROPOSED PHASE 1 PHASE 111 (198 5 ) •oC - - - AVENUE _ 45 :we (so- - - tow \ Pr 492 „ 49-4 ■•■ a. 413 I e, e 1 7 QY - ` 1 L - " --- 1 - t: s 10 i .,.,,.... I g -c- a 1 c- i , -G. L I -DRAINAGE ' EASEMENT Ex !STING • DRIVEWAY To SE REMOVED 47 , \ *r. - / 0 r. 446 ICY STREET DEDICATION (EXIST(NG) 3C' 4 9 _.p-= . L-.5 Top RR TIE WALL. 2 5, x 49 tisP 4.8 EP ,50 - TRAV. PT FOUND 1 /2_" REEAR wrn-i MooFte CAP EXISTING CoNC. DWAPS7ER. PAD Tb sE REMOVED so G UTTE R. 46 t Lrrr EXISTING 208" POND 208 DRAINAGE PoNaD "f3 FLooK AREA= 340 Sq. FT. FLcOR. ELEV. = 2.047.3 4 I 5toe SLOPES 45 &UTTER 5 PEO IA L R. INL-ET WI1 0'RT VAULT Co. PRODUCT ts4o ca E 1 DEPRESSioN) w %TN CoNcRETE CURB TyPE 1. 5 t NIOLE -5AR.RE.LDRyWri 1 / TYPE WITH METAL. FRAME GRATE TYPE 4 PoKANE COUNTY 5 To or GRATE EL_ay. 2047.8 Two -5pEciAL CU r..8 INLETS W1L-SERT VAULT CO. PRoouCT 15-40 GUTTER FLoWLIniE ELEV. 2.0 46.63 (2 WITH (.ONC.R.ETE C1.1/Re, INLET, TYPE i. 5roKAN)5 Cour-4TY 5TANDARD L= 2, FT. ErkCJ-1 "2.0 D RAHN A E P A" FLOOR AREA 875 sc FT. FL-ooR EL-EV. 2.045.8 4: I SIDE. SLOPES KIGLE BARREL- DRY\NFt 1 TYPE A WiTH METAL_ FRAME GRATE, TYPE 4 SPOKANE COUNTY STANDARD TOP OF GRATE ELev. 2.o4G. 3 - POND ENTRY II v D NORTH LL. 0 0 CO 0_ LLI 0 0 bJ r 0 1 sc. oFZ:-..A. FTLS: INLET, 1 'SPOKANE CO. S PLAN VIEW: POND ENTRY - ASPHALT- EDGE OF PAV'T. OR BACK OF CURB 3' • - • / • . DE'VELOPER'S APPROVAL DATE "208" POND : SECTION DETAIL ; AS PER PLAN, • 3' "L"=2' MINIMUM OR AS SPECIFIED ON PLANS . • 3' MIN. 1 l 4 • .1 11 41 t 1 4" PORTLAND CEMENT CONCRETE 50 so .:= E3AsiN "A" BASIN 31.00 5 89°5825w NOT TO SCALE z DRYWELL 0 20 30 40 50 1 LEGEND SCALE IN FEET VARIES >-< 4' MIN. DRYWELL GRATE LINE POND WITH GRASS SOD NO IL : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal) around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : Pond floor elevation on plan top of sod. - L.X1STING GROUND CONTOUR Ex ISTHQG SPOT ELEVATION-1 °GT.' 93 SF = EDGE OF PAVEMENT = FIN ISHED SPOT ELEVATION = PONE) FL-coR Pe:R1mETER, 1 rAEN SI S IN FEET "208" POND FLOOR \ SLOPE SOD TO TOP OF DRYWELL RunsorF FLOW Di RECTIoNl 4 GRADE PARKA ME A REA) - Ex.b . DECIDUOUS TREE AREAS TO BE REMOVED FRoM DEvEL0PED -,- EX'G , Con.11FE TREE - DRAINAGE BASIN BOUNDARY - INTERIOR LoT LINES (4 LOTS) - DRAINAGE EASEMENT LINES BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE 71: MAR 1 5 1994 SPOKANE COUNTY ENGINEER I BROADWAY PROFESSIONAL CENTER la' STORMWATER DRAINAGE PLAN SE 1/4 OF NE I/4 OF SECTION 16, T. 25 N., R. 44 E.W.M. Founded 1946 impson, Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 DRAWN BY ID. H.a. DATE JAN. 94 DRAWING NO. CF-rEQ_KED BY DATE 1 OF 1 z PROJECT NO. 12,700 PLAN VIEW: PROFILE : S' DETAIL : GUTTER DEPRESSION 2' . Come.. CURB INLET, TYPE SLOPE BREAKS r= r •L+ 4 ' L fTDP of CURB GUR8LINE 7 - ASPHALT GUTTER FOUND 1 PIPE WITH Mu5HRooMED ToP ELEV.: 204 9. 93 fI<'AINAGIE EASEMENT - --- "" DRAINAGE POND „CI' FLOOR AREA = 1,045 sq. FT. FLOOR ELEV. = 204G. 8 4: 1 SIDE SLOPES (ADD 2.000 TO PLAN ELEVATIONS) CONCRETE CURB INLET, TYPE 1 S POKANE CouNTy STANDARD L = 3 FT. LOCATE AT LoW POINT T13 : To OF FIRE HYDRANT 471 x _ 'tat I I 1 1 4 I I Zc. I N 89 ° 58' 25 'E I I I z 0 L w PT. 10 LO I l9 J 4 11 — 15 —)- GRADE TO DRAIN TOWARD , I' pomp A x,4 , 2 W 6 W / \FH L TRAY. PT. 1 I L6SI TC `1 G \ I SINGLE BARREL D Rs/W / ELL- I TyPE A 1 WITH METAL FRAME + G RATE TYPE 4 SPOKANE Cou■Ty STANDARD TOP OF GRATE ELEV ZO47.3 ,/ 27.46, I E I ./ Y BUILDING 'C' FIN. FLOOR 2.050.0 /rE r . DRAINAGE EASEMENT _ BUILDING 'A' FIN. FLOOR 2048.0 LOT — 1 , BROADWAY END OF 6' CHAIN -LINK FENCE -- 128.99 -- LOT — J '' Ix.v Pr. x4 48? Io < • €€ V.A.P. 13 1,- t 46? Ni C.O. 47° 47 - —117.70— ,8 89 ° 3G' 18 "W FIRE DISTRICT NO. 1 APPROVAL DATE "CATALDO APARTMENTS" GRADE To DRAT N TOWARD' POND G :G, DRA r,J. - \ <'ASEMF_r.ti �j 47 4' 5TREET`2DEDICATION � F-JU.STiNq 5 ' CURB SIDEWALK k 46 TC ASPHALT/ PARKING / / LOT - 4 / 472 • x — — 46 —'' TC 6 .— �-' EX• � CHAIN - LINK FENCE v/ C tIO x4 0 T / U / 5I °1 \ AS PHALT / PARKING 46 B 7C s ASPHALT 5� \\ —I PAR.KINJ . LoT Z_ BUILDING 'B' ' FIN. FLOOR 2049.5 1 .<0 e. 'P ' 1/ Low ` x 471' l 47 . Z.,7, x 47 \- — _ AVENUE _ V 1N ASPHALT / EPA( To CRAW TOWARD FOND 13 No m" , .-- � .LcwPr. 2.5 7. g rg amp. 1:12411.444g, PROPOSED PHASE 111 AREA 25.00 / N 89'58'25 "E SIN "C" 73A511■1 6 ® � - 5 552-51W 48? `� I t `$ 10' STRE DEDICATION tr EXISTLNe 492 x 4911 1 i - Ln 4o S ' 9 - �Pr. ` O In E1 A ,1'l "A" 14t5� W 31.00 SO 30' POND " H s la I 1 < L, - 36'- o1,E 1 L7FZAINAGE r C _ 3- -_ ____ - _ _ _ J C- .ASEMENT Ex 15TI NG CoNC. DRIVEWAY To 8E REMOVED 47, 47° x PP PHASE 1 (1985) ' x 4 9 5 "_— __s i5 Top RR TIE WALL s2_ ' • N u , \ I SL EP > J SI22EP 1� I 5 \ < 221 O 1 W 0 I \ x 45 GI EP (� 11.1 � X -i W AREA k8 7v EP 48 = j ?EP , \ y -4r7— FOUND I /Z" REEAR WITH " MooRE CAP EXISTING L'O DuMPSTER PAD To SE REMOVED I GUTTER GLt1TER ( , GLITTER � 56 GLITTER EX ISTING zo8" POND " DRAIMAS-E. POND S., FLooR, AREA= 340 sq. FT. FLOOR_ ELEV. = 2047.3 4 : I SIDE SLOPES 5 PECIAL CURB INLET WII_BERT VAULT co. PROOUG•T 4 ! 4Q CauTTER FL.cWUNE ELF. 2.o48. 10 (Z " DEPRo- ,554ON) w1T1 CONCRETE CURB INLET, TYPE 1 SPOKANE COUNTY STANDARD L = 2. FT. SINGLE- BazRELDRyWEr L,TyPE A wtTH METAL FRAME 7' GRATE, TYPE 4 SPo ANTE CouNTy STANDARD TOP of GRATE ELEV. 2_047.8 TWO - SPECIAL CURB INLETS . WILBERT VAULT Co. PRODUCT 41. 1840 G UTTER FL ELEV. 2.046.63 CZ WITH Gon1cRETE CURB I NLET, TyPE 1. S PORANIE C our4Ty STANDARD ' L = 2.. FT. EACH — " 2.08 " LDRAINA Po ND :A" FLooR AREA = 8'75 sQ. FT. Ft..0oR ELEV. = 2.0 45. a 4: I SIDE SLOPES SINGLE BARRELDRYWFI t , TYPE A WITH METAL FRAME 4. GRATE, TyPE 4 5 POKANE CouNTy STANDARD ToP of GRATE ELEV. 2046. 3 POND ENTRY NORTH -11!�'1i 1 AI � III 1 4 , 3, ;1■ .�, �. '�/ �O ! ' CURB INLET, 1 SPOKANE CO. S PLAN VIEW: POND ENTRY "208" POND : SECTION DETAIL 0 0 0 0 0 w AS PER PLAN, 3' ASPHALT- %� t �, 3 "L " =2' MINIMUM OR AS EDGE OF PAV'T. / SPECIFIED ON PLANS OR BACK OF CURB ) DEVELOPER'S APPROVAL DATE 3' MIN. 4" PORTLAND CEMENT CONCRETE 50 x48 , � In . BASIN " A " BASIN "C" 31.00 589 ° 58'25 "w NOT' TO SCALE 2_A VARIES —�--F DRYWELL GRATE ( DRYWELL I � I 0 20 30 40 50 • SCALE IN FEET NOTE : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal) around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : Pond floor elevation on plan `:s top of sod. L_EGFND EXf5TfNG GROUND CONTOUR = EXISTING SPOT ELEVATIONI, OGT. EP = EDGE of PAVEMEAIT FINISHED 5 Pcir ELEVATION RUNOFF FLOW DIRECTION r GRADE (4- FARKIN2 AREA) = POND FLOOR P5 JM - 1 CK, DIMENSIONS IN FEET = EXIG . DECIDUOUS TREE To BE REMOVED FROM DEvELOPED AREAS - Ex`G, CoNIFERous DRAINA BASIN BOUNDARY - INTERIOR LOT LINES (4 LOTS) = DRAINAGE EASEMENT LINE - DRAWN BY CHECKED BY D. H.C. DATE DATE BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE 4' MIN. UNE POND WITH GRASS SOD 4. "208" POND FLOOR \ SLOPE SOD TO TOP OF DRYWELL BROADWAY PROFESSIONAL CENTER III STORMWATER DRAINAGE PLAN SE 1/4 OF NE I/4 OF SECTION 16, T. 25 N., R. 44 E.W.M. Founded 1946 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 JAN. '94 0 ' DRAWING NO. I OF PROJECT NO. 12700 PLAN VIEW: PROFILE : DETAIL: GUTTER DEPRESSION 4 2.` CoNC.CuRS INLET, • • 'TYPE 1. • . 2' 1 SLOPE BREAKS "C+ L cuRBLINE ASPHALT ---°( r TOP or CURB t-- GUTTER FoLINC) 1 PIPE WITH MUSHRooMED TOP s DRAINAGE EASEMENT "2.08" DRAINAGE POND l‘ c. " FLOOR AREA = 1,045 sq. FT. FLOOR EL_E.V. 2.04G .8 4 : sloe SLoPES , CONCRETE CURB INLET, TYPE 1 5 PoKANE CouNT1 STANDARD L = 3 FT. LoCA AT Low POINT QcO a) -SINGLE - BARREL D R.YWEL-L-, Tv PE '`A" WITH METAL. FRAME RATE, TYPE 4 SPOKANE CoL1NTY STANDARD To oF GRATE EI-EV. 2047. 3 T : TOP OF FIR HYDRANT ELEV.: 2049. 93 (ADD Z000 TO PLAIN ELEVATIONS) 4' TRAv. PT. 1 I 4 H To DRAiN TOWARD FoND 462 I 46g1TC 3 )- 5 I 4. \ 139 2:5" E . 16 Er-r BUILDING 'C' I / - DRAINAGE I EASEMENT I 4'7 - I E-Nlo or 6' CHA.IN-LINK FENCE -- 128.99 -- eR P/ / • EA • I 4fr )c).* 4 DRAINAGE EASEMENT \ (0 \ / 7 cos' 0 LOT - 3 FIN. FLOOR 2.050.0 _OT - 1 1 f x 47- x 472 • BUILDING 'A' FIN. FLOOR 2048.0 BROADWAY :Di 0.:,:re .1 - 47 471 \ x 0 "CATALDO APARTMENTS" GRADE To DRAINJ 7ovIARD.' Pomp C.. 5 1 4 rY ASPHALT/ PARKING / , / LOT - ( -- 1 17.70 -- \ 893G 18 x47 DRAINAGE cs? 't--- 4 STREET DEI5TeATION )4 -E.,cbsTINta 5' CuR5 SIDEWALK 46, TC. FIRE DISTRICT NO. 1 APPROVAL DATE f 4 -L__' I _12,7 (r) - TC N - LINK FENCE AS PHALT \/ ASPHALT r. T VI _CD 53 tn l » J (3. - POND R 0 Ln 3 , A0 46 LOT s BUILDING 'B FIN. FLOOR 2-049.5 1 1 70 , I z. PARK I NG RA.DE D - rovuARD " FoNID )5" 5c2D 1 ( I I ; 11T7 . (O 53 1 I /47 x 47 _ AVENUE _ f 3.Asi ' 8A OC) 2-5 W PARKING 2.5 % 4643-e'rc 0 I C I 5 C EET EXISTI D N ED G) ICATI°N PROPOSED PHASE 111 "V" IN ASPHALT AREA 2. 5. 00 car \49 / 1■1 BASIN "C.' ! / ss- - N511■1 - 8" - - r - I '6 1< I 492 49 AREA 47 ›.1.. PP Exis Conic. DRIVEWAY To 13E RemovED T x 4-9 5 Top RR 1E wALL 1 _ 7 . sz i 1 N tr? 1\ I TM EP ,.\\/ /199 ExIsTiNG Com. DumPSTER. PAD P To 5a Rr-movaD '71 0 ICI So 1 • u-C) 8 in2 x 4! 49 -len Oc •■•■ - O [Ii ti < CL. (f) , • 7 ,50- Z - YRAv. PT. PHASE 1 (198 5 ) . FOLJND 1 /2." REEAR r 79 SD- I GLITTER. t 9 4-4 ( 1 4ej GLITTER wrrH "MooR.E CAP EXISTING 205" POND '208" DRAINASE. POND "13" F1-00R AREA= 340 sq. FT. FLAIR ELEV. = 2047..3 4 I SIDE SLOPES SPECIAL CuRB I NL-e-r W1L5ERT VAULT Co. PRoouCT 'W GUTTER FLovvLINE ELEv. 2.o48. 10 C2' ve:Pg.gssIoN) WITH CONCRETE CLIRS TYPE 1 SPOKANE Coursyy STANDARD, L = 2 FT. 51NeLE - f?;AR.RELCIR.-/wFi 1_ / Type wrrH METAL. FRAME # GRATE TYPE • 4 5roKANE. Counrry STANDARD TOP of GRATE ELEV. 2047.8 Two-SPECIAL CURB IMLETS WiLSERT VAULT Co. PRooucT IB40 Gu FLoWLINE ELEV. Zo46.63 0-"DEPRFloT WtTI CURB INLET TYPE 1. SPOKANE Counrry STANDARD ' L. 2.. FT. EAcH '208" DRAINAGE Po "A" F1.0.R. AREA 875 sq. r E Lcol ELev. = 2045.6 4: 1 s IDS SLOPES 3 1N.JeLE BARREL- DRy(NELL TYPE wrn4 METAL. Fp.Ame. 4 GRATE TYPE 4 SPOKANE CouNTy STANDARD To/. or GRATE ELEry. zoy.G. 3 k 1 • !' Lope POND ENTRY ..- ASPHALT NORTH Li 0 OD 0. w 0 0 4: 03 0 9l1RB INLET._ v. 1 SPOKANE CO. S PLAN VIEW: POND ENTRY EDGE OF RAVI*. i f 3' OR BACK OF CURB "208" POND : SECTION DETAIL AS PER PLAN, 3' MIN. 3' DEVELOPER'S APPROVAL DATE )-1 4" PORTLAND CEMENT CONCRETE "L"=2' MINIMUM OR AS SPECIFIED ON PLANS x 48€ c'76 so so EASIN "on," A5, "6" 31.00 5 89 60 NOT TO SCALE 0 1 0 0 zA Ofelf100,04. 0 • 20 30 40 50 11111MM 11.111111. SCALE IN FEET VARIES - - . )■.< DRYWELL GRATE UNE POND WITH GRASS SOD t■ i i ; P ,*f. ■ ttet t.1 t t 's tis'its ''' t't t'k 't -11111 4111 4*- .1 (DRYWELL \ "208" POND FLOOR 1.-- / Th . ) SLOPE SOD TO TOP OF DRYWELL NOTE : LEGFNII) EX. . Decupuous TREE_ EX CONIFERous TREE DANA GE BASIN BOUNDARY IKITERIoli. LOT LINES (4 LoTS) DRAINAGE EASEMENT LINES Jlt- fi -us 4' MIN. BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE NOTE : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal) around the Drywell barrel and between the Drain rock and excavated lateral ground. Pond floor elevation .on plan is top of sod. EXISTINe GROUND CONTOUR Ex ISTINIG SPOT ELEVATIoni OcT. 93 aF = EDGE OF PAVEMENT = FIN tsHED S par ELEVA RunloFF FLOW DIR2rI0 DIRECTION GRADE (' PAskir.1 AREA) = POND FLooR. Penzin4.1 7. IN FEET To BE REMOVED FROM DEVELOPED AREAS ?LA 1-- ‘ . . . " * " . . " a • e l t : N 3 ` C : : # E , L ,s• PL.-Not-IS 3 . A °beim. N4ttZer4e<41 E. V P 94:)%. 065 0 ‘1 • • • C-Or 402..e.p.,,S pc 13 • P. • "X 40.P.30 V et-5 V es.4.5., . BROADWAY PROFESSIONAL CENTER III STORMVVATER DRAINAGE PLAN SE 1/4 OF NE 1/4 OF SECTION 16, T. 25 N., R. 44 E.W.M. DRAWN BY CIVIL ENGINEERS PH 322 RS & LAND SURVEYORS WA '9 iiripson Engineers,. Inc. N.909 ARGONNE ROAD SPOKANE, Fou 1946 CHECKED BY D. H.C. DATE 1 1 JAN. '94 DRAWING ND. !PROJECT NO: 12:700' A C 0:17 : R .... !4 4 0 2 . 9 1 2* I : JO ;.• . * 7:it I I He H,. • i." Lift ! Tire .. j. . ilitiiHil • St •t we. , 05.4 (CR1.4 01 t S I ME..:DRTA TOTAL PLAT AREA TOTAL NO. OF LOT5 TYPICAL LOT SIZE METHOD OF 9E1A1A&E C>I5P05AL METHOD OF WATER. 5UPPLY • EXISTIN4- ( PROPO•ED ZONE REQUIRED PARKIN6- • PARKIN- HOV\IN E3UILDIN HEI.6•HT P. U. •••■••••• •■•••■■•• 1FITH TOTAL ASA TOTAL DUILDEN& AREA AC6E55 ROAD. PARKIN6i/ OPEN AREA5 NET DE.VELOPMENT AREA ALLOIAIAILE NO. LQT5 NO. LQT9 PROF'05ED 139S A9 4 : 4512:5 TO . 47233.2 5Q. FT. F'UDL1(2, • _ PUBLIC „ :OR 3 5 / u2k/PUP PACE9 APPROX 35' 56Z. FT. % OF 5I TE 6 8994 35854:7 15922.0 36946 1425 TOTAL 4 TOTAL 100% 14.8% 59% 00% ■ 0 Ti\ a!` A 1 II e% 9-• (:)\ V27 t_c51 - L) -1-0 s 1 1TP ZeO.lt Av e, } I t2 1A-1 _ DESIGN A REE et. architects • p miner!: •=11.•••■•■••1•1111MORIMIIIMMaIrrIK , 13. NCE BROADWAY PRO PHASE I S DR 6 1° N. 2918 ARGONNE RD. ° SPOKANE, WA 99212 • 928-7096 4 \ DATE: AWN BY: ; • ' 1 4 - ii ) 1 / 2 : 47 1 nil cc uo 1EE FF 11,[81311-0)CSWMP111:11n TREES [ICIER PLANRTOIDES 'OCTOBER 61.0FIY CORNUS FLORIDA °CHEROKEE JRPRNESE LIKE UHF MRPLE MED) FLOWERING PERR RUH PLFINOTOIDES "CRIMSON KING' FIHIHINUS 111MERICHNO "AUTUMN PURPLE" . _SHRUBS la OLD GOLD JUNIPER • 1 18" TO 24 2. TD 3-O 18° TO .! I 8" TO E 1 18" TO 24 . lit 15' TO 18" -• 6 fti !ONE TO 24° j1 11 "T0 18" TO 24" _ 18" TO 24" -115" Jfl 16= :11° _ 4 !1 5. TO 18° 5 . - " To 6 • 18° TO. 24." GOLDEN NIINIEBORK rC RHODODENDRON "CYNTHIA' RNDORO JUNIPER WNW l'IU61110 PINE FROBEL SPRIER NIP SNOWMOUND SPIRER CITENfl PLUM II CRIMSON PIGMY BRIIBERRY J EUCNYMUS FORTUNEI "YMEWILD 1;1 K 01T0 LUYKEN UMBEL L TRMIIR111 JUNIPER M URRIEWITED RED TWIG DOGWOOD N JRPQNESE 11E60111113ERRY _ DWRIN BURNING BUSH P PYIPMID IIRBORUITI1E POTENTILLR GOLIV UINE MRPLE IS RZIILER "MOWS 01 BALTIC IUY 11 :— VINCI' MINOR PU POTENTILLII UERNR oattalatail 11 3/4° COLIPER 5• -1r TO 6'-a" 2" COL !PER • 1,1 3/4" CALIPER ! I 3 /4 ' C01. 1 1 GROUND COVERS , 1 1/4" POTS 1 2 1/4" POTS 1.) BARK - Use Bark fines in all shrub beds, 2" deep. 2.) LIMN - Use seed In all lawn areas, (or sod). 3.) SOILS - Use sandy loam where fill material is needed. 4.) EDGING- Use 2"p4" Cedar between all lawn Cr shrub areas. 5.) Stake all trees with 2"1-12"li 6'-O" Stakes, (2) per tree, w/ rubber hose and wire. 6.) Sprinkler system in all landscaped areas to be automatic. Use "Toro" products or equal. GRRSS RRERS, TO BE SEEDED OR SODDED TREES SHRUBERY GROUND CODER PRIMO. I N_STFILIBTI PHRS.E.Li, Initial building construction will use all site perimeter Planting per Landscape plan, balance of huildinq sites to bp nandinl. Mos O. 211.andscape lots as each building is constructed, per landscape plan. • 2 1/4" POTS h.., n ' Ll--- ---11.1-.-[;?,...-1 - :' -- .-,. , ...4...-t-ii L: 1 . !1 ........, - ii teiT sol111111 liillitt• Milirosline .0 . ,,...... . = ■ L ...«12f ri , ' l ' -r° - 13 .1 •17::: i* *11 ..A .T.r. 4 ------- tit as ..1 E..„ .1.-.4-` *111-1&t, 4 Matt; t s - r.t •,`'. '1 rteut 1 $111111011W 1 11111111111111 11WIRI .A8 ato • atalte. td • • 7 di.ttrzttgy_ce...to.iw .tt" t • fa • untc•c4..rc itt•e, aa e q , ' alfa •a t •ea a...x. m .. /ThCfca'arca'aaalat t ea.a. t 4 , otts . • :e„...c,AN4 • 6A--riem,t2a___ArA 0 • st „Apt ttr, ttt r ---- ,."- 1.......... ,,,, / - !! `--; • c - t•t i- :. .c - A.A.A . 441 . 17t evt zyc • 71 L '.17 1 : • • • , V „ • •Lt' tr-ct. 4 a a f' - 1?; 7 • Virf110. 41.1714 . L'a 0 t c, 4 ti tt` `'-‘,S■t; t 1 \ tt ,A i,, t; . .t, . . t• r :: i 0, tt. t'itit•t Ir 'PV1'. Ai ,,,.;-: A • . ff , , . t %.3 4 n • • \\I)DiF el: 1.- i C A i ,\I . ,. . . , .1 ‘... , , ,,, .— ., . ,... - .-. :— ,..,--,....-,„.. ---------------7-------- ...--- ........ ' . , . P f..,84 " ..,,,, 44 , ,,,,4 — . . a: !- ‘e. fi 'e; - ....1thkerea..maawasalamearacirgamtrar.rammarea-ancat.aaremaazaraxsysraea...,...arecuevarera.c.s.7.1".1",I,1154',111`,,,,,,,,,47,,,,,,.:.,..".....,,,,,,,"„1,,.....1..,,,,,,=,1;:,.",'"X.,,!", „ A '■• , , , „ ft, • n _ I 1-„,\ Isit trig tione(s , • , t••••„ • 1 4 „", „ 1 Of 13uilcling Cov Use(s) , reas • trittt„, Tvpe L71, 1...,:tr1cisciping NO: 'OfHt17kil)2. Sp Requirca - Percct:1 of (;)pc.o Spacc....Ae:Lxdticfc c:ts . , 1 d Zb A tZAtrIC , „ .77 A V A • 7 7CVAA.Cr A •2•47. - tr77,nt ropose liees) Acgre,.; Or S”' igt. , 4F , 9 17 PV.4:* riSZ:164 .' : 49 .41 kak Ak ft 1,44.41 -Jr•. , C 4 ‘ittrI A ".. ,, A7 , A -t cctr tt- mtvc --,--.. virret.c•trctrActAcct.c . .. -.. .vvrttc.,°• - • , •••••tctcc A ., • , e,...racr.,traratacteamma A F.- -1\c A: "• ,CMC:77:MLZALCCZA7•311=IMA•Ci.•,,,,,C,Z,CCCl•:•17A 41:1c ”.ct n s (ri :at • 7•••= 4 „1 J/4111. DRAY7;ii BY c6•6 JOB 11.1'4: 1L 2918. ARGONNE RD. - SPOKANE, 9,92i2 - 9287096 • ff.: tn TO: (—tem -i E, 1 T. S' Po, KAKI F: - 1 ENGI JEE s SUBJECT: 3 parA pSsCoupt DATE: %8 ./ 9 , 1994 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 i7RhitJitk6ia" PL,4 Wrvg ggialsJ P -evisGt. As Psi co '- DPi b 12-n 93, /a- c A 7 e Fouowrr..t G ' Tbv 0 r-Pc r GE ge4o - S • Tw b PR- TS of h g.At h -EKzE • or1E PP-tAn or' F MAI_ PLAT • y ou ar-t (u73,1_ RE - M 1)R-. Cf -(EZ PR u JT i"1 -(AfJ 4c - U Signed Do u G 0.4-1 g..\s Sit.) MAP LE&END J� i A 0 t PLANT L- 1ST NAME SuNeuR5T LOCUST BLUE S PRUGE C GOLD FLAME SPIREA L GLO E PJM RHODODENDRON F RED BARBERRY PYRAMIDS u I ( /2 CAL. 3` -4' 2 GAL. 2, GAL. 2 GAL. 2. G. 5 ' - G' LANDSCAPING NOTES I. EDGE KING BORDER-5 BETWEEN LAWN AND BED5. 2. LAwN TO BE. HYDROSEEDED 3, 2," BARK IN SHRUB • BED5 QUANTITY 17 42 G2 12 22 109 FOUND 1 , PIPE WITH MuSHRcoMED TOP y „ W8" DRAINAGE POND G m CONCRETE CURB INLET, TYPE 1. SPOKANE COUNT`/ STANDARD L = 3 FT. LOCATE AT Low Po(NT 1 TBM : ToP of FIRE HYDRANT ELEV.: 204 9. 93 (ADD 2.000 TO PLAN ELEVATIONS 4 46 - 49 2 x 469. FLOOR AREA = 1,045 Sq. FT. - — 3' FLOOR ELEV. = 204 4:1 SIDE SLOPES c Low PT. 1 \r- S INGLE - BARREL DRYWELL, TYPE "' " - WITH METAL FRAME + GRATE TYPE 3 SPOKANE COUNTY STANDAF TOP OF GRATE EL..EV. 204'7.3 ,�aMDF 1, _ °per ( BUILDING 462 / LJ 47= \ FH A TIAv. PT. 1 • N 11 11 46 TG - _. 4l - F-4 BUILDING 'C' FIN. FLooR 2.050,0 x 48 I i " 1 L Z Q 9m END OF G' CHAIN -LINK FENCE • , ®Pr, vA.P ;4 FIN. FLOOR 2048.0 BROADWAY c.o. 462 Ni "CATALDO APARTMENTS" - EUST/ NG 5 ' CURB 46T --`' TC p � � i J . TOWARD O " D -2! ^ ) E -2,- - EDGE_ KIkIG ( f ,' x 47 , ) • 4' SIDEWALK ,c 46H3 TC Q `Z'� x 452 / ' ASPHALT/ PARKING. lO9 5 ExG C -42. - ---- In o 3 , C HAIN -LINK FENCE ASPHAL.t �p 0 ,1, 9 -Lower. V - 50 / 11 47. 4 AS PHALT / PARK NG / \ O 48 \ 2.1 °7c V IN ASPHALT BUILDING 'B' FIN. FLOOR 2.049.5 x4 o AVENUE jir.ZALr: L •� \.'.I e: PARKING z.5% E x 15TI NG CoNc. DRIVEWAY To BE REMOVEZ.I 147 I ^ \ - -. _ _. 46B2TC 10' STREET DEDICATION PROPOSED PHASE 1 PHASE 111 (1985 ) 49 3C' 47° PP 2 __ - OL. • IL z ` O 4 r8 OI EP 2 - - La 1 Pr pg7 AREA . ti 1 z1 z 51 _ EP " 4rS 72 EP U — 4652 T _J FOUND I /2 REBAR wrrH " MooRE" CAP $Z 5 TO P RR TIE WALL EXIST / NCB CONC. DuMPSTER PAD 51 �EP To 5E REMOVED 1 X 50 71 44 TRAV PT I . 4946 GETTER ALLO' V FOR DRAINAGE TO Por- B'• EXISTING z08" POND - -- 208 " RAISE Pono "5" FLOOR, AREA = 340 so. FT. FLmR ELEV. = 2,047.3 4 : r SIDE SLOPES 7 48 56 GLITTER, DRAINAGE Po ND "A" FLOOR AREA = 875 5 . FT. FL.oOR ELEV. = 2045.5 4: I SIDE SLOPES SPECIAL CURB INLET W ILBERT VAULT CO PRODUCT 1840 GZUTTER, FLOWLI NE ELEV. 2048. 10 (2"DEPRESs'o ) w ITH CONCRETE CURB INLET TYPE 1. S POKANE (�'oUNTy STANDARD L = 2. FT. 51 NGLE - PARREL.DRYWFII TYPE w ITH METAL FRAME GRATE / TYPE 3 SPOKANE COUNTY STANDARD Tor of GRATE ELEV. 2047,8 Two- SPECIAL CURB INLETS WILSERT VAULT �. PRODUCT 4 " 1540 GUTTER FLOWLINE ELEV. 2.o 46.63 (2 wjTIH CONGP.ETE CURB INLET, TYPE 1_ SPOKANE Cor_eNTy 3rANDARD ' L= Z. FT. EAc-4 SINGLE BARREL DRYVJFI I TYPE " A " WITH METAL FRAME( GRATE TYPE 3 5 F I<At.1E COUNTY S TANDARD TOP of GRATE ELEV. 2.04G. 3 NORTH 11.-41'411, A/ •• ♦♦�� ; d ` tI \ 1 I< POND ENTRY SL OP • ' SPOKANE INLET, OKANE CO. ST,J PLAN VIEW: POND ENTRY DEVELOPER'S APPROVAL DATE "208" POND : SECTION DETAIL AS PER PLAN, 3' 3' 4" PORTLAND CEMENT CONCRETE • ASPH -- � 3' "L " =2' MINIMUM OR AS EDGE OF P1.V'T. % I I SPECIFIED ON PLANS OR BACK OF CURS . X �G 5o NOT TO SCALE MIN. T - - EXISTING GROUND CONTOUR - EXISTING SPoT ELEVATION-I OCT. 93 EP = EDGE of PAVEMENT = FINISHED Spar ELEVATION RumoFF FLOW DIRECTION 4 GRADE (` PARKING AREA) = POND FLcmR Pe:RIME7ER PIMENS(oN5 (N FEET 5ASiN "A•' — D RAINAGE BASIN BOUNDARY BASIN "G" BROADWAY PROFESSIONAL CENTER Ift LANDSCAPING/ DRAINAGE PLAN SE 1/4 OF NE I/4 OF SECTION 16, T. 25 N., R. 44 E.W.M. Founded 1946 s impson Engineers, Inc. DRAWN BY CHECKED BY VARIES DRYWELL GRATE (� DRYWELL i I 0 20 30 40 50 LEGEND SCALE IN FEET = EX . DECIDUOUS TREE - Ex'G. CoNI FERotSTREE BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE 4' MIN. UNE POND WITH GRASS 1 A. "208" POND FLOOF \ SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS NO E : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : Pond floor elevation on pion i top of sod. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 D.H.C. DATE 10/93 DRAWING NO. DATE 1276 PROJECT NO. 12700 DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Layne D. Hinckley and Lynda R. Hinckley, husband and wife, Michael A. Trantow and Lynn K. Trantow, husband and wife, Michael W. Silvey and Clare Silvey, husband and wife, Richard G. Brautigam and Lynda M. Brautigam, husband and wife, Robert G. Wendel and Michele C. Wendel, husband and wife, have caused to be platted into Lots, Blocks and Common Area the land shown hereon, to be known as BROADWAY PROFESSIONAL CENTER IIi, being a Planned Unit Development and a replat of a portion of Tract 76 of OPPORTUNITY, located in the NE 1/4 of Section 16, T. 25 N., R. 44 E.W.M. and described as follows: The West 195.70 feet of the S$ 1/2 of Tract 76 of "OPPORTUNITY", as per plat thereof recorded in Volume "K" of Plats, pages 20 -23. EXCEPT the South 10.00 feet as deeded to Spokane County under Auditor's No. 8505140214. Situate in the County of Spokane, State of Washington. The private roads and /or common areas shown on this plat are hereby dedicated to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION created by document recorded August 28, 1985 under State UBI number The Private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary without express approval by Spokane County, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. 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 to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION or successors in intrest. The County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. The private roads and drainase easements are subject to the seperate DECLARATION OF COVENANTS as recorded r 'Under Auditor's Document No • -- ' which by reference is made a part hereof. Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or Binding site plan, and the applicant shall 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. Direct light from any exterior area lighting shall not extend over the property boundary. WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise 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 obbligation 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, maintain or 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(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein. T e private - � os a ew- - her- eotr- a r - ecrserr►ertt wtrich--- provides o- m eons - of ingress- and- - -egress - -fef -- tip© se -•1 s-- anrfthira -- �tk>e -- .Subdivision= --lac ng—#r-oratoge t#er-eon. A public sewer system will be made available for the plat, and individual service will be provided to each lot prior to sale. Use of individual on —site sewage disposal' systems shall not be authorized. Use of private wells and water systems is prohibited. The plattor does hereby dedicate 4 feet additional right of way along Broadway Avenue. Access for BROADWAY PROFESSIONAL CENTER III is via a private ingress and egress easement as recorded under Auditor's Document No. which by reference is made a part hereof. No direct access to Broadway Avenue from any lots, common areas or private roads shall be allowed. Utility Easements are provided as showen hereon. The owners of Lots 1, 2 and 3 Block 3 shall be held responsible for keeping open and maintaining the path of the natural or man —made drainage flow over & across the property. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to . inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. The lowest building opening, includuing basement opening, for any building on Lots 1, 2 and 3 Block 3 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. IN WITNESS WHEREOF, the aforesaid owners have caused their names to be hereunto subscribed this day of , 1994 LAYNE D. HINCKLEY MICHAEL A. TRANTOW ROBERT G. WENDEL RICHARD G. BRAUTIGAM MICHAEL W. SILVEY LYNDA R. HINCKLEY LYNN K. TRANTOW MICHELE C. WENDEL LYNDA M. BRAUTIGAM CLARE SILVEY cr4 I Found County Spike & Washer 16' Future Aquisition Area 4' Street Dedication 16'x75' Sewer Easement My commission expires 15' STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) 3 Building Setback L () 1 / 0 o Z ,26.E N$ 58'25 "E -8 . X14 '61)4 '25"E Q / � a/ A- - 31.00./ I \ � 15' ci 15' O m CHARLES E. SIMPSON P.E. & L.S. 9967 1 G Found 1 Pipe as per plat BROADWAY PROFESSIONAL CENTER I Accepted as NW cor S 1/2 Tract 76 N 89'38'22 "E 128.99' in 1 s ?, Building •F Setback 0 N89'36'18 "E 0 00 4 Drainage Easement / 1992.01' SURVEYOR'S CERTIFICATE ACKNOWLEDGEMENT 195.70' 2 66.71' N89'58'25 "E 25.00' 0 22' w 10 to O 0 w t b M O B d. ° 3 0 Setback uilding N Draina rvi g R ' df )31.00'- I TO S89'58'25 "W _ p 1 o T� • ' �I I 51/ 2 117.70' , / ,ry'R,,, / 2s.00'1_ S89'36'18 "i$1 2700 195.70' S89'36'18 "W 1 195.70' This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. On this day of 1994, before me personally appeared LAYNE D. HINCKLEY, LYNDA R. HINCKLEY, MICHAEL A. TRANTOW, LYNN K. TRANTOW, ROBERT G. WENDEL, MICHELE C. WENDEL, RICHARD G. BRAUTIGAM, LYNDA M. BRAUTIGAM, MICHAEL W. SILVEY, CLARE SILVEY, as the individuals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first above written. Notary Public in and for the State of Washington Residing at , Washington Found 1/2" rebar w /yellow cap stamped "MOORE 18091" Accepted as corner. 1- I �P P I 2-1 I J \G Easement {, 6C�� — - 1 G I I 1 CA TALD O BROADWAY AVENUE AVENUE NORTH LINE OF TRACT 76 NORTH LINE OF S 1/2 OF TRACT 76 LEGEND EQUIPMENT &PROCEDURE A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey. o 1 = Set 1/2" rebar cap No. 8642/9967 or as noted • = Found 1/2' rebar cap No. 8642/9967 or as noted = Subdivision Boundary = 4' Access Easement for Broadway Professional Center I = 10' Building Setback Line & Perimeter Setbacks BASIS OF BEARING GRAPHIC SCALE (IN FEET) 25 50 100 ' =50' The Bearing of N 89'36'18 "E, along the Centerline of Broadway Avenue, as per "Broadway Professional Center I , was used as the Basis of Bearing for this plat. NOTE : Information from "Broadway Professional CenterI , was verified and used to establish boundary of this Plat. SOUTH LINE OF TRACT 76 Found Copper Wire in Monument Case R.P.S: Found X in Sidewalk N25'W 72.09' Found X in Sidewalk S25'E 70.93' Found PK in Mastic N40'E 60.06' 1 AUDITOR'S CERTIFICATE Filed for record this day of 1994 at M in Book of Plats on Page at the request of - COUNTY TREASURER I hereby certify that the required taxes on the herein platted land have been paid this day of , 1994 County Treasurer COUNTY ASSESSOR Examined and approved this day of ; 1994 County Assessor COUNTY ENGINEER Examined and approved this County Engineer UTILITIES DIRECTOR Examined and approved this Utilities Director PLANNING DIRECTOR Examined and approved this Planning Director HEALTH OFFICER Examined and approved this Health Officer SPOKANE COUNTY COMMISSIONERS This Plat was approved and accepted by the County Commissioners of Spokane County, Washington on this day of 1994. Commissioners Chairperson Lot 1 Block 3 Lot 2 Block 3 Lot 3 Block 3 Lot 4 Block 3 FINAL PLAT OF COUNTY OFFICIALS day of , 1994 day of , 1994 day of , 1994 day of • 1994 LOT AREA 9,613 sq. ft. 8,811 sq. ft. 7,926 sq. ft. 33,649 sq. ft. BROADWAY PROFESSIONAL CENTER III A PLANNED UNIT DEVELOPMENT IN A PORTION OF THE NE 1/4 OF SEC.16, T25N, R44 E WM SPOKANE COUNTY, WASHINGTON Founded 1946 impson Engineers, Inc. CIViL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA, 99212 -2789 PHONE (509> 926 -1322 FAX (509> 926 -1323 PLAN VIEW : PROFILE: DETAIL: GUTTER DEPRESSION • . CoNC. CuRB INLET, . • . • TYPE 1. ..• • • . • . •- • •,` SLOPE BREAKS 4' 3' 1 FOUND 1 PIPE WITH MUSHRcoMEZD TOP cuRBL ASPHALT --"? " „ r r 2: oF CURE) 1 c1; 6u-rrER. TEM\I : TOP ELEV. DRAINAGE EASEMENT "205 " DRAINAGE POND C FLOOR. AREA = 1,045 Sq. FT. FLOOR ELev. 2.04-G.8 4: I IDE SLOPES CONCRETE CURS, INLET, TYPE 1 SPOKANE C -fl STANDARD L= 3 FT. LOCATE AT Low Poi NIT OF FIRE HYDRANT Z049. 93 (ADD Z000 TO PI-AN aLE../A-r TRAV. PT. co .5 INGLE BARREL_ DRILL, Tv p5 "A" ---- WITH METAL FRAME 4 GRA TYPE 4 SPOKANE C...ouNTy 5TANDARp ToP or GRATE EL.s.v. 204'7.3 0. (.0 N- LL1 C.) < < > CC CC o'_1 4 RADE TO DRAIN TOWARD FoND A 462 I 8 0 2...6,2.3 \ N 89 25"E L 2:7.4G \ 89°58 215" E I . 1 1 / 4 II A4-7 _L zi EASEMENT ; _ 4Etgl TC. 2I I t 0.2 // 1 e p • ? s' ,1; (.; \ Dv' .? 4 3 0 0,, .S EA DRAINAGE /\ EASEMENT / / \ /Is- ) o , i sr- LoW CM) 1 / ' / CO (-END OF FIN. FLO0R. 2050.0 , tt LOT - 3 BUILDING 'C' BUILDING LCT 01 6' CHAiN-LINK FENCE F- 4 -- 125.99 -- 1-osq Pr. FLoOR 2048.0 ••■■• 11■111. ,,472 4r 1 • V.A.P. ‘ 462 BROADWAY c.o. - 47 ° j' 46,1q - rC- GRADE To DRAIN TowARD' PoiQD I os„ c` "CATALDO APARTMENTS" ASPHALT/ PARKING / / / LOT - 4 -- I 1 89 18"W % x47 x 41'3: DRAINAGE EASEMENT k-- sTREET DEDiCATION Ext-5T1NG 5' aim!) SIDEWALK 464g TC /- ;/-9(( FIRE DISTRICT NO. 1 APPROVAL DATE EX'a. CKAJNI - LINK FENCE t5 3 ASPHALT / / / / 0 LOT 2- )s PARKING BUILDING 'B' 4G?- FIN. FLOOR Z.049. 1 ASPHALT - PARKING (Trig.) r - v- ,,,0 •'<(' FzADE -ro DRAINI TOWARD POND 5" 1 I \ I 1 n \11 53 1 7 -- V - ---- - 1 Tey "0 in in - - Po D "A' 0 1 C ) e''' ' la co KI It 70 ,,t I U \ ' .Z _AT . 0 ' I I \1/47 1 . 47°-; 1 BASI 2.5 % x 47 Et 4 c-g 9 Tc 10' STREET DEDICATION (EXISTIN6) - - AVENUE PROPOSED PHASE 111 "v" [hi ASPHALT 2_5.00 (113y' ),/i-9 P2s'Iq'T.E/ 121: t7;,76 5 AREA G e - . 7 N .5" -2 aAlN 6 AREA 492 30' 1, .1( °' Le.-7 53 - 1 L .DRAIMAOE c. MET Cot4C. DRIVEWAY To e3s REmovE0 * 47- " PP 0 51 I -?EP 48 0 E1' ‘;( 5 101 4P 0 , ILI 2 Itt 4i3 1 2. -47 '3 ' PHASE 1 (198 5 ) x 52 EP A 50 . . 7 -g - TRAv. PT. 47 960 4e. -- FouND I f FZESAR WITH "MoORE" CAP EXISTING CoNC. DumP5TER. PAD ESS REMOVED ( $ 481- GLITTER 2O DRAINASE POND "6 FLooR, AREA = 340 so. FT. FLOOR eLe.v.. 2.047.3 4 SIDE s LoPes ISTING "208" Pot-.JD SPECIAL CUR-E5 INLET Wu VAULT C.o. PRooucT 0 1840 FLOWLINE Ei_ay. 2048. 10 (2."DR1'RE5siom) wart CONCR Come INLET, TYPE SPOKANE COUNTY STANDARD I_ 2_ Fr. SINGLE - 8 , NRRELDR-AVELL I TyPE wrrH METAL FRAME GRATE TYPE' 4 SPoRikNE CouNTy STANDARD TOP or GRATE Et-ay. 2.047.8 Too-SPEotAL CuRa WILSERT VAULT Co. PRoDuc_T 4 113.40 u1 FLowLiroa 2.046.63 (2."DEPREsstoN) vitTH Conac.R.E CuR5 INLET', TYPE .1- SPOKANE CouNTY STAmDARD L=' 2-FT. EACH "Z08 1JRAINA5E POND "A" FLooR. AREA 875 SC4. FT. FLOOR ELEV. = 2045. 4: I SIDE. SLOPES • SINC;LP BARREL. DRywaLL, "rim A wrrrt METAL_ FRAME GRATE, TYPE 4 Spot.c,\Nia COUNTY STANDARD ToP OF GRATE ELEV. 2.04G. 3 1 '1 iii 1 k t; i ; CtA;;',.■ti *1: '''''' POND ENTRY NORTH DEVELOPER'S APPROVAL PLAN VIEW: POND ENTRY ,u- ASPH ALT- EDGE OF PAV'T. OR BACK OF CURB LL 0 �I 0 LLI Ca UJO C? 0 P SLOpE- T CURB NLET, SPOKANE CO. S 3' >1 "208" POND : SECTION DETAIL AS PER PLAN, 3' MIN. VARIES -->-<• 4' MIN. 3' DATE 4" PORTLAND CEMENT CONCRETE ( DRYWELL "L"=2' MINIMUM OR AS SPECIFIED ON PLANS 4-1 48k So so . DEciouous TREE. EAsiN "A" BASIN 31.00 58958'25" / NOT TO SCALE DRkiWN BY CHECKED BY 0 ) 20 30 40 50 MM. MEI =11111 111111M11111111111 LEGEND SCALE IN FEET Lj 0_ DRYWELL GRATE UNE POND WITH GRASS SOD NOTE : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal) around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : • Pond floor elevation on plan is top of sod. EXISTING GRoUNID CoNiToLIR Ex ISM.* SPOT ELEVATIOM, OOT. = 5DeE oF PAvEMENT = FINISHED Spit ELVATiON1 RunioFF FLQW DiREcTioN 4 GRADE (SPARiciNIG AREA) = PoND FLcR. PER.imETER, 7oieN st °NIS. u...1 FEET - Ex`g, Co3IFER01_35 TRF-E 1DRAINAE 8A5IN BouNDARY - INTERIOR LOT LINES (4 LOTS) - DRAINAGE EASEMENT LIN1F BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE - "208" POND FLOOR SLOPE SOD TO TOP OF DRYWELL To BE REMOvED FRohl DEvELOPED AREAS BROADWAY PROFESSIONAL CENTER STORMWATER DRAINAGE PLAN SE 1/4 OF NE1/4 OF SECTION 16, T. 25N., R.44 EW.M. Founded 1946 mpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 D. N.C. DATE 1 JAN. '94 DRAVV1NG NO. PROJECT NO. DATE I 1 OF 1 • 12700 roJI o 1" PIPE WITH MUSHROOMED TOP "2.08 DRAINAGE POND t C FLOOR AREA = 1;045 5q. FT. . FLooR ELEV. = 204G .8 4:1 SIDE ' SLOPES CONCRETE CURB INLET, TYPE 1 SPOKANE C.OUNTy STANDARD L = 3 FT. LOCATE AT Low Po1NT SINGLE- BARREL DRYWELL, TYPE "A" WITH METAL FRAME + GRATE SPOKANE CoL -ry STANDARD 1 TOP OF GRATE EL.E.V. 2047.3 s .1 .0P OF FIRE HYDRANT ELEV.: 204 9. (ADD 2000 TO PLAN ELEVATIONS) TRAY. PT. 47 469 4B} 49 ? X4 ,9 4I 11 `69A>n, vs GRADE" TO DRAIN TOWARD 'FOND A 1 ===3= 1 46,11 TC �. - �--I2� 4 II I BASIN ..G 1 1 END OF 6' CHAIN -LINK FENCE amalmoomalif BUILDING 'C' FIN. FLOOR 2050.0 x 473 Pr. BUILDING W FIN. FLOOR 2045.0 Lo , 48? ._._ r i• v -.. f.-/--- Ext.STING 5" CURB 1 SIDEWALK - T - 463 TC BROADWAY x410? x 46 TG "CATALDO APARTMENTS" 6RADE To DRAIN TOWARD' POND L" " G, 49 ASPHALT/ PARKING v/ Ex!s. 6' CHAIN-LINK FENCE 475 ASPHALT / w3 , / 46B / C9 1 EXPIRES 7/17/9r x /6 o FLOOR 2.o49. PARKING -49 'J SA51N 'C" 7 - BASIN "B" GRADE To 17RAIN TOWARD "POND 5 -- - BUILDING 'B' FIN • tg 1) B.A.SIN SIN PARKINC-r. 2.5 x 475! to PROPOSED PHASE 111 W ,, �_ 301 r "Z - EXISTING CONC. DRIVEWAY To BE REMOVED AVENUE _ 10' STREET DEDICATION 49 3G' x 4-9 - _ 5215 ToP RRT,E WALL i I x 52 32 EP I \. I IN \ 52 - EP \ ExI5T1NU CON( DUMP57ER FAD x 5!9 9 EP Tb BE REMOVED 4'S 2 P 1 AREA 4; 48 ?AEI- PHASE 1 (1985) ® �TZ TRAV. PT. 4.7 47 0 5 - J 47 96CP . 4"3- U- - - 4c>5.2 -rd ALtZ6ALo NDSPI. ukrt FouND V2' REBAR wrrH "MooR.E CAP 50 GuTIER ( I�15 G UTTER X 56 GUTTER ALLOW FOR. DRAI E TO A 5" EXISTING P OND DRAI NASE Pomp •• B „ FLooR, AREA = 340 sq. FT. FLOOR ELEV.= 204'7.3✓ 4 : I stns SLOPES TWO - SPECIAL CURB INLETS "208" 1D. RAINA Pow) "A" FLOOR AREA = 875 so. F. FLOOR ELEV. = 2.045.13" T 4: 1 sins SLOPES / E.Ct►14Ee5 Milt'' ►►.1ou::.xr. 60 gi,Q,sAr>( p c ,-re o. 1, La A.14•( C.D.SE A. ToTD.I•- of 34 V'ret)r -t Cf - WE>2L4 J& u&eLS -Cv roE t plcc. Pao\''Qs 11 t,EeT. 14"146 KLAN SPECIAL CURS INLET WIDB1RT VAULT CO. PRODUCT` 1840 GUTTER FLOwLINE EL■/. 2048, 10 (Z " DEPRESSION) wrTH CONCRETE CURB INLET TYPE �.. SPOKANE CouNTy STANDARD L = 2. FT. 51 NeLE - 6ARREL DRYWELL T PE A w1TH METAL FRAME GRATE - IN Pe- SPOKANE Cot-4 STANDARD Tor of GRATE ELEV. 2047.8 5INLE BARRELDRYWELL, TYPE A" WITH METAL FRA - E 4. G-t RATE, -EE ?J - 1 1 +(P6 4 5 POI<At lE GOL1NTy STANDARD Toe of GRATE ELEV, 2.04.G. 3 s/ ✓ �- "D.1-1(2.1 POND ENTRY NORTH ,r,21 41 ,t Alf 1 t 1 r SL OPE . 111/90 LIC(41 CURF3 INLET, SPOKANE CO. ST PLAN V POND ENTRY ASPHALT-- i - I� � EDGE OF 'A. V'T. OR BACK OF CURB 0 P A ILSE VAULT CO. PRODLIC_T 4" 1 4 0 / GUTTER FL.OWLINE F -L.EV. X046 (2'aEPRF V WITH CRETE cUR1i INLL�1 sPOKANE CouNTy STANDARD L. 2. FT. EACH NESt 1 /�.M A,.S50 - t )4 1ND0, z- w ILA.. BS - MI 6 r�Acac ,� -uer µere /14416.5--5 0 .3.1,1 a N ta15G rte l.�. N4t,4.4 . 6 ft 11t W ILD g 1,108?O - ' 208 POND : SECTION DETAIL AS PER PLAN, 3' MIN. 3' DEVELOPER'S APPROVAL DATE ORIGINAL PROJECT # Is UDR?.. SUBMITTAL 1# I 4" PORTLAND CEMENT CONCRETE "L " =2' MINIMUM OR AS SPECIFIED ON PLANS x 48 RETURN TO COUNTY ENGINEER BASIN " A " " BASIN -- - PP0\? 1D€; ,►1 L�:Sr£1yZS `TAE �j CL) � ivJt.1E n 5A-s_ S POo v 1 D� Lo-l' P L.A OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE E P = EDGE of PAVEMENT = FINISHED Spar ELEVATION - = RL)NOFF FLOW D1REt:..TION 4 GRADE (' PARKIN( AREA) 0 20 30 40 50 NOT TO SCALE v< 01 „ � ea t �� � l t aES o 1.1 -1 Q A tJ - 0 0 I4_ L.L. 0 z 0 12 a_ VARIES �--< DRYWELL GRATE ( DRYWELL \ 't 1 L 1 NOTE : All drywells shall be installed with filter fabric (AMOCO #4545/or approved equal around the Drywell 0 and between the Drain rock and excavated lateral ground. NOTE : Pond floor elevation on plan is top of sod. LEGEND EXISTING GROUND CONTOUR. Ex ISTIt.1 SPOT ELEVATION OGT.'95 = PoND FLOOR PeuMErEZ DIMENSIONS IN FEET EX`G . 17. E clDuous TREE U - Ex`s CoNIFEROSTREE DRAWN BY CHECKED BY. SCALE IN FEET '- DRAINAGE BASIN SOuNDARR BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE D. 4' MIN. I) •1 .11_. •, Is �G t ..� P E O 144 tI'.) "208" POND FLOOR \ SLOPE SOD TO TOP OF DRYWELL �, � ♦ E . :►. 0p..� 'r 1. :�D4 14.0 U' . 11. RECEIVED toy 1 2 1999 SPOKANE COUNTY ENGINEER .. I v,_/ . S Po ^r - To SLUE,L11. ■ E T-o: 0c' F13JAeL.L Pao.) ► of '1>cY v t--t E a- xC4-t' ► 1. t . TDEMOIas ► fzA-- -t'11�c, ! 1+L At r� E c: ■ AJJ TJ #42O, AAt>J Ac i-rr 20 pewsy c..3 W �-& o F 1✓V NJ O FFt 6 - T 5w At.ie, O tL BROADWAY PROFESSIONAL CENTER STORMWATER DRAINAGE PLAN SE 1/4 OF NE I/4 OF SECTION 16, T. 25 N., R. 44 E.W.M. Founded 1946 impson Engineers, .Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 D.H.C. DATE I0/93 (DRAWING NO. 'PROJECT NO. DATE 127(1) 12700 5 ��b►�=��,� PLAN VIEW: PROFILE: DETAIL: GUTTER DEPRESSION . Coma. CURB INLET, • • TYPE 1. • 2' 2. - SLOPE BREAKS "1:'+ L :4- CuRBLINE A5PHAL-T 'TOP OF CURB GLITTER FOUND 1 PIPE WITH MLISHRcoNIED TOP ELEV. : Z049. 93 DRAINAGE EASEMENT "208" DRAINAGE PoND FL-oaz AREA = 1,045 sp. FT. FLOOR ELEV.= 204G. 4: SIDE SLOPES CONCRETE CURB I NL-ET, TYPE 1. SPOKANE COUNTY STANDARD L= 3 FT. Lor.A AT Low Poi r-rr 5 INGLE. BARREL. Dgyvtiet_i_ WITH METAL FRAME + GRATE TYPE 4 5 F'0KANE COUNTY STANDARD TOP OF GRAT ELev. 204'7.3 TE31v1 : - TOP OF Fl RE HYDRANT 47 I - 1 - RAv. PT. ). 49 0 \I - ■st 1 4. 11 / 1 ZG. 2.3 t4 89°58' 25"E 2."7.4G NI 65°58 ZS" E . 15 TO DRAIN ToWARD , I"FOND A 4, I in I (.9 - , t Z 111 tf) 1,1 11.1 LU / (f) (ADD 2000 TO PLAN ELEVAT IONS) \_ \ 0 0 , DRAINAGE EASEMENT •BUILDING 'B' 4 I / 4 11 ft ,14 it ' ,II ( --DRAIE -L----I-L__I EASEMENT -- 21 1 END OF (' ' CHAiNt-LiNK FENCE -- 12E3.99 -- LOT - 3 BUILDING 'C' FIN. FLOOR 2050.0 / ((t) BUILDING FIN. FLOOR 2048.0 LOT - x 472 ( ' GRADE To DRAIN TOWARD PorQD ASPHALT/ PARKING "CATALDO APARTMENTS" / / , L.0T -4 Gc, -- I 17.70 - vs 89 iEs 18 I in I 47P- I 4 5 DRAINAGE E65EmEnrr 4.1 x472 4' STREET IDE Exi5TiNQ Cr SIDEWALK -rc FIRE DISTRICT NO. 1 APPROVAL DATE 4 N v/ EX'G. 6' CHAIN -LINK FENCE 1 AS PHALT 9_ / ASPHALT I 0 ,A9 € Low Pr. 1 -co te tu 3 464g / so PO "A' 49 t RADE 'DRAIN .r JARD " PO-SD ""- / 1/ LoPrP _ _ 70 .; 11 ) 53 - 2.1 % V 1N ASPHALT PARKIN1 2. 5. 00 (09/ et, N 5955'Z5 EAsiN C" BASIN "t3" in trt BAsu E; 9Aslt, ■ 2_22 CD -- S- NA/ 15:2: PARKINe AREA &: -- Low,Fr. /4 _ 0■111 .1■111 AVENUE PROPOSED PHASE 1 PHASE 111 (198 5 ) 49 9 „ 49 - • - •■• 4 TC /0' STREET DEDICATION (EXISTIN6) - - - ; Tor PP. TIE WALL • so' 10 1 DfZAINAGE - - Ex15 CoNC.DRivEWAY To BE REMOVED 2 EXISTING CONC. DLImrSTER. PAD xEc22Ep To BE Pr...mov50 51\ EP 50 7-4 T RAV. Ft / L- 0 49 f x szP f • \- 4'7 ------ - - 4 6.V 2 TC, --.1- Foutsup I /2, " RESAR wrni "MooR.E“ CAP t it 9 4 - § atirr9R. Ext5TiNG "208" PoND "208" DRAINAGE Pomp " " FLooR. AREA = 340 sq. FT. FLOOR. ELV. Z047.3 4 : I SIDE 5 LOPE5 SPECIAL Cu RIES INLET WILBERT VAULT CO. PRODLICT 4. 1540 FLovoLINJE EL.a 2.048. tO (2." p9PREsslot4) w ITN CONCRETE CURB TYPE: SPOKANE CouniTy STANDARD, L. = 1 FT 5 ftL8 - eAtz.REL az-AA/ELL, TypE wiTH METAL- FRAME #, &KAT., TYPE 4 SPoKANE CoLINTy STANDARD To oF GRATE ELEV. 2047.8 Two -5 PEC IAL CURB INLETS WILBERT VAULT Co. PRooliCT 4. 1840 nu FLoWLINJE ELEV. 2o46 .63 (2.”PEPR.F_ssioN) WITH CorQc.R.ar CURB I NLET, Type: 1 SPOKANE CouNTY STANDARD L 2. FT. EACH " z_ 0 8 " DRAINAGE Po NID " A " Ft-ooR AREA 8 sc. FT- FLoaR. ELEV. = 2.0 46. 4: 1 SIDE $t-0r8 SINGLE BARREL-DR-W.1P( , TYPE A Wrrit 4Er,L. FF.6.ma 4. GRA 4 SPOKANE cout...my STANDARD ToF OF GRATE ELEv. 2.0.4G.3 tt POND ENTRY DEVELOPER'S APP PLAN VIEW: POND ENTRY ASPHALT EDGE OF PAV'T. OR BACK OF CURB taw NORTH • •41 f As. ■■■■■: 411I 4/54I t .ft tt tteC,O,tt LL. 0 < < CO Li 0 < Q- La.1 Ca 0 (X 0 D W 0 sLop et, CURB INLET, IDE) SPOKANE CO. S 3' 1 , 1 rt 208" POND : SECTION DETAIL AS PER PLAN, 3' MIN. 3' ! • , . --wroso OVAL DATE 4" PORTLAND CEMENT CONCRETE "=2' MINIMUM OR AS SPECIFIED ON PLANS (512) % 50 50 EASIN "A" BASIN 3 I. 00 5 89°58 80 NOT TO SCALE VARIES DRYWELL GRATE (DRYWELL \ ) 0 20 30 40 50 LEGEND SCALE IN FEET BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE 4 ' UNE POND MTh GRASS SOD MIN. "208" POND FLOOR SLOPE SOD TO TOP OF DRYWELL NOTE : All drywells shall be installed with filter fabric (AMOCO #545 or approved equal) around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : Pond floor elevation on plan Is top of sod. EXI5TINIG GRouND CONTOUR. =-, EX !STING 3PoT ELEtvATIoNl OCT. Fp EDGE OF PAVEMENT = FINISHED Poi ELEVATION RuNoFF FLov.../ ID I RF_CTIoN 4 GRADE (4. PARKING AREA) =_ - PoND PER.IMETER, i71AE•JS(0 EN FEET ▪ Ex.'e . DEciDUoUS TREE To BE REMOVED FROM DEvELOPED AREAS - X`G, CoNiFERoLIS TREE ID RA I NA E BASIN 80uNDARY 1 NTERIOR LOT LINES ( 4 LOTS) DRAINAGE EASEMENT LINIES BROADWAY PROFESSIONAL CENTER III STORMWATER DRAINAGE PLAN SE 1/4 OF NE 1/4 OF SECTION 16, T. 25 N., R.44 E.W.M. Founded 1946 t5impson Engineers, Inc. CIVIL ENGINEERS 8c LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 DRAWN BY D.H.C. DATE JAN. '94 DRAWING NO. PROJECT NO. CI-IEq<ED BY DATE 1 OF 1 12700 DETAIL: GUTTER DEPRESSION /: FOUND 1 PIPE WITH iMuSHRODMED TOP CURBL I NE __ ASPHALT L:T GUTTER o V TRAY. PT. 'r.a1NAGE ✓\SG 1N"T --�� "2-08" DRA1NA.6E POND G F1 <7•R AREA = 1,045 50. FT FLOOR ELEV. = 2.04 8 4: 1 SIDE SLOPES CONCRETE CURB INLET, TYPE ,. SPOKANE C.oUN STANDARD L = 3 FT. LOCATE AT Low Po1NT TBM : TOP OF Ft RE HYDRANT ELEV. : 2049. 93 (ADD 2000 TO PLAN ELEVATIONS) A 0 483 0 r 4 SINGLE - BARREL DRYWELL, TYPE "A" WITH METAL FRAME + I�RATE, TYPE 4 SPOKANE COL)NTy STANDARD TOP OF GRATE ELEV. 2047.3 4 11 fc - I Z ;.13 I 89 ° 58'25 "E 0 .4 .1 0 W Lu U co o � cc ` ^ c5 ° 53 ro E 47= x 1 • RADE TO DRAIN TOWARD I' FOND A" 4L9 I Ill 1 _ 1 EN,..) OF 6 CWUN -LINK FENCE LOT - 3 BUILDING I C I FIN. FLOOR 20 SO.0 I's• �. IC • i I .4 is •cRAIhA+GE- ; E.A3EMENT LOT - 1 -- 12.5.99 - -- Y x4 7 2 1 11 BUILDING A FIN. FLOOR 2048. I Ic.o. ��. A-A-Je_. T)' J (37C.,_ (-1--re. 7 Ni 44? c.a - 4 2 w BROADWAY GRADE To D A4 l T ^W/A Q t� ^NU ASPHAL. / PARKING / • 47 = "CATALDO APARTMENTS" -- Ii"7.70- 5 89 ° 3G' 18 "W / LOT - 4 \ • 5 FIRE DISTRICT NO. 1 APPROVAL DATE 9 4 4' STREET DEDICATION Ex:. r1 N!. Jr ' C.LJRB SIDEWALK t�T'S 7 . 0 A 44Q2 TC 5 /"` 18 47 5 x 0 EX z. G CHAIN -LINK FENCE (o / /� 1/51° /� J I M O I N ASPHALT / PARKING / / LOT - 2, DRAINAGE EA5a E.k.IT / 1 F BUILDING '8' FIN. FLooR 2.049.5 X 48° POND 'AL 2. I 7. °\ 513 . : ;. � ::11 ,49`1. 1 sr. `CEP N S9 °58 z5"E I _ \sl•a I .-. 3 1.00 ' 1 (I 72 ) SS. -- PARKING 2 , 5 7° x 47 `- • % 1 PROPOSED PHASE 111 N ASPHALT AREA fr 4 9 Pr - f 0 22 ■ AREA t tom--- - 3 6' 11 - 47 '1Y I - DRAINAGE - 1x 47 1 1 U I 4453•0` 70 ' -- --f 4 C' - - - (- CON(., DRIVEWAY To SE REL -1OVED „ i { 47= .: r I. 1 _ AVENUE I T 47°- PP 44.g°- 10 5 DEDICATION y4 (EXISTING) PHASE 1 (1985) x 4.9 5 z T°, RR TIE WALL �Za cl soT3 e TRAV P7 ,4S T 1 1 eP i Foomp I /2 REBAR wrrH " Moc .E CAP EXISTING CONC. CUMPSTER PAD TO SE REMOVED 4 u rrE / `emu r7ER EXISTING PoNLD "2-C8" DRAINAGE PoNJD "6 FLOOR AREA .= 340 5p. FT FL.mR ELEV. = 2047. 3 4 : 1 SIDE SLOPES SPECIAL CURB INLET WILOER-r v,'WLT CO. PROOuCT' IPAo au -rE• Ft-ON/LINE ELEV. 2048. 10 (2" DePRE- " ) W1714 CONCRETE CURB INLET TyPE 1 5POK.wE COUNTY STANDARD = 2. FT 5 I NGLE - BARREL :JR'yW LL, TYPE A wITH METAL. FRAmE #• GRATE TINE 4 SPDN.ANE CouNTY STANDARD Tor OF GRATE ELE \/. ZO47. - --Y -- Two - SPECIAL CLA.5 In11_E75 WILBERT VAULT Co. PRooLC -r 1840 \ c uT7EU FLDWLINE E4.EV. Z04c (Z � "DFFCS(ONJ WITH CONCRETE CURB I, TYPE .1 SPOKANE COUNTY 5 TANDARD L =' FT. EAG-I - .. 2.08 " (JRAJNAGE Po NIA FLOOR AREA = 875 5q. FT. FLOoK ELHV. = 2045.5 4: 1 SIDE SLOPES SI me.4 F SARRELDR7■EL _ TYPE A wrn4 M6rAL FRAME 4- GRATE, TYPE 4 SPOKANE CouNTY STANDARD TOP' of GRATE ELEV. 2.046.3 • POND ENTRY 1 SPOKANE CURB INLET, l'nnlc�RF CO. ST PLAN VIEW: POND ENTRY ASPHALT / 3' "L" =2' MINIMUM OR AS EDGE OF P,',.V'T. SPECIFIED ON PLANS OR BACK OF CURB NORTH J w n 0 C12 0 1 -4 AS PER PLAN, 3' :i • 3' , • >s • DEVELOPER'S APPROVAL DATE "20g' POND : SECTION DETAIL cc 0 0 0 z O a_ MIN. VARIES zA { { 4" PORTLAND CEMENT CONCRETE 48 z 5o So ^�7 SAS IN ° A" 13A31N .. 31.00 5 89 ° 58z5'w NOT TO SCALE DRAWN BY CHECKED BY 0 20 30 40 50 �i�W11ilYIJ�YiIJtilaiwlY 'I'lYl'�y''8 DRYWELL GRATE DRYWELL 1 SCALE IN FEET \ SLOPE SOD TO TOP OF DRYWELL NOTE : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal) around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : Pond floor elevation on Tian.. ' top of sod. LEGEND = EXISTING GROUND CONTOUR EXISTING SPOT ELEVATION, OCT. 93 EP EDGE OF PAVEMENT = FIN ISHED S R?f ELEVATION = RuNOFF FLVV1 DIRECTION # GRADE ( PARKING AREA) PoNO F REZIMET D IMEN I FEET = ExG . DECIOUOUs TREE- - Ex'G. CoNIFexous = D BASIN BouNDARy - I IJTERIOR LOT LINES (4 LOTS) = DRAINAGE EASEMENT LINES BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE 4' MIN. UNE POND WITH GRASS SOD "208" POND FLOOR To BE REMOVED F?ZOt•I DEVELOPED AREAS BROADWAY PROFESSIONAL CENTER BI STORMWATER DRAINAGE PLAN SE 1/4 OF NE I/4 OF SECTION 16, T. 25 N., R. 44 E.W.M. Founded 1946 s impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 D. H.G. DATE JAN. '94 DRAWING NO. PROJECT NO. DATE ' 1 OF r 12700 .... , . ,.. ...... .,. , .. \ 5 KNOW ALL MEN BY THESE PRESENTS, that Layne D. Hinckley and Lynda R. Hinckley, husband and wife, Michael A. Trantow and Lynn K. Trantow, husband and wife, Michael W. Silvey and Clare Silvey, husband and wife, Richard G. Brautigam and Lynda M. Brautigam, husband and wife, Robert G. Wendel and Michele C. Wendel, husband and wife, have caused to be platted into Lots, Blocks and Common Area the land shown hereon, to be known as BROADWAY PROFESSIONAL CENTER III, being a Planned Unit Development and a replat of a portion of Tract 76 of OPPORTUNITY, located in the NE 1/4 of Section 16, T. 25 N., R. 44 E.W.M. and described as follows: The West 195.70 feet of the S 1/2 of Tract 76 of "OPPORTUNITY', as per plat thereof recorded in Volume "K" of Plats, pages 20 -23. EXCEPT the South 10.00 feet as deeded to Spokane County under Auditor's No. 8505140214. Situate in the County of Spokane, State of Washington. The private roads and /or common areas shown on this plat are hereby dedicated to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION created by document recorded August 28, 1985 under State UBI number 85082802-Z7 The Private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary without express approval by Spokane County, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. The County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. The private roads and drainage easements are subject to the seperate DECLARATION OF COVENANTS as recorded Feb. 2, 1994 under Auditor's Document No.9402020396 which by reference is made a part hereof. Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or Binding site plan, and the applicant shall 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. WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise 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 obbligation 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, maintain or 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(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein. A public sewer system will be made available for the plat, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. Use of private wells and water systems is prohibited. The plattor does hereby dedicate 4 feet additional right of way along Broadway Avenue. Access for BROADWAY PROFESSIONAL CENTER III is via a private ingress and egress easement as recorded 5/2584 -under Auditor's Document No. 9405250353 which by reference is made a part hereof. No direct access to Broadway Avenue from any lots, common areas or private roads shall be allowed. 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 to the BROADWAY PROFESSIONAL CENTER OWNERS ASSOCIATION or successors in intrest. The owners of Lots 1, 2 and 3 Block 3 shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over & across the property. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. Utility easements shown on the herein described plat are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of utilities. Together with the right to inspect said utilities and to trim and /or remove brush and trees which may interfere with the construction, maintenance and operation of same. Any Building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building fort a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoffs routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by, the County Engineer's Office prior to construction of said revisions. IN WITNESS WHEREOF, the aforesaid owners have caused their names to be hereunto subscribed this ®�' day of d' � �d1, , 1994 • r • LAYNE D. HINCKLEY 1 7 \ � 4 . f ) MICHAEL A. TRANTOW ROBERT G. WENDEL • � G / li RICHARD G. BRAUTIGAM MICHAEL W. SILVEY DEDICATION • • LYNDA R. HINCKLEY :, . LYNN K. TRANTOW MICHELE C. WENDEL • ' • • LYNDA • M. BRAUTIGAM CLARE SILVEY ff ji. tzg 14 I Address for "BROADWAY PROFESSIONAL CENTER lir is 12109 E. Broadway Ave. 16' Future Aquisition Area Found County Spike & Washer 4' Street 16'x75' o 'io o 15' /70 0 2t —o, P _o/ o / I 1 58 ' 25 " E /I 4 1) > 11O .• "E V27. Sewer Easement N89'36'18 "E CHARLES E: SIMPSON P.E. & L.S. 9967 My commission expires � O G G� P AP , \Y�' G \I — Found 1/6" Pipe as per plat BROADWAY PROFESSIONAL CENTER I Accepted as NW cor S 1/2 Tract 76 N89'38'22 "E 195.70' 128 99' 66.71' 3 Building Setback \\ Building Setback ti / DP ) 1' +` . Q, P / 'c o {� ix / Q 4i' 7 / / 10' Utility Easement '.jaoo• , i� X fie W 53.00• , 57 % T T 7 � „„ r7/ —/ ::// 7– /: - / / / / / �„ M/ / / / / / _ N _ p� 117.70' �� j �y ''7T � % / ° S89'36'18 "1 2s.35 -' `en _, r i , 1 95.70' ° ? L / S89'36'18 "W 1 195.70' Dedication Drainage Easement SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) On this - 7 day of 77 . 1994, before me personally appeared LAYNE D. HINCKLEY, LYNDA R. HINCKLEY, MICHAEL A. TRANTOW, LYNN K. TRANTOW, ROBERT G. WENDEL, MICHELE C. WENDEL, RICHARD G. BRAUTIGAM, LYNDA M. BRAUTIGAM, MICHAEL W. SILVEY, CLARE SILVEY, as the individuals who executed the within and foregoing instrument and acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. / 1 /' // Notary Public in and for the State of Washington Residing at Washington 1' 1992.01' 2 ' w / 10' bJ U, '° To o M • o p .— 8 ,N - I ` / /4 Drainage Easement 15 10 f 2 Building Setback N 89'58'25 "E 25.00' ke,. - s •o /" N om - — — X e � /M 31 .O0'< S89 "W EP I 0 -o CA TALD O Found 1/2" rebar w /yellow cap stamped "MOORE 18091" Accepted as corner. I ' Access Easement ti G J i L— BROADWAY AVENUE AVENUE NORTH LINE OF TRACT 76 EQUIPMENT &PROCEDURE A Nikon DTM -1 Total Station, and a Field Traverse were used for this Survey. NORTH LINE OF S 1/2 OF TRACT 76 LEGEND o 1 = Set 1/2" rebar cap No. 8642/9967 or as noted • = Found 1/2" rebar cap No. 8642/9967 or as noted = Subdivision Boundary = 4' Access Easement for Broadway Professional Center — — — — = 10' Building Setback Line & Perimeter Setbacks — 10' Utility Easement BASIS OF BEARING GRAPHIC SCALE (IN FEET) 0 25 50 100 ' =50' The Bearing of N 89 °36'18 "E, along the Centerline of Broadway Avenue, as per "Broadway Professional Center T', was used as the Basis of Bearing for this plat. NOTE : Information from "Broadway Professional Center T', was verified and used to establish boundary of this Plat. 1 SOUTH LINE OF TRACT 76 Found Copper Wire in Monument Case R.P.S: Found X in Sidewalk N25'W 72.09' Found X in Sidewalk S25'E 70.93' Found PK in Mastic N40'E 60.06' AUDITOR'S CERTIFI ATE - Filed ' c o this ��d f o_/!'� 19 4-' at for ,., 'i-- M rd in Booki f PI tP / 1P e-. ` at the request of �-� County Treasurer County Assessor /tc,2 FINAL PLAT OF COUNTY OFFICIALS COUNTY TREASURER hereby certify that the, required taxes ,_on the herein platted land have been. paid this PiK day of .7 _. _:.0 - .__...:Y_Q , 1994 COUNTY ASSESSOR Examined and approved this COUNTY ENGINEER , Examined and approved this day of .6/- - 1 County Engineer UTILITIES DIRECTOR 4 . Examined Qnd approved this 21 ' day of Utilities' "Director Commissioners Chairperson Lot 1 Block 3 Lot 2 Block 3 Lot 3 Block 3 Lot 4 Block 3 day of PLANNING DIRECTOR 1 Examined and approved this day of —.. - c am_, Planning Director ( L• LOT AREA HEALTH OFFICER ' Examined and approved this a y of 4- - , 1994 f . ° ✓,°,..� ,I . Health Officer ,I • SPOKANE COUNTY COMMISSIONERS This Plat was approved and ccepted by the County Commissioners of Spokane County, Washington on this ' a day of % ° 1994. • 'Y'l�F•�st 9,613 sq. ft. 8,811 sq. ft. 7,926 sq. ft. 33,649 sq. ft. BROADWAY PROFESSIONAL CENTER III A PLANNED UNIT DEVELOPMENT IN A PORTION OF THE NE 1/4 OF SEC.16, T25N, R44 E WM SPOKANE COUNTY, WASHINGTON Founded 1946 g Z5/ , 1994 , 1994 , 1994 , 1994 A Via✓':. .. t§impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARGONNE ROAD, SPOKANE WA„ 99212 -2789 PHONE (509) 926 -1322 FAX (509) 926 -1323