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2001, 10-30 Street Construction Plans, Final Plat MapJ:LLaed Projects\S0004701dwplsl 7' TSCHIRLEY RD. STA 10+50. 14.5' LT. TYPE 1 CONCRETE INLET TC EL. - 2034.41, RIM EL. = 2033.99. NOT PART I 1 OF PROJECT L. I. •) Imo% 7.-,A STA 11400, 24' LT. TYPE'R DRYWELL RIM EL - 2032.50. /STA 10+50, 14.5' LT. TYPE 1 CONCRETE INLET TC EL - 2034.49, RIM EL - 2034.07. '-7 LF. OF 10 HOPE S=0.0100. IE(N)=2032.00, 1E(5)=2032.07. PL POND 001TOIJ ELEV-2032.00 TYPE 0 ORYWELL RIM 1REV=2032.50 ALLAH BLOCK RETAINING WALL UNITS TOP OF WALL ELEV-2034.00 POND CROSS-SECTION A -A N.T.S. CORBIN LANE 218' STA 11+60, 24' LT. TYPE B ORYWELL RIM EL = 2032.50. TRACT 'A' POND DETAIL 1"=20' POND BOTTOM ELEV. - 2032.00 POND BOTTOM AREA = 5,917 S.F. REWIRED '208' VOLUME - 1,533 C.F. PROVIDED '208' VOLUME - 2,976 C.F. PROVIDED STORM VOLUME = 12,058 C.F. MIN. BERM ELEV. = 2034.00 CL 2.5% MM. LJ Z 0 N STA 10+43, 1251' LT. TYPE 1 CURB INLET TC EL = 2034.34, DROP EL - 2033.84. %TRACT C---,_ BOUNDARY OF FLAT LEVEL POND BOTTOM 6 TRACT 'C' POND DETAIL • . STA 11+50, 12.5' RT. 'TYPE 1 CURB INLET 7C EL - 2035.95, DROP EL - 2035.45. 20' POND BOTTOM ELEV. = 2034.81 POND BOTTOM AREA = 343 S.F. REWIRED '20B' VOLUME = 174 C.F. PROVIDED '208' VOLUME = 226 C.F. PROVIDED STORM VOLUME = 226 C.F. MIN. BERM ELEV. - 2035.98 STA 13+50, 19' RT TYPE B ORYWELL RIM EL - 2034.06 CORBIN LANE L - 31 75' -.__ -I-- R=23.50 __ _�-Y ' /rE TRACT D am.+1 /Z�.._i..- '••3:1 0342035-' i le - -2036- I 11 TRACT 'D' POND DETAIL 4 BOUNDARY OF 1 FLAT LEVEL . POND BOTTOM 1'=20' • COUNTY DATUM BASED ON DESIGN INVERT ELEVATION OF 2034.54 ON MANHOLE N0. 7 AND FOUND SURVEY CONTROL POINTS EST. BY 1PE FOR 8th AND LONG SEWER DESIGN IN 1994. POND BOTTOM ELEV. - 2033.39 POND BOTTOM AREA = 1377 S.F. REQUIRED '208' VOLUME = 1038 C.F. PROVIDED '208' VOLUME = 1072 C.F. PROVIDED STORM VOLUME - 1521 C.F. MIN. BERM ELEV. = 2035.54 C3) 7 LF. OF 10' HOPE S-0.0100, IE(N)-2032.50, IE(5)-2032.57, STA 12+75, 14.5' LT. TYPE 1 CONCRETE INLET TC EL = 2036.21, RIM EL - 2035.79. DRYLAND GRASS SEED MIX SOKANE COUNTY PUBLIC WORM. RBRLMRY 1998 GRASS SEED: PROVIDE FRESH, CLEAN, NEW CROP SEED COMPLYING WITH TOLERANCE DF PURITY AND GERMINATION ESTABLISHED BY THE 066104L SEED ANALYSIS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF GRASS SPECIES AND PERCENTAGES AS FOLLOWS: 20 PERCENT 20 PERCENT 45 PERCENT 15 PERCENT ELXA PERENNIAL RYE DURAR HARD FESCUE COVAR SHEEP/FESC::E REUBENS CANADIAN BLUEGRASS PROVIDE MIXTURE COMPOSED OF CRASS SEED AND FERRU2ER IN PERCENTAGES A5 FOLLOWS: CRASS SEED: 90 LBS. PER ACRE FERTILIZER: 16-16-16 TIMED RELEASE COMPOSITION, 300 LBS. PER ACRE. ALL SEEDING OF SLOPES SHALL BE DONE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATIONS. SEC. 8-01. W Z -J 0 Z CV TSCHIRLEY RD. POND 4 DETAIL -=20' STA 11+48.81, RT. TYPE 2 CURB INLET TC EL - 2033.813. POND BOTTOM ELEV. = 2032.83 POND BOTTOM AREA = 360 S.F. REWIRED '208' VOLUME = 273 C.F. PROVIDED '208' VOLUME = 309 G.F. PROVIDED STORM VOLUME - 449 C.F. MIN. BERM ELEV. = 2034.0E 5"OIV,4L COUNTY ENGINEERS OFFICE O1R(XAL PUBLIC DOCUMENT ORIGINAL CONSTRUCTION PLANS PROJECT#: P1010 DYNE ACCEPTED. 03-544 01 ACCEPTANCE EXPIRES' 03-061 PROJECT LANE MILES PUBIJC• D PROJECTLANENDT0cu.�PI AIA EARREO RECOID DRAWINGS, 'AS S LILTS ARE RE0111NFo/PICA TO COUNTYACEPTANCE AND DITABL"HMCNTOrTNE ROM. MO OW MIME FACILITES FOR MAINTENANCE. PEP4FTREOUIREOI (50914TFO600 NO111Y PERMIT ENGINEER 2 B161MC98 UAW) PIROHTOCON811UGNON u ZZ STA 11+61.09, 20 RT. TYPE A ORTWELL WITH 50UD UD RIM EL = 2034.00. 10 L.F. OF;'9b' HOPE S --0.0100. IE(W) - 2029,00, IE(E) = 2029:10. STA 11+57.10, 28.34' RT. TYPE 1 CATCH BASIN RIM EL - 2033,50 INSIL ORGANIC CARBON TESTING 15 REQUIRED FOR THE TOPSOIL IF THE ORYWELL GRATE IS GREATER THAN 0.5' ABOVE SOD TOP OF BERM ELEV... TOP OF CURS ELEV. + .20 FT. 3 MAX NOTE DRAINAGE EASEMENT AS SPECIFIED ON PLAN RAINAGE STRU5TURE 1.5' S00 ON TOPSOIL. 50D - INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE GRATE PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE ORYWELL BARREL * IF TWO OR MORE CURB INLETS ARE USED. SET POND BOTTOM WITH RESPECT TO THE LOWEST CURB INLET GUTTER ROWUNE ELEVATION SECTIONAL VIEW TYPICAL "208" POND WITH DRAINAGE STRUCTURE TOP OF BERM ELEV.= TOP OF CURB ELEV. + .20 PT. STA 16+75, LT. 6' WIDE, TYPE 1 CURB INLET TC EL = 2039.41, DROP EL = 2038.91. BOUNDARY OF _. FLIT LEVEL POND BOTTOM WARNING THE USE OF SILTY LOAM IS PROHIBITED FROM USE AS A POND BOTTOM MATERIAL. NOT TO SCALE NOTE: ORGANIC CARBON TESTING IS REWIRED FOR THE TOPSOIL IF GUTTER TOWLINE IS GREATER THAN 0.5' ABOVE 50D DRAINAGE EASEMENT AS SPECIFIED ON PLAN 1.5. 50D ON TOPSOIL, 50D INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE * 6 TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM MATH TOPSOIL RESPECT TO THE LOWEST CURB INLET GUTTER FLOWUNE ELEVATION POND BOTTOM GRADED POND BOTTOM EASEMENT OR R.O.W. 2" DEPRESSION NORMAL GUTTER LINE SECTIONAL VIEW UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 0. 1Y10 BUSINESS DAYS BEFORE YOU DIG EASEMENT 0R R.O.W. 2' DEPRESSION 1 NORMAL GUTTER LINE 3:1 GUTTER FLOWLNE CURB DROP OLLED CURB A: GUTTER CONCRETE APRON 4' THICK P.C.C. 1'-3' TOPSOIL ON GRADED POND BOTTOM GRADED POND BOTTOM 1.11'-1.28' BELOW EDGE OF ASPHALT GUTTER FLOWLINE 9 CURB DROP CURB & GUTTER CONCRETE APRON 3:1� 4' THICK P.C.C. 1"-3' TOP GRADED ON 71'-.88' BELOW GUTTER FLOWIJNE TYPICAL "208" POND WITH OUT DRAINAGE STRUCTURE NOT TO SCALE STA 17+00, 24' LT,- 240 I" .----- RIM a DRY2ELL TRACT E \RIM EL - 203Z33. _ 3RD LANE ' HOPE ''5=0.0050,IE(N =20 S-2036.90. 6' PVC IRRIGATION CONDUIT TRACT 'E' POND DETAIL l'=30' 12• THICR RIP RAP i SPLASH PAD.in MIN SIZE 2'. MAX G. --------- BOUNDARY OF J FLAT LEVEL •• POND BOTTOM \\ •• ------ Ln4o PLAT J BOUNDARY POND BOTTOM ELEV. = 2036.83 POND BOTTOM AREA = 9,825 S.F. REWIRED '208' VOLUME = 2,322 C.F. PROVIDED '200 VOLUME = 5,260 C.F. PROVIDED STORM VOLUME - 9.976 C.F. MIN. BERM ELEV. = 2038.03 DEVELOPER'S APPROVAL 3 // /4/ 'DATE anNng Assodules, Inc. Enggin*rU " Ar'14Icdure Landscape Archiledure inland Surveying 10/ W 111. AVM.. Suite 10D Pwog wA 992. L- PREPARED UMflR 1NE DIRECT 91PERWSION OF Jaw F. 5A0WER5 P.E MA2890081 REGISTRATION N0. 38212 FOR AR0 O/ BE11Al6 OF CLG ASSb0IA1E5, MG P oject Number, S000470 C C Job Numhe.0 S000470 D awn By. JME 0.slgled BF NWO Checked By JFS MSC AMA9 Ae R06OT6 cvRAW ONO 1 1, As AIMAY a ollMel°�r M MUG KWIC Ammon: FY MAY 1101 ARO NA WTI1 I NMOH aAX STREET CONSTRUCTION PLANS SPDXANE COUNTY, WASHINGTON <Am1<.OI/16 C0XFA Ne1MIXM 13 1D-- 101.3'Ho1 1 reek' 60 ne�� CATS EOM. FOR BOAT 02 150Yv![1 MAD PER (0) RID . Ccense AP PE"«„o1.: AND OD AM -- 71 r 8 . 010. ENO .'x all sap eta 1r SIGNAL PPE T MEALfliCENE OM eoro STOW. 04 W.04 CONCRETESE Nee. t POLL /1'LINE AND EN FOR L OUROIN 5JI Ott mEWA COMPLIES OS TOMMY n COACH DRIVE-, fee LOCKPON FOR tE PEPPLAT LA OF APPLE VAC. v°� I ESTATES APPLE VALLEY ESTATES REMAWIT04 -+ 41H AVE LOT 4 „;ty- _ 000 6424T - LOT lanarto SPRAGUE AVE H ER. e42.te1(�) iR(shi V �, 0N/ -47-14t St: R® avc Km Di/ SDRPER 0010.3e Mt Of rem IS MelfthiNF .. NIIBIW2INEES Pia Pk 1� (ef L 4 PMPER (A) MSC POEM. FOR MC /6s IN � ] FOR CHOC MAST)P5. A 133AS fie revs 4Edi .0) CMG p op EON PER e poem awo PER i: 000. rNOT DP TO THIS SORVEl BOUNDARY DETAIL GRAPHIC SCALE YW tap 200 400 ( IN F£EF ) 1 inch A 200 fL REFERENCES (A) SHORT PLAT SP 045-93. BOOK I OF SHORT PUTS, PAGE 9. (8) SHORT PLAT EP s47-20, BOOK TSUVETPGT3PAGE 77. (C) RECORD OF SURVEY, BOOK 15 OF SURVEYS, PAGE . (D) RECORD OF SURVEY. BOOK 33. OF SURVEYS, PAGE 30. (E) RECORD OF SURVEY BY GERALD M SGAI, DATED 1978. (F) RECORD OF SURVEY, BOOK 62 9F SURVEYS, PAGE B]A (G) SHORT PUT SP-1073-96. BOCK 3 OF SHORT PLATS, PACE 41. (H) PLAT OF CCRBIN ADDITION TO GREENACRES, VOLUME "5" OF PUTS. PACE 30. (I) FINAL PLAT OF PHEASANT PARK, 00K 22 OF PLAts. PAGE 94. (a) FINAL PLAT OF I1lsl ADDITION, BOOK 21 OF PLATS, PAGE 21. (K) FINAL PUT OF MANIFOLD ADDITION TO GREENACRES BOOK 2 OF PLATS, PAGE 19. GENERSZ@iEE �er SHEET 1 OF' 2 N DEDICATION KNOW ALL MP M MES PRESENTS TIA10P11810.1I1014ELL QM UMIF E L 1400I111. Imelmn nu with hose mooed 00 be platted Mle Ma • . Sams me tane de me mom hers. to be meet ow Lwanex wow axe nvu..n mano, of season 10. Tss x. R. ME- X.M.. n the Meaty °f S44m0. Stahl of 4444n9Nn deleted a Menu o ma„o a mlwted In the Northwest Curter of sem-an IS. TES x. 0.9 6, w.M. spat. Manly. W,M.mm, ma.s yrTnrlmy demote Few i'o .10 one me Norrm H la rem m. 0 ilk 04 pm the ten plot al <amlx AD<0ON to mm0A<ld0 rew,Wd le Yetm. 'r al Roth m. MIME Pm nit tzu 00fe0100at m let loom tit of wed title µ0 a.'athtw.aOwtafNMMtth- A° ERCEPT a ".m"'"t .`ea. .fe°or me memo.m the mpm w<a rnet. M the Xe0F4tm AM Fey m Mom se , homy rto .coirm m 160mw Melly know, Mete, meteom rw-a a at'e.a ed tack P000011e Mee, Pro apse ce themm6c m ma ""400140t or0.y.a9000046an< irmm.°wm.a 4m0CY"Ir0ei a:.h4`°,te O11-0,3-wa! 4aiah.. °'s`a 'file seams W,mke<re ."ter u.al. 004400ioaiN bra' tweet _ • oev fen 0mm cone) me Trend r (peyote moe.) ma way Mots.) to the lm10MEX MM[07MFAE ARSOOATION: wthe be emawn.es gter.a" without them .eeddmm� a�mm p been. wmaay The Lamm. HOLEOMERS r.• TONa mme be be ea: era see n.. mat.a ism er is within le 016 piniar the purpose el reehoots d mate lF°'°m.m a soy not be mid FED As9<MNN bo Somww lot my Comm. Fir mo0aMe In intent w mid pun .hew be me ne"tma w ewers Aor 04to SLIMM EW tido • Mat. a ea m.m.m. F lat.m5, .m ore m.."mn er 00100604ER xa*Ctxl0E Asm3ATal at the Mae ei ale e4m0mla0 fine hthemam of m aoriel d m00 �m,...<' 'dole, for too cones) be 000w° Iihail Ming a repeat, ,he pleat reeds m ern pr a m.mm pea ha.F, Funlup m.tma The tart.) or Ctiesea100 n w Pin m °amy°vpm.e .le mmaea.m pmwam. elmm. oe man 1 Fee Ste emel Interact la warp fed eemmyw tenet mimed by the pbmin4 them 0m.MNau,dmedsk inh. or °n.m0e m The aetb�;MMamonOSpotmet ayba:apm�Pif:rp.".o �:eore and my ma thkfind pee Drain. ammn4 ee MOW me Mom h.an, ChM en rn Me pupv., of smoothy me Madre mam.Ner rvlex. one for 4ete1ep, aPeelspine a entonne, dee list e0°w°.Apone, 0000. let sec. v ramm . ypmm. ma serene Ipaww m owee ammonite menla no &°a.wa monde me he - femme m`idmemos. mosey , dthepose r mu Mot nmm.°w enat°.eit Messmer t"a .r' and to Seethes Cony tad monger. x.na0.nere Wheaton Mite is mineia ua1.. a ? wii£wnn.,a>me 6ARNIM µpeera mane nee no agatelt t hut, ` meta a Atwela nma the pnorte roam ammn"a mom or peedrg rot. he dogsled F MF p1L pot r mtismaMy by slowing 0 Wiwi. permit to to seem pw+y m a Meet met IMe Spoken. e°mwty aemem n° aie:an fah add Neste amphora. on, me 1M moan n.nny ericemmpe NMoths motereln or et mislay me no ml..T tel on e peof tite pa bindirapper. u1 the amen, their heen mavmm. r 0.gmPolo, or am e, helmets Ma all Yenta pm 66300mm um.mime motoomar to Comm or me pl. m mod m PIED.ad to Dos v 0N.. m Moth me Dante mode u" Sawn her.. o(photo °mom tome) an n (meet; MM. •he moire a a aids. mpmrt 1 o ell Moth. motet es tgeur witha rip400t1 to 6n! eotdN ulnhm me 00 `Von cod/or rmx them. ten thee ewe rimy y mien a f° the Lumemil070.IMIE 0mteneriNERS .one seethe is mat °the sm.,* me mote emome ame arm m. 1 • u.. or rent F p,mwteer The eum Col.. est., moment to the water qen aroww by County am Mato ".u6 prColhis, Nee re Pr'. water MM. County Ronnie wow pmew0. Mrs be F4Ow yet n this subdues. me the applicant moll om. Mr norm emmm wets ems, a well ea w peels -het le and IS par m see al am led and p.ler to Isom. of 0 Wimm some rr rem Ft. MS be Nos m prmaa tot tht emnm0r. o1 ter pro m m. coots •stem of mimeo Moe nin.lthn n. prose Sea 600 reputed 00 re creed Ma man we Pay applicable theme pm Pe County sew OKnmte ewer amrer0xan'pemes ore dos A polite .� w .w0 be mom maple. 0 me q°V me Fdeeum 'mime MO ha seamedr° leer lot pee m see Toe tote ofh el✓e0 m-a m ewl0" mop net m 00garked ▪ e awnhoce Moll be mnneamn aapplicablelet.a to poem.<d eared applicablet. necmetnmpar.!an derma a/m pl maul,.. charge °FED Scan, to the .. FmOduone «hat PO"mreme m mmowm hereon ten *thee, et to . cm edr.` mtna lspmoney Rather far he m0ro al metre.°le erred n rem° ®rep`Datterate Men Ito ad .sole meet,. E. red 00600aen'M.elle omeenl ma me &hint w %Maine onty Sager.. p.M1Nth ceme .prior leenmem ett ° • ale m the ogre "Mr" by thin common Comfy el Sedum m "ray 'reread ePoe HMI a lopes me awepos w w Rote rrm, meo ma/r ere let Teo bmlwelm and daFm:.mmmF m .m th a'ne ere 9ENARAT.N aF edmw.„T m mole..1,6i6 `0b. .,, Kees 64400elayy/r. Moment 40, Sq'/ R e�iler°,ei ((//����004' m ow nr.w. [`�' �j� � � � ten DJ/ IL.lIIiw '�•, 1 OA dt fORLL EY STATE OP WA1Id*01Ow ) )m Canty 0 spamm. ) Feb f I me motl hoe00�i exMnn up PUWY 0. Rerun era OMIEMe 4III�q`omme ere ne re 00 pomosse to nes wha can n mthered tome 1a+edged la a, thee free 044 MeeseMS oat .":ffdd.m°f 00 0m os and wry. etaae In t00 a wm.L ° 0A ee. ` W4mm SEW4cfAb+r _1 M.wr.Fn°Ft.°1Tmr`eetEN°` enm°S- idol SPOKANE COUNT'? AUDITOR'S CEAfi01GATE Fnad f8F not this30t4. of RIWEDCV IDOL ]1� e t 0-BorT 2mt6 pp¢ et the request d �°Y b m TACieu 4 Wy+W=a gokoL4 cdcn Awmtw by 9awty WRV[0n'S CEn0h7CA0E 11E4- 35X1 5hect I df 131, 66003 1 This nformamcorrectly nh the requirements el the Spokane County iv do`°o amonce mode to me orcinder ay dire Patna 3. Moore, 0LS / Certificate Number 18091 SPOKANE COUNTY DIVISION OFUTUTEB .m ETand approved aapproved <Hi (pL, day or 2001- Sp7kone 0,,:0l Division of Utilities SPOKANE COUNTY ENGINEER r�{ �a� elTAKET p, 5 ce TYAIib etT irris eG Ed-Y M1aAp PER Spokanee Cos SPOKANE COUNTY DIVISION OF PLANNING Examined and approved this 23R1'd/'.,ay of S). 47-0-13.S_ 20CS- ter mope STrokone County mwmn orPlonnIng SPOKANE REGIONAL HEALTH DIBINICj_ ��j� Y Examined and approved mid 2 2 at -VpiR 20_01 Spokane Reglanoni ills O16T SPOKANE COUNTY ASSESSOR E0amined and appramed this .,Zi. d y f 0 ci•ebeL 20 0 t Spokane CountynosetlijorywraMoisti THE BOARD of WUN1Y COMMIS 040040 OF SPCXAN0 WASHINGTON )his plat rasn0P^:005,0 a35d accepted b Nos Coney Canmissi0d.rs 0( 0akone County, WCshin9eon.0 Ie eil�tlaY_fl__ )011,, an: Spokane W0aaff crmmr.momere SPOKANE CWN1Y 1RE4511RER p{�l 10do hereby thrlIland `s4Crvnt all wilhinMes thisahich have mop hove been een fullytlpaid thiand sme 20wtl Y of °�`1B.iia zes/. 1 nYy Feo 2by oepaty FINAL PLAT OF LONGVIEW (A PLANNED UNIT DEVELOPMENT) LOCATED IN THE NW 1/4 SECTION. 19, T.25N., R.45 E.W.M. SPOKANE COUNTY, WASHINGTON I m4). as�� J 4 COACH DR. L•1, 12 6 9 tit THIRD AVE. Rai I 33 S - 8 22.556'. r ler N89'43'38•6 +612' 16107 S89'44'03'E LOT 4 161.00' 181.00' I. 589'44'03'E 161.00' sotto' 8 l 8 134122 6 7,002 SF 17 681'44'O51 12000. ce 0il006 Pfr N89 36W 1 ISeT. I gI -1 8 414'40' 1 -440 40P 5 6.720 SF P~• 1r 43E1111x - 4 4 ! Alt_ ESYT. 9 8 8 589'44'OTE 12001/ 1 3 of I 2 51ors-Fora 1 20.0 Z P1 o'I I g ' 569'44'05'E 1 12000' 1- 16' S8LW/L4-+I UM (SwF. 1 8T I 6,720 4 as 1 $ 14 58944Y3'E 1200r 1 --- TRACT "A" (CCWGI AgA) 9A54 SF ,y- D'un jmT -•/ e, * T7A'J 4 _ _ 31502 +6' SO EVALI( N9P41(2B'6 1� i 8 UTL ES11..5 5260' ( 8 17603 56.0r 1 LOT 3 400.57' 6,42 Sr 8L 17609 52Cr 66: 6.440 4 17615 1r ult. CHILI 660r MANIFOLD IFOID ADDITION TO GREENIACRES (?) 8 6600 g6.440 Sr 17621 6602 5626 6.7005F 8 17627 a w A6r6Y30'W 2.11E LANE E )4Tr 4 1 r TRAM (P16YA1E ROD®) 1 - 611E 69.9�• 8 , g of 37.63' 5550' 55.51f .[ # 9 ' 17802 17608 17614 17620 i' / 17626 16' WErax�ri:•✓R# an la, ESYT. IF.,U11Lek. sg !II 5 4 3 22 . 11• . 2 1 - A{ 4516 s: 6.4452SF a 4 5.411 5F i s 7,456 SrI g 6167 4 -1 of 1FI �.7 11621610WJa E/SOP.11T ._ R 6200' 6 Gg SS Off rij V$ err SE-9Y1.21 E 61117' 3RD LANE 52.60' gg 17514 gg 17518 17522 6t54r pg 14 -8 13 - 12 vg 11 gag 1run. $g 4g 136 SF E 4130sr Ag14136 Sr Stf AIMsr 2.g Y MT. 9 £ j 4 4 • 8 2 SCROal I1 slot -- -- �/ I I 1 12 4TH AVE, 11 13 1/16 16NE AND r0N1ERUSE OF 150WEs ROAD PER (10, SEE 514r111 OF 2 L-05 Or 17502 5200 522' 17506 T-- 17510 565'4405E 12057 4 6,720 Sr 6.720 SF 2 6.720 Sr 6204 52112 52 CO' 6207 1 24Or N8 9.44'2B'7! SWECR 11660AD01 TRACT "B" n,N/110625 (COYPUAREA) ArPURTOLOSLEIr QU21D•10 1,595 Sr 059(4GOC+AR10N3405/C CallaWeE OF 7501FLEY ROAD PER FROL PLA15 Of APLE VALLEY • ESTATES & APPLE VALLEY ESTATES ORS, AXIOM. Star 56.Or SSW 580441rE rQ17 7 46196E 17809 6a1T 672.06' 9200, g 565r 089'44285 60.17 461199SF 17615 1r OR MT.'L 6017 32166' 6326' SBYN A' 6117 7066 SB9.417XE 611.15' 8,, 9 -3 10 6.601 4 4. 6.627 Sr 1 17619 6017 TRACT "G" ORNATE ROAD) 5200' 62.06' 32.01. 17604 17608 17612 10 el • 9 aR 8 s1$ • 7 41364 a g6,'35 Y' 8 g 413649 gr 4136 Sr 0 LOT 6 522' BASIS OF BEARINGS THE BEARING OF N00106'31'W ON THE N-S CENTER(RIE OF SECTNk1 19. AS SHOWN 0( S4CRT PLAT SP-1248-00. RECORDED 91 BOO( 17 OF SHORT PLATS. PAGE(S) 29 AND 30, WAS USED AS ME BASIS OF BEARINGS FOR THIS HAP. J �it'11[UARD 1/16 S� (sEE vSEr i or 2) CLC A699dates, 1•14. Isr1 killed.. •77AArb1 Spe,.16 Mar rAs (66) Y44M, 520r 5200' 52.02 642.10' LEGEND 17616 8 g 6138 SF • Y200' 17620 44 4136 sr 5200' 8 (� LOT GRAPHIC SCALE 50 25 50 1 (el FEET) 1 Inch = 50 ft N89'44'03" 262.20' BUILDING SETBACKS 01101411. PLATTED LOT LESS PER g06D0+ 7UDR.(11 TO 0#DU0R5S 282.20 tg 17823 4sow -g 4 � 18 17 SVA e 01, ESCCI - 4 3 5.135 4 4. 6039 sr 4 5202 MORAL Ml1ED LOT IAE LOT 12, BLOCK 1 (1' 110C STiF) 0 -FOUND UCN)UENT AS NOTED SET 1(Y REBNt N STAMPED 'ID00! 18091 (0#t(55 O 62456 N01E0) AR • -ANGLE PONT N 601H0A11* -r -LOT CORNER Er -a 1I53W3E siONU9n1T B.S.-61)15610 SETBACK 1234 -STREET ADDRESS REFERENCES (A) S11ROT PLAT SP 845-93. BOOK 10 OF SHORT PLATS. PAGE 9. (B) SHORT PLAT 5P 647-90, BOOK 7 OF SNORT PLATS, PAGE 72. (C) RECORD CF SURVEY, BOOK 15 OF SURVEYS, PAGE 3. (D) RECORD OF SURVEY, BOOK 33 OF SURVEYS. PAGE 30. (E) RECORD 0" SURVEY BY GERALD HAS®µ DATED 1978. (F) RECORD OF SURVEY. BOOK 62 OF SURVEYS, PAGE 87A (0) SNORT PLAT 5P-1073-96, BOOK 13 CF SHORT PLATS. PAGE 41, PLAT IX GCRL791 ADOOCO TO GRWNACRES, VOLUM 'S' OF RATS. PAGE 30. FINAL PUT OF PHEASANT PARK, BOOK 22 OF PLATS. PAGE 94, 4) FINAL PUT OK IRISH ADDITION, BOOK 21 OF RATS, PAGE 21. FlNAL PLAT OF LLAN0O60 ADDITION TO GREEHACRES. BOOK 2 OF PUTS, PAGE 19. ACCURACY STATEMENT: rE� , %- 616r 1:69'44.05'W 11600' x89.445rs1 6p4 4 18 1 11800 1 6410 4 63 10' UTL (SYT. A • BORDER MT. 17631 i 111.0471 61ANtNRe: 6 SI1se rtfinT TRACT "E" (n 'c. 5 '11 \ 10' WCMt NNYF26,9 181.60" 5^3 •g NSY442r. 4 16' 116' 8 112.17 2 • 6169 SF 1" K59"4s`la'r ins?' 7,72d SF l9' URL LO11. W EIMER E912 17705 1 V 44... T9" 1as9•trr o 4TH AVE. (HEM R0A0) 615 LOT 10 h89'44'281V VARC AS Or FL81C/ProYAIE SUDS 10 B1G4 OF SOCAR3( w1pc5R PROlEEs crEATat 21e16( FLANKING PUBLIC/PRIVATE RCA) 5P0(ANE mum( AUDITOR'S EERMCATE Fied (0 Vega this .3 'do of O Ober 200L of 2.;3LL U., inRift ��et of the request of �- 1-UF1 Spec y Count, Auditor by Deputy LINE TABLE DM 11 amen 5096I12f1 WON 110Y 12 13 I1496.125Y 172010325.11 1.10' 360• 14 1100710.2076 20.0Y 15 15 1.69•56•35'E 56646.3511 1600, 14.00. 17 n8Y44'2r1 3100' 18 697066511 2.66' 19 INOTb'30'r zed Plat 1P 3521 riGgreo9z.1 she4 �P�s rs 31 ®RADIAL BEARINGS® U.E 11 BURRO S.1810S2ST CURVE TABLE 12 (3 If IS 63666'37' 52r4032'r 56Y31'22'r 636'4r47E QNWM:P= 09451N i=21=0® 4 0?9i [5S?i=M711= 16100' MT/Pgi © 3051/ ..)3:3OMINEMN=M 0 204 10 ^,, a�1Ti Ti_', .. MM' i 0 mm_51 r,•• ��®1c"a� MnMEMMOM Saar a 11♦>♦ 9 1•. ' 39T4 =��...xZ0�i 0 ®' 1SOr51 19e4• =4,4M;DriZ.1M ®M71=M :Enan=11 � rAno IiIii ��T7��7I3'7i M75 2.1i'1• �Ti �'��.:M. SIUrN' LOT 13, BLOCK 1 (1 4130 s16P) 380.01' SURVEYOR'S CERTIFICATE This map correctly represent) a rur0ey mode by me 41 under my direction F e0nfttmmu with the 1egi2e rents or the Spokane Coolly Sabdn(540 0rd'mnce. P0USck U. Wore. Y /F Certificate Number 18091 50116' E621/ -303r- 17628 xi 17632 BORDER ESYT. -5050'- -xixi- 17634 J 1r VOL- ESYT. (? wE114a11a04 e.5a(J4y :r MS SURVEY WAS PEFFORIEED USING A TOPC01 G15 303 TEN -SECOND 7NECCOUTE AND ELECTROVIC DISTANCE HE1ER. F1EL0 1RAIERSE HETHOOS USED WERE PER WAC 332-130-90 SECROY SURVEYOR'S NOTES 1. THE AREA OF THE SOBOM510N 15 11.12 A73tE5_ 2. THE AREA OF THE PRIVATE ROAD (TRACT 'G') iS T 1AACT Cr k6 A PILRINAu 96SONE01 17702 . 17706 17710 --sOsr- 17714 �OSO•- 07718 -50.511 17804T 17808 191.36'- C 11016111 `Ir OTa. EWE ESVt g g 8 :$ 7 i8 6 8 5 14 3- 63s)4`l 6,587 SF Y9Rsa751 8E 4'-1s:4 S 943864 y;. 6J844'96.2765F89 0 50-61 50.661 N89'44'40'11 5030' SOSO SWIM LEE OF'REY 111/2 6F LOE 11 Nij;y; NE SW SE SHEET 2 OF 2 LOT 11 50.612 642.15' 11,1p1 08 137. 20' 20' NI/4 aarA PP•S�Pis (A(A) Aso (6) (/16 [CRIER 511001010E 1051464 FOR Ito. 316' P54 (SEE SNIT 1 Cr 2) _9 120' lz s• rbl 4111 AVE 1- FINAL PLAT OF LONGVIEW (A PLANNED UNIT DEVELOPMENT) LOCATED IN THE NW 1/4 SECTION. 19, T.25N., R.45 E.W.M. SPOKANE COUNTY, WASHINGTON a6-PM s6ari �r J:1Land ProjettalS00047PWwalattaaftldey.dwp, 02/27/01 124&,19 P1 . MARTINNE NW 1/4, SECTION 19, T.25 N., 1''- R45 E., W.M. SPOKANE COUNTY, UNDERGROUND SERVICE ALERT WASHINGTON ONE -CALL NUUBER 456.8000 TAEe To moo D.Ts 1(fOfL Tw PG Ar1RdRtts k. 144, 1461n ANAixbre L4M Sirryig % q)•>n /.nt b4 as "FtTEE 'i •t, s. I I 1 PT/10SURVEY CanROL 1 SET PK NAIL PROJECT NMI I 1 1 GRAPHIC SCALE 50 . 25 50 100 ►NKST y�t.• _ -1 aC I. Elr203J.72 I r •:>,(: A11 , +ATE- -� rAPPLE Ai LIP.' ''""tt ESTATES -� 1.. - 1� 1� ... ... • I = 1ST Avnit i� I 7• _ g f? , J i „ v • IppyC+pp�pp. }Rp �L� , ; 1 I I •0 E 1 q� 7$�/{I RD._ a 0 I o I h 73: (IN FEET , 1 inch _ 50 n. a a „ . 36212 �. d' EXIST. 3R0 AYE. 51 II0+00 }9CF t't Y RD. M I 1 F O+ST� 3R0 ATE 9Y Csi TAPER I T t CONSTRUCTION NOTES fsSfon 0 1 �, I O l O I vUIT /�If O O 10 I 1, 5 .42110 A . s, E TES 0180I. I/ • V 1 , O CURB RAMP PER SPO(IWE COUNTY STANDARD PLAN A-5, `�- , �1 `, � LF" m.Jl✓ O2 STREET NAVE AM) STOP SIGH PER V.U.T.C.D. SPAR TIE CREW . F iii .: :•rFAni AND SPOKANE COUNTY STANDARDS.JAN sOyWOF M R+'\�C•F� z1 .- ;- 1" Li�lIl)� ,��; =!� alp? TT+ t -_ �T-SGH�RLF-Y- ��T STA 11+48.81, RT. TYPE 2 CURB MET PER SPOKANE COUNTY WASITNOT(NAt 11811 KM Y -p 3-1�- .t1 ; , -�118 _ jY, _ x r �-.y. 1 r- z SINOO PIANB-9..l�EF1C -;•( TG2033.80.1 , E70S1Nq100 Y N }', STTJ - A i" __ 1 1 �. , 1 - O STA 1N57.10. 28.34' RT. TYPE 1 CATCH BASH W/TYPE 2 TAPER PROPOSEGI TA"2M1.93 ' TO MST TA_2038.281 ) •. i� O T� I (' I I '� O ©• ppRRpppp os00 TA_2034.06 I 1I ' 1 I 0 .1 I E)051{NO METAL FRAYED °RATE AND GRATE OIARD PER SIrANE 1 O L_ Dl �• �' I� A '4 1 I •_ i ( 1 E1asiwB EASIJrotr coLNtt STANDARD PLANS B-4, B-It, 0-1J ANDB-17. 1I ( 5,1" TAPER LENGTH 1 i •t ) ) •` i Y • nll, I I o M)' I I I I C3 II� �atD 4 1 I 1 I I TA_2031.40 ti• 1 I MR El. - 20J3.30 I EDGE OF - PAVEMENT O 10 Li. OF 10. HOPE STORY PRE. S "-0.0100 •r �( BOUNDARY I • �.n ni ADDITION ADDI I . 14 1 c . i• •�t 1 5I . .,•II CC " `� I I I 10C C` _.F IO 1 `� i L7 ()) ,. l w �'•1 I:)tL.) �1 PEAT NIOARY 8 MTAL O xi ; I 1----1-, 1 1 tIIL -v. if , rir I L I it / / / IE(N') _ 2029.00. 1E(E) _ 2029.10. I 0e STA 11+61.07, 20' RT. TYPE A °RYNEEL VIM TYPE 4 FRAME. GRATE ANDS ID LA PER SPOtANE COUNTY STANDARD PLANS, I B-1A ANO B-15. RM EL 20.34.00. ,.� w ADDITION Rnll. DDI VRBIN IION TO /\R -F•1,1•/� S - I _ 1] �V• t: '• I Y 11 1 T/3 , �� (� ). n --I I 1 G) to ( t I 14 1 J 1 �, / i U I IV,. O7 DATING POriER POLE TO BE RELOCATED. :x c� I Ti) (' .\ - / I Iv G,,C,E3 „VRES 4J _ - O6 STA ME C 15'UN RT. 16' N'OE PLAN A- APPROACH PER (n to \ - T 1 I SPOKANE COIMTY STANDARD 9L411 A-7. <) LFM , \ 1 O9 PROVOE MOAN 2x CROSS SLOPE OM UNCUT TO EDGE OF PAVEMENT IN TAPER SECTION. u .":•;; S K 7 T. •'I•i - ,L11�1 6 11 i i,s SEE �� SHEET 1 -In5 f a NEW CONCRETE METER BOx A110 IA FCR DATUM 1 1/2• WATER METER AT AMINO RESIDENCE, TEE. CORNER OF 3Ro LANE o 2 OF 11 SPOKANF.COUNtt ENGINEERS OFFICE oFT4cInLPLaDxDocIrAENrORN;IWIL CONSTRUC ION PLANS AND ISODRIEY ROAD. 8 q C �k PROJECTS. PI 70 OATEALUPIEO; 0 "0 • rP Oct Nwrber: S000470 1 ACCEPTANCE EXPIRES' ttC b5 M,rbsr: S000170 CURVE TABLE COUNTY DATUM PROJECT LANE NRES PUBLIC• PROJECT LANE V4 FS PRNATE: C043444110I DOG., 41.1104A•m CFAT)ED i4300.0 4.29.75 N41c•ARE MOVrET) AFOR TOCOWIYAECCPIAWSAv F6INl Q rrnn,INE DC.n BY JJE D sged BY 1140 Checked D SS r CVRYE RAL1uS LOAM TANGOIT CHORD DELTA ROADS MOD444.4E4,AINEn FOR 1,41F1i4R'E. FLY U8 R,61y 4Vae4QD\ BASED ON DESIGN DMVERT ELEVATION OF • C2 30.00 47.05 29.93 4238 69S1.58• PERVRRE0041Eq {500)4T77900 NDnr'WM1.oeFE119&AM Tl4M r[ 40101 n am. uA SA41G,r AO ti. 4. Ira,f.) . 2034.54 ON EUUIHOLE NO. 7 .510 FOUND • C3 30.00 47-19 30.07 42.48 90'00.02• SS WI mORTOCpgm4CTON t�I//}�,.- /A� .n.•rOE.auamw later Dun SURVEY CONTROL POINTS EST. nY IPE FOR • qN TYPE 0 CURB, RAgIS REFERS TO FACE OF CURB ����������� VV V��V➢ (( " "^^C ,�/l rill wm.t 6 1. 51I AND LONG SEVER DESIGN 94 1994. DEVELOPER'S APPROVAL DATE L I VERTICAL SCALE: 1"=10' 1 I , .. 1 ..." -0.0339 -0.0243 LAW PONT )TA_it+11.37 EL"2033.97 i 0. Q A 52 g u 8g ,�'-00312-_ -0.0258 i 1b.00' IA 40.0050 --- - --- z O A. 0 �' 2040 - _ �a U6 + ygq8 `2)"i F erg 9 n3 +,, o 9115NEn N $ ri 2040 1 STREET CONSTRUCT1f LONGVIEW TSCfIRLEY R ST 1 7e>3 3.05 TO S SPDXANE COUNTY, WA �//LL PR6flLE0 cEkJSowlo_ [GRACE //LL PREJFlLE -' -- -- 0 0 2030 I 1_2030 2040 L t iftJr- o 00050 $ a -H t _ 2040 -RIGHT RICHT TOP CUR -- I - H. - F -_ - - __-1_ TOP CUR: -- _-- I -i 2030 I 2030 o� mig tttt ? is A Shiretril:� STREET PLAN AND PROPtLF 4.1 ;,1 III + .x xki 7 W 4h 1Shsek3EENTtser 7 OF 11 7+ :+00 9+ i0+00 -i1+ 12+00 13+00 14+00 p-IF70 •eietb.ikei414. L