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PE-1808A MEADOWLAND w PLAT BOtJNaARY . - 121.70' i ~ i ~ 4i p~~ 254 LO .Ln DRAINAGE EASEMENT NA'L t' . 36. + BOTTOM OF FLAT, LEVEL e~EXPIRES s/24/~ i POND BQn4M Af2EA -3x.5' o • S~ p~ ~v w ~ r, ~ •'19 ~ 8,5' ..4~,.~ I . ~s' • c~ w i ' h rn Z r0 ~ M ~v~~ ~ ~ 'F •Q % ~ ~s { pp O: id' I • 1f m ~j E~ N z ~ O M ~ ~ f o y, Z N r`'*\\\\\\ or. . ' I J SPCJKANE CDUNTY ENGINEtRS aFFiCE QFFICIAI. PUBLJC aC}CUMENT OAIGINAL CONSTRUCTIQN PLANS 5rA, 10+58, Lr. PROJECT#; T") - I IIVSTALL TYPE '2' CURB DRFE RCCEPTED: INLET PER SPOKANE 14, ACCEPTANCEEXPIRES: COLEPITY STAIdDARD DETAIL I ~1~~'alk & UT9LITY fASEMENT / - PRQJECT EAI~E MII,.ES PUB~C• B-~9. T.C. ELEV. = 2068.18 PR~JECT LANE I~f~ES PRIVATE: ~ CDNSTRUCTIpN OpCUMENTATEQN ANO CERTfF1ED $TA. 10+$2, 75' Lfi. - RECQRD aRAWINGS, °A5-BUILTS' ARE REqUIREb RAIOR Ta COIJNTY ACGEPTAiVCE ANQ ESTAB115HMENT OF THE INSTALL Tl'FE W DRYWELL ROApS AND pRAINAGE FACILITIES FdR MAJNTENANGE, W/ TYPE 4 ME7AL FRAME & GRATE PER SPOKANE PERMITREQIJIRED! (509)456-3~0 • -:~aMp~:__T, • NOTIFY PERMIT ENGINEER 2 BU5INES$ DA1'S COUNTY STAIVDARD DE7A1LS PRina ra cOnesrA~~criaN B-fa AND 8-15. GRATE TYPE 'R' C@JRB ELfV. = 2087,45 RIGHT OF WAY ~ ~th AU~. 6' ~fDE SIpEWALK - ~ ` SCALE: 1 °'=2fl' ~ , ~ = PACiF~c MEADOWLAND ~ -EHQINEERING LQT 4", BLOCK 1 m 7 west 7t, . suito 200 (5os) 45e-6e40 @9 `Spakane, WA 98204 FAX: (509) 458-9844/ DATE: 09/21/98 ~ , I • ~ ~ C"~~ ~<`L~~ti r~ ~~~s~~ti. ' ~ SPGKAFVE COUIVTY ENGINEERS OFFICE OFFICIAL PUBIJG DflCUMENT QRIGINAI, Q(~. W H/ CONSTRUCTtaN PLANS , a°q~, PRO~lECT QATE ACCEF'TED: !z 1 -7, g~ ACCEPTANCE IXPiRES: - ' 7. PRflJECT l.AfdE MILES PUBLIC: ~ pRQJECT LAN€ MILES PRIVATE: ~ O 2546 ~ CANSTR[1CTII]N DOCl1MEhTAT10N MlD CEFiTIFIED RECORQDNAWINGS,'A5-BUILiS'AREREQl11FiEDPAIbR TO COl1NTY ACCEP"fANCE AND E5TABUSHMENT OF fiHE x• ~ I ROAQS AND DRAINAGE FACILI'('IE3(509) ORWN'fE~i1WCE. ~E~PfRES 9/24~ I PERMIT REQf11REDt 45&3fiU4 N6TIFY PERMIT ENGINEER 2 Hl1SINE55 pAYS PRlOR TO CONSTRl1GTlON ~.o'~,~,.~ ~:aS:. ` ~ ~ ~ ` ~ • ~ 1 ! 139.25' ; ` , ' ~ • ~ $ Q , 5• y / ~ ~ I ~ , ~ Q~ ~ ` ~ . ~ ,ti C }r STA. 11 f93, LT. f C01~5TRUCT 5' TYPE i1' CUR9 INLET ~ o~ PER SPOKA9VE COUNT1' STANDARD r ~ - • , DETAILS B-8 T.C. ELEV. = 2068.03 ' .°f ~FI 1 (jY^, F ~ 1 . J dv._fr . . ~r ~ I ' 123.35' Z0 28 60' ~ a f ~ DbASEMENT BOTTOM OF FI.AT, LEVEL. POND BUTT(3M AREA TYPE 'R' CURB ~ \ RIGHT OF WAY SCALE: 1"=20' ~ INLAND PAcIFIC MEAQOWLANa ~ ENGINEERINQ LOT 2, BLOCK 1 707 Weat 7th •Suita 200 (509) 458-8840 ~ATE: 03/27/98 ~ ` 5pakane, WA 99204 FA~: (509) 458-684~~ ~ ~4gW 0 N 4TE: ~ 2W2 ORGANIC CARBt]N TESTING 15 REQUiRED FOR TME TOPSOfL ~ . IF THE GUTTER FLOWLIhfE IS GREATER THAN 0.5' A80VE 5t7D 3 O `EXPIAES 912416P ~ DRAdNAGE EASEMENT AS SPECIFfED DN PLAN ~ vUT7ER TOP OF BERM ELEV. = FLOWLINE 0 TOP QF CURB ELEV. CUR9 fNLET +.20 FT. FINISHED PQND BQTTOM . OLLED .83' BELOW CURB & TOF QF CURB ELEVATION GUTTER ~ 3:1 (TYP) NORMRL GUTTER LINE 3:1 (TYP) ~a`~~~.~.~~~.~,`.-.~.~,~,♦ P ~ ; ,S•„^; rV .5' 4~ ~NE VUVN1 1 E'YL7I1+1EEf1~7 oFrfteE l4'1 r L3FFlCIAL PUBLIG DOGUMENT QR1G1NAL coNcRETE APRoN GONSTRUCTI4N PLAINS 4° rkIcK P.C.C. PrIoJ ECT#:--?Ic'-AE~o 1.5" S4D ON TOPS01L, SQD DATE ACCEPTED: •%a Ilb ACCEPTANCE EXPlRES: 9. 4D1 _ INSTALLED CONGl1RRENT Wlil-I pROJECT LANE MIIFS PUBLIC' ~ OCCUPANCY OF AOJACENT HOE1SE pRpJECTfiANE MILES RR1VATE: -e)- SL1+T1ONAL VIEW CONSY'RUG170NDOCUMEIVTATIONANpCERT[FEEQ ~"-3" TQP54~L ON RECo,~D oRa.wir~s,'~-suiLrS' ~wE RErauiAEo PRiQR 7o cqufV7Y AcCEFTtwCE ANO E5ia9uSHMENT OF mE GRADED PONp BOTTOM AoaDs ANO naaiNRGE FaciuMEs FoR MwnrrENaNcE. pERMlT RE(}UTAED! (509) 456,36M NorIFv PERMir r-raciNEER a BLJsINEss oars PHinR70 CorssTRUCTIort TYPICAL '208' PONq WITHOUT ORAINAGE STRUCTURE NOT TQ SCALE ~ WARNING - THE USE 0F SANDY LOAM IS PR4HIBITED FROM USE AS PQND BGTTOM MATERIAL. INLA~ ~ EADO~NLAND ~ PACIFlC M ~ ENQIHEEaINa TYPfCAL '208' POND WITHOUT DRAINAGE STRUCTURE ~ roT West 7t, •Sufte z~ (509) ,W-8&0 CROSS-SECTION ' }saakama wA 99204 Fnx: (509) 45e-6eaa~ \ DATE: 8/24/9e J f ~ N aTE; 25462 ORGANiC CARBON TESTING IS REQUIRED FflR THE T'OP501f, ~ IF THE GUT'fER FLQWLINE IS GREATER THAN 0.5' A6Ol,rE a0a ~ 3 ' o ~DMRES 91'241bM , I DRAINAGE EASEMENT AS SPECIFIED QN PLAN ~ GUTfiER TOP OF BERM ELEV, FLpWLfNE @ ~ ~ TOP (3F CURB ELEV, GURB INLET + .20 F7, FIN15HEp POND 3DTTQM QLLED .83° BELOW Cf1RB & 70P Qf CUR6 ELEVAT9C3N GUTLER 3:1 (iYP) _ NORMRL GUTTER LINE 3:1 (TYP) .5' ~ ~-.w~'*..~'~'~'ss\~~.'•.'w " .:f;;:•~...;'• ` 'i SPGK4NE COUNT'M ENCaINEERS OOFFICE QFFiCIAL RUSUC D(?CUMENT ORiGlNAL CONCRETE APRON C4NSTAUCTIQN PLANS a" 7HicK P.C.C. PRpJECT #:--Ps- /+tag,_ 1.5°' soa aN rQPsoIL, soa DarEAccEPTED: ~ INSTA~.LEID CqNCIJRRfNT ~ITH ACCEPTANCE EXPdRES; ~ ~ t3CGUPANCY OF ADJACENT HOUSE PAOJE+CT 1J1NE M1L_ES PUBLIC' '40' SECTIDNAL VIEW PROJECTLA6VE MLES PRIVATE; Aa- . GQNS€RUCTION DOCIlMENYATiON NVD CEAFIFlEn t"-3" TOPSOIL ON RECaFto oflAwiaGs, 'AS-euilr~' ARE REOuIREo PRioR . GRA6E6 PAND BpTTpM TO COUNTYACCEPTWJCf AND ESTABLISMMEfifT QF THE ROADS AND DRIUPIAGE FACilli'IES FaR M/1INTENAJ+ICE. PERMITREQUfRED! (509)45&36D0 ' NO=IFr ~~~~IT ENGINEER a eusiraess o.avs rRi0R rc) coNsrRucrIQN ' TYPICAL '208' POND WIT-IOUT D~RAJNAGE STRUCTURE MOF TO SCAIE , . . 1 ~WARNING - TFEE USE 4F SANDY LaAM IS PR4HIQITED FROM USE AS PONq BOYTOM MATERdAL. . L ~ t ~ r ~ P~~ F ~ ~1EADO'~LAND ~ ~ ENGtNEERINo TYPPCAL '208' PON~D WITHOUT DRaJNAGE STRUCTURE 703 Wnt 7th :5uree 200 (599) 4M-88iU 1.rROSS`SECTIVl`! \ Spdcano, WA 99204 Fti%: (W9) 458-5844~ ~ DATE, 8/24/98 ~ ~ • / NOTE. ~ ORGANIC CAR80N TESTfNG fS REQUIRED FOR THE TOPSp1L IF THE GUFTER FLOWLINE 15 GREATER THAN 4.5' ABpVE SOD 3 O ~ MRES 9R4/ZM ~ DRAINAGE EASEMENT AS SPECIFIED OiV PLAN uUTTER TQP OF BERM ELEV. = y FLOWLINE 0 TOP 0F Cl1RB ELEV. CURB INLEl' +.20 FT. FINISHEE7 POND BOTIOM OLLED .83' BELOW CURB 8c TOP OF ClJRB ELEVAI'fON GUTTER 3: 1 (TYP) NORMAL GUTTER LINE -~-1 ' 3:1 (TYP) , 5' . , ' ~ ~ ~ ~ ~'~`c: C ~ SNCj hGANE CUUNTY ENGINEtRS OFFIGE (3FFICIAL PUBLIC DOCUMEIVf ORIGINAL - CflNCRETE APR'ON CONSTRUCfil0N PLANS 'ROJECT#: 4" THICK P.C.C. JA 1.5 50D ON TOP5QIL, Sf~Q ATE ACCERTED: 93 " - CCEPTANCE EXPIRES:~ 1N5TALLED CONCURREN7 WITH RQJECT lANE MlF.ES PUBL1C; OCCUF'AfJCY OF ADJACENT HOUSE RC1JEC1` LANE ~IILES PRIVA`~E: ~ - SECTIDNAL 1~EW ON57RUC71DNQOCUMENTATICt#VANDCERTiF1EU awiNGs, `As-auILrs' ARE REQUIFtED PRlafi ~"-3" ~OPSOII ON EcaRO r~R a cour~rr accf~rnr~c~ nNO Esrn~usHMer~r oF rHE GRRDED POND BOTTOM ()ADS ANp DR/UNAGE FACPLITIES FOR MA►NTENANCE PERMlT REQUIRED! (509) 45+6-3800 NCJTIFY PERMIT ENGINEER 2 BU51NE5S bAYS PRIOR TO CQNSTRUCTI6N TYPICAL `208' POND WTHOUT DRAINAGE STRUCTURE NdT TO SCALE ~ WARNING - TME USE OF SAN{JY LOAN! IS PROHIBITED FROM USE AS POND 607TQM MATERIAL. ` ~ . PACIFIc ~ MEADOWLAND ~ ~ IPEENGINEEFtING INLA~ TYPIGAL '208' POND -WITHOUT DRAINAGE STRU-CTURE 4 707 7th eSlke ZOO 4W-OM CROSS-SECTIoN ~Spokane, WA 99204 FtX- (509) 468-6844~ DATE: $/24/98 ~ ~ ~ ~ W~ N 4TE: . ~ , 2W2 ORGRNIC CAR80N TESTING IS REQUIRED FdR THE TOPStJIL IF THE GUTTER FLOWLINE IS GREATER TNAN 0.5 A8Q1E SOp IXPIRE5 9/24/ ORAINAGE EASEMEI~T AS SPECIFIED O~f PLAN ~ , GUT7ER ~ TOP OF BERM ELEV, FLOWLINE 0 = CURB INLE7 TOP OF CURB ELE~I. +.20 FT. FiNISHEb POND SOTTpM , OCLED .83' BELOW GURB & TOP OF CURB ELEVATIDN GUTl'ER _ 3:1 (TYP) NORMAL GUTTER LINE , ~;~"I . 3: 1 (TYP) .5' ~ y,'~ ~ . ~ . i ~-rr. ~ •SPGKANE CQUNTY ENGIMEERS OFFK~E 4~FFIClAL PCJBLIG at~CCJME~IT OAIGINAL C4TJCRETE APRdN C~}NS~'i~'UC~'ION R~LANS 4~ TwICK P.C.C. PROJECT #;-ex> -/,$kae 1.5" SOp t7N TOPSOIL, 50D DA7E ACCEPTED: 9, c2& INSTALLED CONGURRENT WITH ACCEPTANCE IXRIRES: '~F• 'qmf OCCUPANCY aF AOJACENT HOUSE PROJECT EANE M1LES PUBLIC; -4E2)~ SECTIQNAL VIEW PRqJECT LANE MILES PRIVATE• -E:r` 1 "_3" ~~PS~PL ~N CONSTR1JC710N ~CUMEN7ATiDN AND C£RTIFIED RECdRQ QAAWIMG5,'A5-$li1LTS' ARE REt]171RED PFfiI[7R GRAaED POND B07TOM TO GOUNTY ACCEPTANCE AND ESTABLISHINENT OF THE RQADS ANp DRAINAGE FACIl1TiES fOR MAENTENANCE, PERMIT REQUIRED! (509) 45rr3M NQrIFY PERMIT FNGINEER2 BUSINESS DAYS , Wfi€;,R TO CONSTR'.1CTIpN -TYPicAL '208' Po~D WITHouT aRAiNAGE sTRuCrURE NQT TO SCALE ~ WARNiNG - TFiE USE OF SANpY LOAM 15 PRO'HIBITED FROM USE AS POND B(ITTQM MATER1AL. r INLAND PAC F C MEADOWLAND ~ EHaINEERiNa TYPICAL '208' POND WITHOUT ~RAlNAGE STRUCTURE 707 Weet 7th •5uke 200 (509) 458-be#0 CROJS`SCI,TI VN `Spakane. wn 99204 eAX (5a9) 45e-s8aa/ ~ , , DATE: 8/24/98 ~ ~ STR, 1 0+4-4, RT. j ~ INSTALL CURB INLET ~ TYPE '2' PER S'Pf3KANE R. W /y COUNTY STANDRRD DETAlE W 5y,, B-9. T.C. ELEV. = 2069.64 GLENN RD, TYPE 'R' cuRe 93.03' ,pr 254 STA. 12+45, LT. - INSTALL CEIRB ING.ET . c~S~E~ ' TYPE '2' PER SPOKANE - ~ • _ A ONAl ~a COUNfiY STANDAARp pETAIL n 3.03' 2'R (TYP.) ti B-9. T.C. ELEV. = 2071.01 y-- ~i I EXPIRES 91I24111V ~ ; f ~ I \4' U-RUTI' & SIDEWALK EA5EMENT STA. i 2+62 25' LT. INSTALL TYPE 'A' DRYWELL W/ TYPE 4 METAL FRAME j. ~ N I ~ I ° & GRA7E PER SP(}KAIdE . :w COIJNdY STANDARD pETAILS ;36' BUILDING SETBACK B-1 A AIdD 8-15. GRATE x' TYP. . . . . . . . . . . . . . . . . . . . . . . J . . . , . , . ELEV, - 2070.28 12.57' I' ,F SPCrKANC COUNT"Y ENCINEERS QFFIGE OFFicIAL PuBLiC QoeuMENr ORIGINAL < coNSTRuCriaN P~rrs 31.97' P~~OJECT r ~ ~ATE ACCEPTED: . / ~ ~ ~ ACC '~PTANCE E(PIRES:-ta. t7. Q ~ I wl a• e' ;l PROJECT LANEMILES PUBLIC• ~ ~OTTT~]M OF FLAT, LE~L ~ r~ROJEGT LANE MILES PRIVATE: PONb BOTTOM AREA W~ C4N5TAl~CTIDN DOCUMENTRTION ANO CERTIFIEa ~ RECQ~iQ DRAWINGS,'AS-6UILT5'ARE REQUIRE6 PRIOii TD COl1NTY ACCEPTpNCE ANIb ESTABL~SHMEIVT Of TliE , DRAIN AGE EASE'~EN~' ~ N•-`= ~ f I AOADS AND QRAiNAGE FACIUTIES FOR ~MAINTENAIdCE• ~ ~ m; r~ PER'~CT REC1UlRED! (549) 45f'r~0 NOTIFY PERMfT ENGINEER 2 6U 51N E 5 5 DI I Y S ~ PRhQR TO Cn~JSTRiJCTION . I ~ f • i. RIGHT OF WAY • F~ ~ scALE: 1n=2o' J INLAND 1 ~ 1 pACiFic MEADaWLAND ~ ENaiNEERiNa L07 11, BLOCK 2 707 west a Suita 200 (sos) a.ga-sW = \5pdmna, WA 99204 FRx: (509) 458-88441 DATE: 9/21,/98 ~ Q AS ~ NOTE: ORGANIC CARBON TESTING IS REQl11RED FOR THE TOPSOiL 2W2~ IF TME DRYWfLL GRATE !5 GREATER THAIV 4.5' ABpVE SQD o ck~ DRAINAGE EASEMENT AS SPEClFIED aN PLAN GUTTER 3:1 (TYF') ~ - TOR 6F BERM ELEV, FLOWLINE 0 IEXPIRES 9/24/A'V TOP QF CURB ELEV. CURB INLET + .20 FY. F9NISHED POND 6OT1'ON ROLLEQ 1.23' BEd~OW - TOP & OP OF GU~RB FLEVATfON GUTTER 3•~, ~ NORMAL GUTTER L1NE • GRATE ELEVAlION 1 .4' 3:1 (TYP) RAiNAGE 3. r ,5° $TRUG;T1.1I~E ~AX r. o . ~CONCRETE aPRON SPGi(ANE CDUNTY ENGiNEERS OFFICE 4°' THICK P.C.C. ~?FFlCIAL f~UBI.,1C DOCLJhAEW OAICI~I~'1L NOTE. 1.5" SOD ON Tf]PSOfL, Soo CONSTRUCfilQN'PLANS PROVIDE FILTER FABR1C (AMOCO 4545 OR EQWAL) BETWEEN INSTALLF-D CONCURRENT WITH PRQJECT #:--,,;L> - THE NATIVE Sfl1L AND THE kVASHEp pRAiN ROCK AND BET1htEEN qCCUPANCY OF ADJACENT HQUSE THE WASHED DRAIN ROCK AND THE DRYYVELL BARREL. DATE ACC~PTE[]` 9'. ACCEPTAtdCE E(PiRES: °!I • w I 1"-3" TaPSO1L* ON pRp,1ECT LANE MILES PUBLIC: -eP-- GRADED PQND BOTT0M P~OJECT LANE M1L.ES PRI4/ATE• CONS'IRUCTION 4DCUMENTATiaN ANfl C£A71FtEb REGOR[7 QRpWiNGS,'16,$-9UILT5' ARE RE411lIRED PR{OR TO Cpf1N1Y ACCEPT,4NCE ANQ E$TABLISHMENF OF THE ROADS AN[7 QFt1~AJNAGE fACILf7lES FpR MIUNTENANCE PERMIT REQUIREDI (509) 45&3= NOTIFY?ERMI7 EhlG{NEER 2 B1351NEESS pA'f5 PHn,R 16 C4'JhSTFiIJCTION SECTIONAL VIEW 1WICAL i208! PVND WIH DRAINAVE JTRVVTURE NOF TO SCALf ~ WARNING - TNE USE OF SANDY LOAM IS PROHPBdTED FROM IJSE AS POND BOTTOM MATERIAL. INLAND ` MEaDOWLAND ~ ~ QiryERING TYPICAL '208' POND UVITH DRAINAGE STRUCTURE 707 Wat,t, •Su,t, 200 (5%) 458-eW CROSS-SECTIUN 4s~~crna, wa 99204 FAX (50) 4se-6844 J ~ - DATE- 8/24/98 1 ~ CUL-DE-SAC 5TA. 0+62, 11' LT. 9~~ ~ W ~I INSTALL TYPE `A' pRY1NELL W/ TYPE 4METAL FRAME O~ } & GRATE PER SPOKANE gpTTpM aF FLqT, LEVFL 1 COUNTY STANDARD ~ETAll,5 POiVD BOTTQM AREA - ~ B-fa ~ID 8-15. GRA~ ELEV, a 2070.62 DRAINAGE PLAT 25452 EASEMENT BOIJNDARY l,~fu AL~ bq 80.69' . ~ 2'R i 7_ ~p 2,39° ~EXPIRES 9/24/,~ 1 ) 38.73'•e . 6 ~ ~ ' ~ ~ r ~ 'f•,~~, i fff 1 r I. ~ _~~r~ CUL-DE-SAC STA. 0+68.51 1 . so INSTALL TYPE '2' CURB a.~ ao. INLET PER SPOKANE COUNT1' SPOh(ANE COl1NT1' ENGINEERS OFFICE STANDARD DETAII B-9. `flFFICIAL PIJBLEC DOCUMENfi QRIGINAL T.C. ELEV. - 2071,35 y c• } ~ CQNSTRuCTIO~ PLANS r - ~ N PRflJECT#:-F~l - oin ; w ~ r . ~ [?ATEACCEPTEa:~, TYPE `R' CIJR~ G jPo y: 'ti, ACCEPTANCE D(PIRES: ~ PROJECT LANE MfLES PUBLIC. 6' VNDE SIDEWALK C0 PROJECT Q TAUC ON~UMT 0'N Al+i~D CERTIFIEQ RIGHT OF VPAY AECQRD DRA4YIyGS,'pS•BUlLTS' ARE RE4UIRED PRIOR TQ COUNTY ACGEP3ANCE AND ESTABUSHNfEMT QF TFiE ROALS AND pAAIHAGE FACILITIES F(3H MlUA1TIENANCE, PERMITREQl11AED! (509)4W360Q ~ • NariFY PERMir ENGtNEEFI z susiNEss DAvs tiPRIC3R TO CplV57RUCTCflN I 143.34' S ti , 5CALE: 1 "=20' f 1 ~ INLAND ; PACIFIC MEADOWLAND y ~ ENGINEERINQ LOT 131 BLOCK 2 • 707 West 7th Suite 200 (509) 458-68440 Spqkcnq WA 99204 FNL• (509) 458-Bb444 DATE: 9/21/9$ ~ o~ 0 AS ('1, • , ~ NOTE: x ORCANIC CARBON 1'EST1NG !5 REQUIRED FOR THE 'tOPSflfL , IF THE DR`+lELL GRA~ IS GR~fATER TNAN 0.5' ABp11E SOD z fQNAI.~ DRAINAGE EASEMfNT AS SPECIFfEQ ON PLAN 1---GIJTTER 3:3 (Tl`P) T{1P OF BERM ELEV. = FLOWLlt~E ~ XPIRES 9/24/ , ~~TOR OF C~JR@ ELEV, CURB INLET ~ f + .20 FT. FINISHED PON6 BaTTOM -ROLLED 1.23' BELOW , C11R8 & TDP 4F Cl1RB ELEVATIOIV GUTTER 3:1 fiYP, ~.I N~?RMAL GUTTER LiNE ~ GRAIE ELEVAd10N # .4' ~ 3:1 (TYP) • F G' ; , RA(NAGE 3: j ~ ST~RU TURE AX _ . - , e C`~~: e _ CONCRE~ APRON SPGKANE COUi~7Y ENGINEcR5 OFFICE 4" THICK P.C.C. OFFICIAL PUBL4C DOCCUMENT ORlGINAL ~OTE: 1.5" 5OU 0N TOFSOIL, soo CONSTRUCTION PLANS PRQVfDE FILTER FABRIG (AMQCO 4545 DR EQIJAL) BET4NEEN fNSTALLED CONCURRENT WITH PRCJJECT < THE NATIVE SOIL AND THF WASNED (7RAIN ROCK AND BETWEEN pCCUPANCY flF ADJACENT HOUSE C1ATE ACGEF'TED: THE WASHED bRAIN ROCK AND 1'FIE DRYWELL BARREL, ACCEPTANGE E7CPIRES; flt 1"-3" TOPS4IL* ON PRJ3EC7 LANE Mii..E5 PllBLIC• GRADED POND BbTTOM PRpJEGT LANE MILES PRIVATE: -49- C4N5TRUCTRON WGUMEMTA,IIQN AND CEATIFIED REC JRR QRAWINGS,'AS-SUlLTS` ARE REOIlIREd PRIOR TO GOUNTY ACCEPTANCE AND E5TABIJSHMEIYT OF FHE R4ADS AND DRAINkGE FAC1LI71E5 FOR MAINTENANC£, . PFRMIT REQIIIREDI (509) 456,36M NCYTIFY PERMfT ENGINEEA 2 BU51NE$S CtAYS ` PRI(7R TC) COhSTflUCT10N SECTIONAL VIEW TYP`ICAL '208' POND NTH DRAINAGE STRUCTURE NOT d0 SCALE . ~ WARNPNG - THE USE OF SANdY LQAM IS PROHIBITED FROM IJSE AS POND BQ1'TOM MAfiERIAL. t ~ ~NLAND r f MEADOWLAND ~ ~ ~~~~~ERiNG TYPICAL '2Q~S' POND ~IiTH DRAINAGE STRUCTUR'E 707 West 7t, •Suite 200 458-6840 CRaSS-SECT10N ~5pokana WA 99204 FAX: (3Q9) 1W-6544; DATE. 8/24/9$ ~ STA. 15+15, 40` LT. INSTALL CONRETE INLET R' ~ ~ TYPE 1 W/ TYPE 1 METAL F'RAIdE & T'fPE 2 METAL GRATE PER SPOKANE CO. ~ STANDARp DETAIL5 B-5, . ' ~ 8-10 & B-~3. INSTALL 17 L.F. OF 12CI~P q 0 0.0100 FT.JFT. GRATE EL. - 2065.78- 0 25462 ~ I.E. W)=2QS2.15 BOTTOM OF'\FLAT, p~EVEL I.E.~E)a2061.98 NA1. PLAY P(NND B0TT0'M1 AREA EXISTING ~ BOUIVDARY \ RIGHT QF NfRY DRAIP[AGE EASEMENT IEXPIRES 9/24/ . ~ ~ \ STA. 15+30, LT. 1 k~00' ' ' INSTALL TYPE '1' AND TYPE 51 rn, ~~...8~ GURB INLETS PER SpOKANE ~ . COUNTY 5TANDARD DETAILS C44I C~; I e-8 AvD B-s. T.C. ELEv. - 7066.68 ~ . STA 15+23, 25' LT, INSTALL TYPE 'A' DRYWELL W/ TYPE 3 METRI. FRAluIE ' R~14``~,, u l STA. 15+17, ~.T. A (~A~'E PER SPOKAN~ INSTAL.~. TYPE '1° A~VD ~E -2- & , a• z ~ COUNTY STANbARD DETAIL'5 CVRB INLETS PER SPQKANE g-1 AND 8-15. GRATE ~ ~I COUNTY STANDARD DETAILS - ELEW. = 2066.89 o ~ ~ • W ~ _ ~ g B-8 AND B-9. o o: sl0 T.C. ELEV. = 2667.07 ~ J "I 5. M. TYPE `B' CURB dt GU TTER ~ • ~ O I ~l ~I N A/ \\\i\\\\~.\\."~~\\\\-<~.111t • ~ ' SPGKANE CqUNTY ENGINEtFiS OFFiCE ~ • ~\Z ,LLJOFFiCIAL PUBLIC DOCUMEN7 ORIGINAL F _ ~ CQf~STRUCTIQN PLANS C' UJ PF30JECT Z29tca-Ft nA7E AccEPrEo: 15 . 15. IBM - 130.00' ' . ' ACCEPTANCE IXPIRES: C-:~ 401 ' PRaJECT LANE MlLES PUBLIG: $ PROJECT LANE MILES PRIVATE- -@'° CflNS7Rt1CT10N DOGUMENTATION RND CERTQFIEO RECORp pRAW3NG5,'A5-BLlILTS' ARE REaUIREi7 PRIOR TO COUNFY ACCEPAANGE AND ESYABLISNMENF QF THE RQRD5 ANC7 pA.411VAGE FACItITIES FOR MAINTENANCE. PERMIT REQUIRED! (5b9) 456-36f1D NOTIFY PERM1T ENGiNEER 2 Bi151NESS DAYS PPIOR 70 CCN5fRUCTIQN ~ SCALE; 3"=20' / / INLAND RAciFiC MEAQQWLAND ~ ENOiNEERINO LOT 15, BLOCK 2 707 west 7th SUlta 204 (509) 458-6B40 ySpokmie, WA 99204 FAK: (509) 458-6844/ \ DATE: 4/16/98 j/ ~ ° • ~ x NoTE: ORGANIC CARBt3N TESTING 15 REQUIRED FQR THE TOPSQIL 3 ~25462~ IF THE DRYINELL GRA7E IS GREATER THAN 0.5' ABd1/E 50D c; ~ DRAlNAGE EASEMENT AS SPECIFIED ON PLAN GUTTFR 3:1 (TYP) N -TOP OF BERM ELEV. ~F1.0'JVLINE 0 [UPiRES 91241' TOP OF CIJRS ELEV, CURB lNLET ~ + .24 F7 FlNISHED POND BOTTpM }t(}LLED 1,23' BELOW - CURB & 'TOP OF CIJRB ELEVATION GUfiTER 3:1 Tl'P. ~.1 NORMAL GUTTER LINE _ • y~-~;:~~~ GRATE ELEVATfON 1.¢' 3: 1 (rYP) . ; ; , Y: v i ~ :•tiw 1 /STRUCTURE AINAGE 3:t w SPGKANE CQUNT1' ENGINEERS OFf=1CE ° LCONCRETE APRON GFFkG1AL f'LJ9LiC D(7CUNlENT QRIGINAL ~ 4" THICK P.C.C. "~ONSTRU4r1 ION P~i~lS N~~~ 1,5" SOD ON TOPSOIL, SQD PfiC]JECT`aft~ PRQVIDE FiLTER FABRIC (AMpCO 4545 pR EQIJAL) BETWEEN INSTALLED CONCIJRRENT Vin7H [}ATE ACCEPZEL?: -'%49 1HE NATiVE SOIL ANa THE WASHEQ DRAIN ROC4i AND BETWEEN OCCUPANCY OF ADJACENT HQUSE ACCEP7ANGE Q(PIR€S' t~ - 5• 01 THE WASHED DRA1N ROCK ANQ THE DRYWELL BARREL. PRp1EC1' L,qldE MlLES PUBLIC' i"-3" TOPSDIL* 0N PROJEGi' LANE MILE5 PFtIVATE: GRADED POND BOT70M CONS7RilC7i0N COCUMENTATION AND CERTfFIED AEcopo oRAwiNGs, 'As-BuFLTs' AFlE REOl11RED PRIOA TO CDUNTI" ACCfPTlWCE ANp ESTRBLISHMEhFY OF TFiE RDADS AND DRAINAGE FACILiTIES FQR FARIN7ENANCE, PEFiMIT REQUIRED? (509} 4~"r36(O NOTlFY PERPAlT ENGINEER 2 9U51NE$5 @AYS PkiloR 10 (.ONS7PUC710N SEC710NAL MEW TYPIGAL 208 PQND WTH DRAINAGE STRUGTURE Nor ra scALE ~ WARNfNG - THE USE OF SANDY _LOAM IS PROHIBITED • . FROlN tJSE AS PQNQ 80TTQM MATERIAL. INLAND \ MEADOWLNND ~ PACIFIC ~ EN INEER(NG TYPICAL '208' POND WITH DRAINAGE STRUCTURE 707 Wut'th .S,ite zoa (5") 458-6s~ ~ROSS---SECTION `5odcane, IYA 99204 FA%:: (;f0g) 458-6844Z N% DATE: $r24/98 ~ , , r ~y;,~~,{~~ , ~ r pEDICATION rz rn . a. AvENUE Krww aUL r.iEr. ov Yxgaa rReeeurs ttwY Fnrl C'Brmcto and Baf4y J$r¢cFa,huaboad and wif¢, ersd I "rfdi ~ Otho I Prad¢rick and da~s-a, A1 prudznck, husYxind and wifz; and Richord S2 Suuer sru1 Aldeiz B, SetJeP. YWabOrld nnd wi{d. }yovm laid off ard PIahTa.J InPo lats hluclc_, pnd rvcda and nvx.nuzs th¢ lond ehawn upan thlp map fn 4m knawn ns 'ItNIVEq~fTY SdesG4{T5 P~4rL9T AOOITtOty' 0 1 p1aF oF tha asufih 7.e7.5 fmc4 af F~ nar44s 477 a S ~mmf f thm seuFhwea4 quarhmr(3Wb) o{' thc, sav +hwms$ quQrf¢r (5Wk) a}}h yvu4lrwmzt qdorR¢r(sw&) af Sc.c.tvan 21,TZ5N, I~' . ou R 44 E, W M. Covrr4y a~r Spakana.. 5~atm a{' Waah~ngton ~ ond +ha,y do hara~y dediw4¢ to thm pvhltc for Tha Use o6 }hc pu6lic an highways #ha reada and o~¢nu¢o ahAwn an ?h,a mop ' r- Tha Follawmg cvvmnan4e and 4lmrfotiona ef wd 5h9l{ applq 4va14 loky ln}hia Add~4hon ~ I Ayl lalp mhnli bm rc.aid¢n41a1 Ngamr + +'m ahall hy ¢ractxd,mlfarad or p1ac~.d vpon any h a4 1hia }rock o§hmr lhon o singla~familyPallVng, priualm garnga und ~vch aihcr vuY- ~ Cwld-go ne mad 6v. ~~c~dar,4al +a ~hm rw.ddr+}bl uaa a{' #hn Icrrd p,~t~a • E Thn yravnd 46oor nr¢p o4 thm main airutturm ¢tc4usir¢ of porehaa and Qarogae 3htalt C¢ ~,~N,y F~yp.,~ "i nol~ Yx~~ hhan 960 6gu4rc fv.sh. 3 t!o I~vwtock or irow1 axcap# cqls and dega ehqll Ba Yaqt upen nny l04 in ~thq c~liYian ' ~y ~v e9•4z' S e~7.~ ~ ' ood ~1DIfd yhall hm kep+ cernmarcta4 (wrposxs ~ 4 No puirrparnry o}rucFira, tral¢r, ~sa¢rna.n}, }p.nt Or bvkl,u~ld~ny ahnll he uaa.d an cny la4 a~ a ras%dancri. ~Ph¢r t¢+nporor~ly ar pmrmnnhly d ~ 5 y 6~ 3 No noxicua or a'~~¢n3iwm Ired¢ or ac4ivil'y ohnl4 bm carnc.[6 on upon 4nµ b+ nor shnll any}hinq' b¢ dnn¢ fh¢rzon w}7ich m?y 4e ar b¢cem¢ a nwaanc¢ iro +h¢ nekghhQrFiopd 6 An ¢¢.yq.rn¢~}Ls rs~mrv¢d ano e4rip a land BPe¢i~ w4drs,. along and porp9lml i+o ~Fhv. , (Q ~ bock lina oF eIV lats ~ar t¢I¢phpn¢, gas ¢Imc#r~c s~rvic¢ and vhh¢r uhlLhi¢s ~ y, T Na laf wi4,l 6s, sold ~n+0 d~rrea+o~~c wa~=r ia avaiVabl¢ ~ 1 M yv ` ~v! ^ E'x~c~e,g aY Spnlr~nm, Wa~Fi 4h5a day a~ D~~a~~ , 1956 q~f - . / f' , .Jr ze -S C 9' 4?' W G68 5 ~ • . ~n '7 9 • ~ 4 oz ~ P ACKNOWLEDGMENT n i ,hy a09vya' e 2300 eo aa ce aa ~TATE PF 11.~w~HIN6TOH ~''~I ~ 15 tJr ~auHTY Gn SPOKn.rvd~¢~ N q Qh "A!Q}~~Z9 3I87,•- p' /r 70 ee raa aza' AYENUE on ~'hi 9.r dsa~p ed'r i95c 'pa,4arm mmpmreonolly appaae~ydd Eorl Q 9rv.et0 M lo anr~ 5m4t S5rncfo srld ahho Y Prmdcrick dnd paaaic. M Psu,dwrick on Richord 9- Snvar ond Alyc¢ e.. Sp~a.r. in mw M1tnawn te 6v. $h¢ idwn4ical psraons wha cx¢wF¢d xx4 70 • 7s Fpi~ u~ 0 ih¢ wif'n~n ond for¢gai~sg tn~+rmmn} and cwknowlc,dg¢d +hm aoma }o b¢ thets ~r¢2 Z~a p ~ and ~clun~ary act rar,d d¢cd {orlh¢ usa~. o~ purpo3¢s htr¢in rr~¢n~hsan¢d ~`rq IN i[ae3~ wMaeeop I kerxun}a saimy Txand. ond of f"aed my eSFic.o4 s¢oV fhadoy and ^ vlryry 0 'm v • ~ yzpr rir~4 abovm wrihian , ~2 t 8 7 s ~ ~ 2 g I pq, (ll ~ No+ary pu6lic, in o d{'or ihx 54n+m e~ Waahing#an 5 a 4 ~ R49~d~Y1Cs a+4rn~n.,i Wq~F,~ngkan 64 d-d~F ----~.~~~.._m_'°-T~d'-----.~a T' ~ 3 .7 / 4J < 4f~VEI OR'S CER7IFICATE ~ zo-Ea 66 , S, Kef4h P; Glillar, o Rra~zae.enel Lana Surrayc~r, h¢ra~y rnrfi{'y iho+ }his phk rn.preaacn+a a tru¢ oopy -c{ !h¢ rccordo and aufM¢y mdd¢ 6y m¢, and +ho# 4hm lai carn mv~ umcnla hc4v¢ 6e¢n as+ 1J '+0, ,l s9 ' 4,9 " ^~LEGE,v❑~- ~ QS~' A I~j ~ /ewrY O A/r~w M sha~v,+~ ~ j ~ S 1 A 1 rr ~ s0, oMa e~a~.~ a l of Excminad and A1pprovm6 ➢atm ...pfC., tA 19~6 I~ ~ I -~'pakon¢ C~h1y I'2 d Engtnmmr I - y r ~ s`~,. • 16 ff~ - • ~4VE~IIU£ ~ - " - p -•3Bp'07, W 6C36'-' Q Sb5'4fN' C696, Exam~rimd and AQprqvv.d ~atc } 19SG - ' - °-~pok4nv. GaurrYy Plnnnincy ~~er1mIS9YPR 6y~ ^°i~ ~ Y~"-' r -1 N AL PLAT LY! l~ ~ti lh-.lt}R'fC~~l Eaamin¢d and APprave,d UNIVERSITY HEIGHTS FIRST ADDITI0N ai!~:, 5~~~~, c4Unrb Cflrqm~assan¢rs ~y ~_3i1%~'I;'a~~~-= ~fTUDES 4 DE'PAP-TlJP-ES g SUBDIVISION LOCATED IN THE SWIl4 ai SWIX of SWP/4 of ~ ~ GNAiFLMA1d SECTIQN 21, T25 N.,R44EfWM N89'42'E G6~5' 3B8' G69dy' ,~v~•'~. ' --f.. Q08~ ~I nzrewka C~,-rtFy tna+ rhie. requ,r,md +a.m~ on rr,m bz,-ein p4ei+ed iond nave b¢en RQla, N O'oI' W ZG79' ZGT 30' SPOKANE COUNTY, WQSHINGTQN 1 UA0 ~~5~ axccp} I.oY7, 171oek 1. ° 7e~4i'W 66~.5' 398 G63.49' ~ ~ f p Sougu 2673' Z679~- ~ ~ ~~,.r bY ra L.a ieei c, aii 46' x~~ ib~ a~eav ~e~sY SEPrEMBER, 1956 SCRLE 1"- 50' 4~~1 ~pake~S¢ 4oun4y Trmp~ur¢r c.!( pa,pui'y' °•i ~°a' K@lth F4flIIBf Profsssienal Lond Surveyar AfaaE-r..waree prsrarcr ~ ' i ~,e~'' • ~ DED/CATI(JN KnAS die fiftxarTHFS[ P0PFSlnr3, Mer ~lrrm Pon,e+, ra+.a~i wdr_f rrry, wH 4ee411.NRdraOnN+eo N.ie4H a~N• deA.anm.nr w-~orj rN ~ 1 ~ fwr+Illf0oPW -?A,Jan. taftNl~b.~/hrsF.Nd~lryy'lsnluYeRmbnn~b~erM~lrrNrN~lmv~lwapporlp~pnNirtwera"SX,fMFLf p00I1lQ#vpvlwof lA, S M 1Air $c,~'Yp~N,A4 f[,Vyh~(nyp~ulelbal, S~tdpliuir/fMS E LA 41 !ld SW l//0t1yS ~C 44 0f &l71r15X, ! ~ .r ~ ~ + k~~£.w,u,f+CtP~rhwowr~vnk~araree~~ern.~,~pen~rpoivvun.~r~u~M.~nrrms[twIa~~.er;rnrsewuuckrr,eeurexx~arSaMa,rr-a ~ y Q11119 V~~~L~i (d ilPZol-l,Ida- 3ala60/..0 fa k~ AQB,ALif1FK£CPTIMFOwIAJ0/nI eM tNFalllpH1or41,uWda/ Nd1ft11Ert~ HP¢e h M ~A1 {cdhCtnlE/uppl I ~ +I b u r ~ is.a+rar.cre.,.enaam.ranod.ewaia5oap f4 O~m m~r+q+:a'e+~M Y~rcMrMp aa.a xi.bmipmIdvl {Nll BmM 1, N,ft var Pon Wh cNblaj .Rry p M'm!q AV .NtA rM reA r~>~r~n,u~..rra~.~rnm,wuwaWawd nirrw~A+r ra~ .~r e1 raeaa+~rhrrwemr+.n,rua~ro-nr m~rrerevn~ser, un~ea~.* ~ ss.wm. rrd 1 ~e I ~11 w r19rof .qaonaenee.,rror~drqrn~m.aNSaiw46#rra»rorawelk ~ 'f P'~ ,er'~~.o..-..... ~ ~ I ~JFomwnNrpwer,rrueen. 0,04f sftue.+rte,, wohrtvf ateri-perrmo,rrnet~.tt ~ ~ ~osir~vr.wahienn.~.r sv~raetrr:Twuraaomr T_~~ I rt 6;51F^ Mr enn nrea ra~ IrweaH d..l!!ep .erver- iwll n oenl inrrra en e,y m. crm rrh edl7hu e7' wo roo' +W. 1 ~ Err~iMaf~11T-0. NWNnpsn,Ail JCd4 tv d ~~Je.C .IASJ ~ O "y{o. f I 0~ S1 j~ I ~ ;!r~''^'-`' ~.F~drs~., r.~G' • ~...G.,~ IILn/~~.~^.~-~~ ~ I ; . um.~i..~wwa 0 l~ n • wnntl~nr,qrr~.fa ~srcn,mr,uawrakpmb,qhr xa +4 ~ kMrMrea~%eA I 4 3 f •~~IP~1%iS' 'F l I d i I rx ~ ~ e n~ ~ ~ ,QCKNOWLEDG141ENT 0 p -0 Srare or waS+n+w"~'Qx~ . y I°i ~sayk r~ mr a.afwd* oeW.ar a~nt- O~Mh M/a/ ~y65 q/ -r qppW AMilnf q RHeNpl11apmPeletkt Id"lhalN+-r rMwKfhd/Mt~lAn mQ&'fnkoWrn-m"aer~aorNaw ia.~~.,v" s."~- ww.i;mmM" nHr- ro,-acurma,a_k~"w"W s ~ --ro8as'-•---••--•ve'----__~'~. pa---f- ~~_,~'___~.re--•••~' , pVN11M13ldrX'dRE'aFlqn~lrnasfiWpMlo~elfvs/4irFK~blqdtuePalkMlt~Rnieeen~enNre (~Iwnrmrx.l/, ~I(I ~ M~c~~.nw prei~•~ :C /f~'tC? f.sr ~A9wry Pomx ndh•!Av&an d tre Seal, I'. Sp' I I ~ C 1 v I T aCr `5~ (nA.q M. J~.~ J:t ,e~ al I Y N1~ In q I ~ • i~ tJ~ 0 ' s ' T e ' 3 ro I I~ ~ 'kj 5 C ' ~E I ENGINEER S C,ERrIFICArE do• 1.C4/tKIf4~4AttnObtda[NCAnfFA4~AtwHlwlAvnVN,M+oAPrnliryl.IAM~fIH 0~[neryet~n[~NH101dKRlrKeMlMa'tYtilir~~l' ' --v---°-------r------~-T---~--~°'~••~~-----'- cr.vtlfNWeerrtrrtmlwanvmnM1narenaul ~6f1~~~~~a-~•~•^~-~~~ . ~ 16-1h-`AV@nUB • ' •5 , i------ 7 I {Arlr~lDES ANO 6£PAR7URf5 iFCEND d ~iou■~r lPl y~iFI~r~i4LJr r.aassr _'O' I tra,vsr_.I xaArw I s~unr I~r•sr I n n o snsu~er rn~,l ~ I I a~ x o•arr ja4oo I w+oa ~'P'~'l t uex6y rrrP,lprwl lM ~sprral tln! M Mr pr.hplailM 1m0 Aer. eerawrS ' I xef4Y£ ~~arc I ~ ae ! .u ra ~ Y ~ 19 0°0rF I 170C0 I I 19W00 I R!x ~ I ~ /emetemm A J~ INQq4Y! I 70000 I Q7f 'I I PCRtlO I Oal~ ' -S ry61 /l!E'~.~ , a Ri' dr _ o Po~t~MAarrdni swad„ c.~+ry rhaw,*r po,f/ s o°or r f rrroa - i woo i oa i SIA°IYH' I 6fJ~0 I I }al ~ ~ BV19 6 Adf~nen9p~mppr/ rseli V 1~91~►0 I dC6P0 Vjn+p C 3.J.! I 8•l.11 I • ~ ollrrnne~ I oP1 I oW i F~++ne W Ip-K ~ 9 ,136f ' sPe+eN Cwd' £op- 4 [resp~edN,~AOmr/r Ne.~ ,7 .9l3 I"~.~/rc cR'.a l6r, rY.*w.l~e_x 1 f Spiaev Com1r W-p Germimxn Cntlr~l~n e F+ara~ReN{qrond. l~fRy ,ron ~.~..r~ I Sm+aae Ctmry tocw-.aan Cte"wn ~ $DeMU('evnry.lenun~ ACKNOWLEDGMENT ffN,4L PLQ]` CWnPr oF 9FroXaN! 1 SS onrdh.~_day.l,r..1..1~ ,i999. Mlennw•+a°allr;....~Ild,aC+M:prn-d9nm7rkaee611rowinpwntee& lleneeeeeeiamAen++n VHA 1IE6,L ryDDdlPti/!■ nra.ermihor~v~~vmreePerro- n+n.W arcx.mrnaoredn. .ae.n"✓lVFpv+rpMnrramearaerfre.heprerwwm.me.cqn+ v~WFeerl ae+.nd bF~ onarameunro~a.wseimnmw~nr.orrd,vvumxnwearnrnr.drnerla., ..naumx"N+r~r.rwe~.ie~mfrnm~ereAr~nF~o~an.n>uiarenremr aaoRranNor mr sE woF sm r,v oFSwl,nrn+secrronPrr2sM,R,aaE,W. 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Boora d Ceunty Ccmmlielonfn T } I ,,r COUiVTY TREASLlRER ''{4 1 nere6r wrIRN lhol lhe ro¢ufred PoKn on fie Aueln plolfad lond huye 6een fullr pald IhIsY~ dm o1JA+I 1956 W ,t ~ t -J V; ~ - ~4 ~N AVE IS+"~e JuE 8 TEIaAAt, Caunly 7nacunr 6yDvouly Q I 9 CL za 21 cm 1es7 es' ~ rar,vo ~ I M as 2a ~ :}caR r_ I~r_~ I CI.OSURE BEAHING ~ ~IST0.NCE tRiITUDES i DEP&w ~ LEGENO panrx i g59 ae ~ e1g egi I i . Lai aeR¢a I ~ n.e9's7'E. i I ii 9ijf¢ji ~ xoai p NGIIUMEM7ler a~.qe~l i ~ SW7N s 76# W. snr sa w i ;i),~i i 911.71i gg.R, rnrA~ i srisei 571,ae1 sosq ar~a ' ~ r• , _~j, , ! . , Madai GrioeYwn 9isTrk+018