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Home My WebLink About05D1831v vKEYMAP I 1"- 100' CITYOFAUBURN GENERAL CONSTRUCTION NOTES CON77NUED ON SHEET Cl,03 i. 7/A!S' DEIEZOWNT PRO"T 9MU CLWFLMM TO 77 E CITY OF AUBURN S REOULR£AKNIS AND B£ AV ACCORDANCE WN 77E APAIM PLANS ANY ORANGES FROV THE APPROMD PLAN WLL REQUIRE APPROVAL fRQV PIE OWNER, ENGINEER AND 77E CITY. 2. ALL NCINI7MA S W AN7 AU IEMALS 9WL CYYEORV M TIE 'WA9MVG70V STATE OfTARTWWT OF 7RAN996WTA Pall (NW07) STAADARD SPEOFICAnOVS FOR ROAD, BRBCE AND MUWCIPA COV57RUCROV- (2007/1AEST E&AON), EXCEPT WERE 5N9fiU N7ED OR AA"10 BY IW OTYS CCWSMWPOV STADAROS MANUAL. COPES LE 7W ABOIE DOCWN73 SHALL BE A KEA&E AT 7W AA9 97E DCARAD CMS7)XN•IKW. 3 A PR£-COV57WC710V AEE7AV6' SHALL BE ACOYA4£D PR16P TO NE START OF ALL CLWSTRUCAX CONTACT 7W PLOUC KWKS DEPAR7MENT AT 253-931-3010 RD SC7/EDULE A AKFRK 4 L"POVS 9KDWN FOR EX7SWO UIN/IES ARE APPoM MA7E. IN£ GOV7RAC70R /S CAURCNED THAT OVERHEAD UNITY LINES AMY NOT LE SROWN ON 77E DRAW KS IT 9MAL 1W PC COWNAC70RS RESPo9LmJTY 70 AEIERMAC THE TRUE EL£VA7KINS AND LOC4)7�M�S O- ALL LADERM9M UAU7,FS AND 7W EXTENT OF ANY HAZARD OWA7ED BY OWRIEAD UNITY LASS lOEN71i,1CI ROW, LOCAITQV MARKAD AND RC9ROYSBNUIY FAR, UADfRGRQUNO FAQUAFS OR UT UTIE$ IS GOVERNED Sr 77E PROW9045 CI- OVAPIER 19. 122 R£M9D CO&F OF 04-WWTOV (RCW) PROR TO STARRK CCW57RUC77ON, PC CONTRACTOR WALL CALL OWE --CALL (1-AD-424-555s) FOR UINIIY LOCATONS (WI7ER, SANITARY SFWCR, STORM SEWER, GAS PARER, 1ELEPfac AND 7REW96N). 5 P17/CW TO 7W START OF aWSIRUC7701V A PRCWOSFD ROU7E AND SOLED'.KE FOR HAULING M47E&AL TO M 97E 9MU BE sU816T1£D 7O 77E OIY EOM APPROVAL IF 7W OTY B£LEVES TNAT 71E PROPOSED HAUL ROUIE IVLL ADWWLY IMPACT PIE 57REE AE711CA K HAULING MAY BE LIMI7FD 70 APPROPRIATE OF -PEAK HOURS OR ALTERNATE RO/IES 8 HE CONTRACTOR SHALL BE RESPONSIBLE FAR PMC SAFETY OV AND ARWW 7NS PROECT. PRIOR M 7NE START OF WDRK, ALL A4E7AWS AND EQUIPMENT USED FOR 7RAF9C COV/R& AND 57REET MA017EXANOE SHALL BE MWTIED 70 THE CITY FAR APPROVAL. CLN'7RACMRS AND THEIR SURETY SHALL BE LIABLE FOR AV"FS AND DAMAGES TO PERSOVS AND PRLWERTY 5&"E]tED BECAUSE OF CONTRACTORS WERA77ONS OR AEGL/2-XT CCRMIECU WN TWU 7 AL LWVSMUCR&✓ SURVEYING FOR 017ENSIONS OF PUBLIC FAQUIIE5 BULL BE DOVE IWXP THE OMP£C70V OF A NSWO76W L/CEN9D LAND SURWYOR OR A WASHINGTON LICENSED PR&F.,"v WALL O•MD ENNWEER 8 CM77RED ORAWNCS ARE R£QU/RED PR/OR TO PRA.ECT ACCEPTANCE REFER TO 71E OTYS NEC0R0 CAVSIRUG7KW DOCUI&NT' HAAVOYT. AUBURN, VVASHINGTON SEC_69,TWP_ 20 N., RGE_ 5 E., W.M. LEGAL DESCRIPTION A PARCEL OF LAND S7VATETI IN THE NOR7N HALF OF ZC710V 4 MW S W 20 NORTH, RANGE 5 EAST 0- 7Tf WNLAAE77E MERAO/AN, PIERCE C"TY, WA9*K7AV, MORE PARPrULARLY DESC'R7BED AS FOLLOWS COl4fNOWG AT NE NORDEAST CARVER Or SW SECTIOV 4' MNCE AW:M 431W AL&VG THE NORTH IMF OF SW ZC710W 14M 49 fEFT,• 7WW SOI75'17-W 57490 FEET TD INE /N7ER.TCT 0V OF EMRO4EfN NN Y SE. AND LAKLAND AWLS WA N, 77EW S4500100 W 3/500 FEET NENF N35WWW91/ 17.50 FEET TO 7W PONT OU B£GNWK THENCE S5500001W 20854 FEET M PC XOW4WC OF A Cl/RIE, CONCAVE M 7W SOUTHEAST AND HA MG A RADIUS OF 927..50 fEFT,• T Atr SOUTHWE57ERL Y, ALONG 71E ARC OF SAB cA?w 7WOl) YT A LFNNIRAL AYi£ 00� 29I3I3; A &STANCE OF 481.24 FEET M THE BEGWhWWMRG OF A R£IERSF a RK CLWCA IE TO 7W AVRIH, HA ONG A RADIUS OF 25 07 FEET 7MWLY SOUTHWEST AD WESIERL Y ALONG 7W ARC OF SAID aIRPE INROU91 A ONIRA ANGLE OF A65917; A &STANCE Or 37..96 fEFT,• THENCE N6744'151W 2305 FEET MINE 6fGAMVTNG OF A CURIE, CYWf.Ae M 7NE NWTIEAST, HA MNG A RADIUS OF 404. 07 FEET HENCE AVR7NNE57ERLY ALONG 11E ARC OF SAID CURT£, 7WOU9l A CENIRAL ANGLE OF 4771 N-, A &STANLE OF MW ILET M IW B£OWMW OF A R£l£RSE OURI£ COVCA If 10 7Tf SOUTHWEST, MMVG A RAIDS OF 45400 FEET INENCF AWNWE37ERLY, ALOM; PC ARC Or SAID CURT£ 11AYXCH A CENIRAL ANGLE OF 275d49', A DISTANCE OF 22LI 65 FEET 77ENCF 0874,60V 10.37 fEET,• THENCE N4/ 16'CbE 804.59 fEE7,• AIeW SIf5W W-F 6321E fFET,• IfEAYE S55W000"W 1800 FEET 7WWNCE SI NOWT 650 FEET M 7W PORT OF BELkYMWG (80K LOT I OF OTY Or AUBURN LOT LAC AAAUS'IM WT R£COM%D 0"R RECtROW M/MSER 200210220767) EARTHWORK ESTIMATES CUT 1, 000 C Y. FILL 4Q000 C Y. IMPORT 39, 00 C Y CONSTRUCTION SEQUENCE 1. CALL OVE-CALL LOCATE FOR THE LOCA770V O' EXISTING UMIRES /N AREAS CR ACC TO DE99/ (1-800-424-5555). 2 HOLD PRECCW57RUC710V COW RENLE W& aTY OF AUBURN 3 NSTALL 7fW6WARY ERO.SKAV AND SE%"T CYWIRCE MEASURES AS aWIIF/ED OV SWEET C201 AND BY RE GRADING AMO EROSION CON/R& CCWSNUC70V SFOLENCE OV %FFT C2.01. 4. CALL CITY OF AUBLW FOR AVSTCIMMK 5 CONTRACTOR AND AEICCOPER WKL BF Rf92ONSftE FOR AMP MAL fW9CW CONIRa MEAR RES AS ACCPSSARY. 6 LRAOE PROX07 TO PLAN QRADES 7. ANSTALL SANITARY SFWZR 567EX 8 INSTALL ST" SYS7EM. 9. INSTALL WA IF? SY57EM 10. INSTALL ALL 07MR UNITES 11. GLEAN CA TOY BASINS BY REMOMVG 9DAAENT AMP D`.WS 12. H7MOSEED ALL DAYL/9TT 9O°fS AAD ORER AREAS INA7 ARE 70 R£AIAAV UNWLWKED 13.. PA IE S17E. 14. WWY STA&L/ZA77DV OF 97F 15 CALL CITY OF AM%WIN FOR 91E A tWCA W NOTES. - T ALL GA 70 ACCESSES (RECMAR AND EMERGENCY) WKL RCOARE A RAPID ACCESS KEY". CONTACT 7AC CITY CAS A(/&ARV Fw APARTMENT FOR .SPE9fICATONS. LEGEND EXIS77NG PROPOSED �.� TYPE I CB �.� TYPE /l O9 SANITARY SEWCR MY A FIR£ HKDRANT ytl Jil WATER FTITWCS MK GA7E YALW If AIR RELEASE VALW v BLOW-07 ASSEMBLY p CONOREIE &OCMING O GLEANOUT AS N07ED OV PAN O YARD DRAM 0 LANDSCAPE LDRAIN -6LV-- • 59800 JS 2X 0 i � 1 OWNER/DEVELOPER WA TERSTONE l/, L.L.C. 11624 S.E. 57H ST. SUITE 200 BELLEWE, WASHING701V 98005 CONTACT- RANDY FORSY7H (425) 586-7700 ENGINEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 297H PLACE, SUITE 101 BELLEWE, WASHINGTON 98007 CONTACT- GARY R. SHARNBRaCH, PE. (425) 885-7677 GEOTECHNICAL ENGINEER EARTH CONSULTANTS, INC. 1805 1367H PLACE NE, SU17E 201 BELLEWE, WASHINGTON 98005 CONTACT.• SCOTT DINKELMAN, RPG (425) 643-3780 ARCHITECT MILBRANOT ARCHITECTS 11715 S.E. 57H ST, SUITE 100 BELLEWE, WASHINGTON 98005 CavTACT. BOB WEIBLE (425) 454-7130 LANDSCAPEARCHITECT WE/SMAN DESIGN GROUP 2329 EAST MAD/SON Sr.. SEATTLE, WASHINGTON 98112-5416 CONTACT.- NICK HALIEN (206) J22-1732 $ITEDATA SITE ADDRESS' 62020 EWA WEEN WI Y N. E. EXISTING 70NlNGMFA-1 577E AREA: 453.509 SO.. FT. (1041 AQ2ES) NUMBER OF DWELLING UNI75• 79 MIN SITE AREA PER DNELLING /MKT Z400 50 FT. PLANNED 97E AREA PER ONLLAG LAN'T A741 S7. FT. ACCESS TO Pl.S:1C STREETS BY WNY Or 26' PRNA7E off 6EWA Is MAXAINAI BUNONG 7E79/T 30 FEET BMaW FODIP&NT COW RAar 272,104 SO FT. (SOX OF 4 1508) PLANNED 3AUWG COI£RAa- 1346M S2 FT. TOTAL APfRVOUS AREA: 264521 S12 FT. PARKING STA715770: SEE SE£T A2 IITIL/TYPROVIDERS WATER CITY OF AUBURN SEWER CITY OF AUBURN POWER PUGET SOUND ENERGY TELEPHONE OHCST BASIS OFBEARINGS N0143'15 E FOR THE EAST LINE OF THE SOUREAST QUARTER OF SFCDOV 6, TOW✓SAW 20 LAPIN, RANGE 5 EAST, W.M, PER RECORD OF SLRIEY R£COFMD 6#KXR AFL.. 200102265" ro,XT1712v W19il•L•] PROPOSED S7REFT LGY7 BENCHMARKS 1. BRASS SURFACE MOY. 0 A'IERSECnOV LAKELAND HILLS WAY k EWRQR£EN WN Y SE PROPOSED B&LARO LOYT REYAR&✓ 564.51 2 LIRASS StWALE MON 0 /NIER. EC77011 LAARAND HIUS WAY h J4MfS AY£. SE. ELEWA RLW 498.. 32 I I AccavA - PAQl�/C e � AUBURN irs EKING COUNTY ci I / P � 5j55E L NO Ki NYSE KING COUTY y PIERCE COUNTY e ( r SITE ( ' N O ST SF N B.7F -ST E i ' SUMNER TAPPS HWY. E. PIERCECOAVY OAK RKWAY F TAPPS PA VICIN17YMAP 1--114 M/LEt SHEET INDEX 1 C1.01 ARE SHEET 2 C1.02 06RALL PLAN 3 01.03 SITF DETAILS AND GENERAL NOTES 4 02.01 EROSION CONAPOL PLAN 5 001 GRADING PLAN 6 C3.02 GRADING PLAN 7 003 GRADING PLAN 8 C304 GRADING PLAN 9 CJ21 SITE SEC17ONS 10 C122 SITE SECAONS 11 CA01 S70RM DRAINAGE PLAN/PRORLE 12 C4.02 STORM DRAINAGE PLAN/PROFILE 13 CAOJ STORM DRAINAGE PLAN/PROFILE 1404.04 STORM DRAINAGE PLAN/PRORLE 15 C4.05 STORM DRAINAGE PLAN/PROFILE 16 05.01 SANITARY SEWER AND WATER PLAN/PROFILE 17 C5.02 SANITARY SEWER AND WATER PLAN/PROFILE 18 C503 SANITARY SEWER AND WATER PLAN/PROFILE 19 C5.04 SANITARY SEWER AND WATER PLAN/PROFILE 20 C5.05 SANITARY SEWER AND WATER PLAN/PROF/LE 21 C7.01 COMPOSITE U17LITY AND EASEMENT PLAN 22 C7.02 HORIZONTAL CONTROL PLAN NO7F• 01VIRA07OW /S AMA?0 70 MAW 7TE CITY OF AU&URN STAAQW NOTES AW SIAADMD AFrANS AND 99EDFV IKWS AMANARE OV .CB S7E W/EN£KR COV57RUCAM IS AV PR06RM UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 RECORD DRANK CCRWrA710V DRA TIN Il TO INE AC s 17OV RECA�s B Y.• DATE:• 777LE�D 770lV. CN cavnRMED BY CITY _ GATE• PRI,cCT REF FAC 04-0009 TNSE AtANS AC APPROVV FOR CWFORMANCE WIN RE CITY OF AUBURN; E7 MEDDW &VSCW RELIARfMENN APPRO►fD BY DAIS APPROVED: % W N CS ❑ CS rE L i LU O cr L� a 0 0 0 SHEET OF 1 22 PROJECT 03103 NUMBER e 0 N TW. 0 orlo)183/ ]:\lehelaW\03103\Erigr\03103c102.ong, 5/13/2004 2:42:12 W, KIP pi E .pd n �a� o� Zt n0� a boa O n: Ln 0 / J 1 O v A In T o m Hz w3No � x DATE APRIL 2004 DESIGNED G.R.S DRAWN L.G.WGH7 APPROVED G.R.S. GARY R. SHAM PROJECT M LAKELAND HILLS OVERALL PLAN WATERSTONE // WA TERSTONE I/, L. L. C- P. E. 11624 S.E. 5TH ST. SUITE 200 HELLEI UE, WASHINGTON 98005 'COm DESIGN ENGINEERING 1477 1 NE 29th Place, # 101 Bellevue, Washington 98007 425.885,7877 Fax 425.885.7963 PLANNING • SURVEYING TWP. 20 N., RGE. 5 E., W.M. GENERAL CONSTRUCTION NOTES (COY77NUED FRCMI 777ZE SHEET C1.01) 9. EX 67ANC A4WXNT SURFACES SHALL BE SAW CUT FULL DEPTH NTH SRAKHT, Uilh-" EDGES 12 NCHES (127 OUT FRCW THE EDar OF EXCAVA/TOV.. ALL ✓(W75 BETOEEN 77k NEW AND OWGWAL PAVEMENT SHALL BE PANTED W7H ASPHALT EARXS UN (M- 1). 10 7BE LX6T NLS7RlC710MS NNW E)7S7NC RNW75-OF- ONY GILL BE AIrPIJCAME AAV OFTERANVED AT THE PRE'-CCWS7R 7X)V AEEING 11. THE CORVRACM? NKL BE REOUKED TO IRATER TPk 97E, AS NECESSARY, 70 REDUCE EARSSOMS AS A RESULT OF COW57RUCDOW ACRWTY. ME CCWTYACTCR 9MU ALSO SN£EP ALL AFFECTED PUBLIC ROADS AS NECESSARY 70 REMOVE ARID DEPO97ED AS A RESULT W P7ROIECT CCWS7RUCflW ACDNTY. 12 ALL MANYaf.$ CATCH BASK AND VAL YES N PUBLIC' RK:T7S-6F WAY CR EA950FN73 W&L BF ADN/S7ED AFTER ASPHALT PANG MO C M 7W OTYS S7ANGAPO A0.WWWT AETAIL NO 7RAFM-12 ALL UTILITY CASINGS W7-W OF PAAiD AREAS SHALL BE NS7ALLLD 07H A MYCAE7E CaLAR AROVAIO 71KM. 11 PYC MANHOE ADAPIERS W APFROEO EOAAL -WALL BE USED TO MAKE ALL CMAVEC710VS W SDP 21 OR 35 PYC PPE M MAMYaES OR CA MY 8A97YS 14 8EDONG FOR PK CYNQW7F AAV DL/C7XE R M PRE SMU BE 5/8 AVY AMWUS M19*D ROOM, 9X NOES (67 WO MI UNVER, 70 SX NOES (67 AVOW OWR 71k PARE AS PER 77E CITY W AUWA4N STAAOARD WTA/L NO, 7RAFRC-OJ 15 REFER TO AaWAWV STAAVAR19 71ENCH EXGAYA770M A117 BAL)VIL DETAIL NOS 7RAf7)C-01 AND 7RAfF7C-03 FOR COMSIWXXW PROC£D(M'£S 16 CLWS'TRUC7XN OF A?O%l5:D AO9ROWACV/S RACL /k N ACCOWANCE MIN APRPORED PLANS ANY CHANWS PROW RE APPRROAM PLAN WL "AWE APPWOiMC fROV THE OMIYER, ENONEER AA19 7NE CITY W AUBURN 17. FOR OWS9AW NTH LESS 7HAN I' (1.5' f6 R SEALER AAV INTER O %nWS) W WFIRC.AL SEPARARLW A J'x48'xIL8' 9ffr Or EAMAFOAM 220 ORL B£ PLACED BE71UN THE PIPES WDl SAND PLACED AROW THE QW.5" C APES A O THE E7HAFOAM -WT. CITY OFAUBURN GRADING AND EROSION CONTROL NOTES 1. WMIN 7HE CTY O� AL/BUM ALL REOOHREO R£IEH716W W DETENT7AV, SECW£NTA716W AAV EPOSICW CY.W7Ra FALX/DES WST BE C VSIR/C7ED AND N WRA 176N; PRIOR 70 LAND GLEAR/NG AAV1W OTTER CLNSRXUCRLW ACIMTTE$ 70 NSU9f` THAT SEDMENT--LADEN WATER AMD 57" LRANAOE' RUMO'F Dab' NOT MPACT DIE AD.gLENT RRO°ERDES OR 7H£ NA77 RAL ORAN40`- ON YS 1. THE XTENMNL 9DWNTAIICW (REIEN71M E A1FX7RATKR S'57EM /S USED) AND ERO-0V CLWNCX FAMIRES DEPICTED CRY IRE APWOWD LRANOS ARE hVZW £D TO M7 ANWMEW REOLOWAOEN75 70 MEET AN770PAU 97F CMUR MS AWTIOMAL OPAWALE AAV fR09QM COVATa FACEINS MAYBE RECXRED AS -97ZIA77CWS WARRANT &.RNG COV57RUCIXAV. Ilk WFLEWNTA 770N( MAN7ENAAC.E RENACAENT AND ADO'NONS M THESE CV7Ra SYSTEMS SHALL 8E Dk RE900W.9IAUrr QE PC P RMA'TTEE J Ilk AEEN710V WTENA2V E NPX7RA7XW SYSTEM IS USED) 05V7Ra POW SHALL REMAN /N PLACE UN77L IRE REfiWAAEAV STORM SYSTEM IS N PLACE AND OPERA RhAL. 4 7Tk EM9O4ARY ENt7SOV COV7Ra FACU71£$ AKXL.CING ALL PfRMiETER COM7Ra$ 9WAU REMAN N PLACE UN71L FNAL S7F C06ffl C71011 /S COIPL£7ED AND APAROYAL HAS BEEN RECEII£D FROW 77E CITY. 5 ALL AREAS OE AC77W EARIMPEW MWO7 AMW RC POIEN'DAL FOR ER09W AVO MVMNTATNOV APAC75 ON AD,MAC£NT AN FERTY AAV DRRANA6F NN YS AMUST BE STABILIZED ACCOROWC 70 IIk FGYLOMIWG SCEDUE.• fRQll APRIL 1 70 SEP7£Ai6FR JO,, AREAS AT FN& ORALS AAV 7HLLSE WWOH ARE SOEDU(ED TO REMAN UNNEW(ED FOR MORE 7HAN JO DAY$ 9WL BE STA%IM WPM 10 DAYS FROM ORCMWR TO MARL/ J7, EARINNEW AC77N7ES 9 U W C0097ED /N STAGES N ORYXER M mw2r SOY EPDXY R£. EXPOSED SACS MAN AN AREA ORFATER )WN A O70 SNARE FEET WHAT ARE SCIEDULED TO REMAN UNMARKED fW MORE THAN 24 HWRS AND EXPOMD AREAS OF LESS 7HAN A000 fFET THAT WU ROMAN UNMARKED FOR MORE THAN 7 DAYS -WALL BE STABILIZED IWMATEL Y. CITY OFAUSURN STORM SEWER CONSTRUCTION NOTES 1. 7W C6WRAC7W 9MU OBTAIN ANY NECESSARY Sr" LNE CVIVACCDOV PEW175 FROW 7HE CITY OF AUBURN, PRILR TO CW57RUC770V. 2 ALL 57WM GRANS WfWN 7HE OfY£LORAIENT -TALL HA YE S7ENOLED 7XIMP NO WA57E - DRAINS 70 717HER' STREAM$ 'ME7LANDS" W ORWADWATER' AS APPLICABLE. CITYOFAUBAJRN SANITARYSEWER CONSTRUCTION NOTES I Rk COCA DAM OF 7FE SIZE SENFRS -HALL BE MARKED AT 7Fk END LF DE LINE INSIDE PRORERTY BY A PRESSURE 7REATEO 2X4, FOUR fZET (4) LWG &TRIED N IW &% WD A O57ANCE OF THREE fFET (J). THE LONER END -WALL HAW A 2X4 CEAT NAXED 70 /T 70 PREWfNT WRVRANNL a- Dk STAKE Tlk EXPOSED ONE FOOT (1) SHALL x PANTED RAMIC YELLOW AM7 RE DEPTH 70 M SXk SEND? W REF 91ALL LE /NC'ATED IN &&X PANT OY THE 2X4. 2. CDVTRAC7OR -WALL LOLL& ANY NECESSARY .9GE S£MER C01NECMV PEAMP75 fROV 7W CITY CF AU%W PRA4 M CYM57RU nm J UNLESS OPERM9: APPOED, THE CITY OF AUMLIRW 94411 W ALL CYJMWC716WS M 0I57NG .SEALER MAN W7H NEW TEES RE COV7RAC70R -WALL BE RE9DWKE FW TWM7l AND PA WEAENT £XCAYA ROW, PPE /NSTALLA DON, BADYfZL AM0 PA IEMENT RES7WA7XW CITYOFAUBURN WATER MAIN CONSTRUCTION NOTES I PIPE FCR WATER MANS -HALL Lk DUC77LE AROY AEFING ANSI SPECIRCA DONS A-2151 OF LATEST REK96WS AND -WALL BE P#"SS aASS 52. PIPE -WALL HE aWN7--COE9, N ACCORDANCE WTI AN9 9DEC RCA77OY A-11.4 CF LATEST REN9OM. 2 ALL PU&7C HATER MANS SAKE HAYS UNXHAV MU GF fOPTY-7W NOks (427 J ALL YAL NE5 FOR NA ER MANS -WALL EE REMANT OEDOE RAT£ VAL YES FCR INEZ Y£-NaAS (127 AND 9VALLER &UTTERPZY VAL TES SHALL BE USED W9N OVER INEZ IE N095 (127. 4 XNT$ EXCEPT W&RE OMRWSE REOUMPED OR 9� OV Dk ARAWOGS SILL BE U7NER MkOUNICAL-BaWED T)FE OR PVIS7-OV A49WR RNC GASKET IYFE CLN M*W TO AMERICAN NA7XWAL STANDARD A-11. 11. 5 P#YRTTNG SHALL BE DUCDLE NOV AND SWAU HA If 7W SAME KM OF COA7RK LAIOYG AND SIRSWN AS ITC PPE 70 WROH COVW£C7E0 AND -WALL CO WM 70 AN-9 SPECEKIA RCVS A-21. 10 AND A-21. 11 OF LATEST REN9GV. 6. H)DROSTA77C 7ES75 ON 7W NEW P FEZW -WALL B£ M4LE N ACCORDANCE WTI RE PROCEDURE FAR WA ER PRESW 7ESTNG WATER MANS AND Dk LATEST PROVISIONS 6F ANON C 600, EXCEPT AS MLMXFIED HEREIN. Ilk CLWTRACIW -WALL FLWN49I ALL EWFIENT AECESSARY 70 MAKE THE TEST AAV Rk COVMACTOR 9WL CY.NWCT ALL TESTS L#Wg R 7W SU4ERN9W OF TPk EAMUR. PRfSfflff TESTS -WALL BE MADE ON ALL PANG AND APPYR71NANCES NSTALLED LAWER 7145 COVRACT, Na MAC ALL COWSC7KM5 TO EANTAYG MAINS AT A ARMMW TEST PR£SStRE OF 200 PSI 7. L1SNFEC7)0Y OF IRE AEW NIIE'R S67EM SHALL M' REOUWED PRIM TO COMkCDCW TO PE 0757ING NAER MANS AND 9HALL lU N ACCWDANCE NTH 7hE LATEST PROWSOYS OF ANIMA C 601. 8 7HAT COYRAC76P-WALL OBTAN ALL NECESSARY NM 7ER SERA E C'OVNECRCW PERAWTS FROM 7W OTY OF AUBURN PRIOR TO CCWSTRUCROV. 9. NSTALUATVV OF COPPORA7E S76 P$ HATER SERNGE LINES AAV ACTERS 9/ALL BE PER CITY CF AU90 ✓ STANDARD NAILS MAMA &S WATER IJ, 14, IA 16, AAV 17 SERNCES STALL BE A AOVN/GW y NCY 7HE (VTY CE AUBURN' NKL NSTALL 7Fk Ak7ERS 10 RE57RAM0 „OW75 9lALL Lk USED AT ALL BENDS FOP TEE$ 90.0 MODS AND SOECAL L ?a&57ANLE'$ COYLY7EE &OCCbG -WALL ALSO LE USED. SEF STAAAARD DETAX NA7ER-01. 11. ALL NIATER MANS SHALL HAW A MOW LVF AS506C Y AT LOW PONT AFA7 AN AIR VACUUM RELIEF VAL Y£ AT hyw PMVT OE MAN .SEE STAAVAW AFTAKS 04ER-02 AND WATER-OJ 12 Ilk FIRE HIAPANT ASMW f5 SHALL CDWZYMI M SUAMOAM7 DETAIL NN 7ER-07 AND -WALL STAND PLUMB .SET M FNW9E0 OPAW MR Rk LONEST WIZET &NG NOT LESS RAN 18 NOES (187 BROW f7N/9)fD GRAD£ AND A CLEAR ZONE ARWW HYDRANT LF NO LESS THAN J6 NaES (J67 7W PUMPER PORT -WALL FACE STREET OR FIR£ ACCESS CITY OFAUBURN WATER 11 ALL VAL E BOXES LN PU9UC Rl6H7S-0 - NAY OR EASEMENTS 9/AU BE AmIS7ED 70 FNtlAL ORACLE AFTER fNVAL PAWK /S COMPLETE N ACCORDANCE WTI THE OTY DE AL/BLW; STAM7A 19 DEW. NO 7RAF77C-11. 14 8ACN7ZOW D£NCi5 R£GGM7ED PITH Fh9F PROTFC710W AND TRRIGA776W SYSEMS AAV M M< NSTALLED PER 7HE OTY OE ALN'S DETAILS 15 7W 7A VEROPIXM FEE 9WAV0ZER SMEM 91ALL BE APPROVED BY THE EAR£ MA'9YAU AAV NSTALLED BY A STATE UaWMD fA fE .9WNKLER COMRAC70R 18 57RE£T CR PARKAVG LOT CUTS 9WALL BE PANTED WTH FLRAWULA MID-Y7 (YELLOW) 15-FEET (15) EACH SIDE W ALL FIRE H?VFAN7S AS &RECIEO BY Ik CITY. CITY OFAUBURNSTANDARD DETAILS COVS7RUC770V ENTRANCE EROSOV - 01 SET COVIRa FENCE EROSCW - OZ CA TUN BASH PROIFCMV fW ORAOINC PROECTS EROSAM - OJ CATGN BA -SW PN'17M06W ERMW - 04 CFLW DAMS AAV SNNLES EROSION - 05 STRAW AND HAY BALE BARRIER 0090V - 07 wwoge,oip swrApr srNER .90E SEVER STUB SFWR - 01 PRR'YAE SAWTARY OR STORM SERER CLEANWT .SERER - 02 24 ACH MAMWaE FRAME AND COVER SEDER - 04 MANOLE NSDE DROP .R7 FR - 05 S7WM ORAN40F GRAONG/EROSON DSCHARG£ C9117Ra SIRUCIURE 57WM - 04 RESXENRAL FOORNG (RAN DETAIL S70N - 07 NAI& HATER MAN &GONG NNAER - 07 2' AR AND WaACW R&EF VAL YE NA7ER - 02 2'MOW-CT AS4'LffY WRIER - OJ 7EAPWRARY&ON-OAT ASY WATER - 04 fN7£ HYDRANT DETAIL WATER - 07 FIRE HYDRANT LWA7RW WATER - 04 FNRE .SP~LLR LAVES WATER - 09 1 1/2' AND 1' OR 7ER MR WE AAD MATERUL LIST NAAER - 14 W.S.D.aT. STANDARD PLANS CA TOY BASH TYPE / 8-1 CA IOH BA.%Y TRP£ It 8-10 CA7O/ BA5W TYPE 1 (48"/, 54"/, OR 60%) B-le MSOZLANEWS CA MY SON OETAXS B-lz SOLID METAL 06£R FAR CATCH BASH 8-1 MET,-' fRAAE ar 6R47E FOR CA ICI BA.SN & NLET B-10 YANED GRAE PW CATCH BASH AND M✓LET B-a MANHOLE TYPE / 4B"I, 54 % OR 60'Y) 8-230 M 45CELLAVEOUS ANHOLE DETAILS 8-14 CEMENT CONCRETE CURBS AAV CUTTERS F-1 FIRE SPRINKLER NOTES SPMWER SY57FMS -WALL MET THE FCLOWNG REOUIREMEN73.' A. ERE LAVE TO BF -ZED BY ERE PR07FC77ON ENGWEER B BAOffZOW PROIECRCPV IS REC/TR£D ON R7RE 9 WLER LINES C. A SEPARA IF OETNLLD PLAN OF THE LNDEROWCUNO FIRE 92MMM'LER LANE 9HALL BE APPROI£D BY 7HE fRE MIR9YALL AND AYSTALLED BY A 09IlNGTOV STATF CERTIIED L£NZ 7U" CYMRACIW N ACCOWANY.£ NTH MC 212-80-010. A POST A VCA70F NIL if III 8E NSTALLED ON IRE S'N MITER LXE 10 /SOLAE THE SY57EM fROV THE 07Y�F 07ER SYSTEM WEN REIXAffV fW RfPAR 2' DOiE577C LNE DKXAESITC S NUT -OAF VAL 1£ DOME DEIEC70R 0kff VALW ASMURY 2' BIALAWC 04MR SERWL£ 2" WATER METER 2' FRE 5ERACE NOS• ACTUAL BE96N OF DOWN77C AAm .SPRYAN'LLR SYSTEMS TO BE COIPLE7ED BY DINERS TYPICAL SCHEMA BC BUILDING WATER SERVICE (PER COA. 57D. DETAIL WA7ER-09) NO SCALE 4' PARKING STALL 12'-13' 1?'-13' WE -RE /NOlCA7ED AS 9NOON OV AS ZWO C PLANS PLANS CONCRETE SIDEWALK WHERE SHORN ON PLAN. SIDEWALK MAY BE FLUSH WTY CURB ELEVA 770N OR WTH PAVEMENT ELEVA DON, AS SHOW ON PLANS `ram 44• ..J 11•_13• 12•_13' t AS 9/OON OV PLANSi AS SHOO OV PLANS 2W M#V PARKING STALL NHERE /ND/CA TED STANDARD (TYP) IF --EXTRUDED COMPACT (IYP CURB -i 12 '- .1 ROAD CENTERLINE, PROF/LE GRADE AND FLOW LINE N07E., SEE OUTSIDE SURFACING SECRO7N Fop PA 6EMEN7 SPECf7CA DONS - SIDEWALK AND/OR EXTRUDED CURB, WHERE SHOW LN PLAN .T; �COVWCRE7E SIDEWALK NHERE SHORN ON PLAN. SIDEWALK MAY BE FLUSH WTH CURB ELEVA DOV OR WTH PA V£MEN7 ELEVA 7701J, NOTE' AS SHOW ON PLANS. SEE CANS17E SURFACING SECDOV FOR PAVEMENT SPECIF7CA DOVS. TYPICAL PARKING SECTIONS NO SCALE �6.•1 BATTER EXTRUDED CURB SIZE OF ROCK v 0 " (I. e. 3 MAN) p` W 12' MINIMUM �. THICKNESS OF .q 1" TO 3' WASHED ~ GRA V£L OR J" TO 4" ANGULAR 2 ROCK. - COMECT 4' PLRf"OR ED P. V.C. JUA1r LRAM PPE M 7E AEAR£ST DON457REAM CATCH BASH, CR ROCIfERYGENERAL NOTES AS 9VNN OV PLANS 1. MAXXKMW MCLM MV DE THE SORES ABOVE AND BEHIND ROWRES 9WOULD &' 1. 1 (MAP• WR). 2 ANWW P A' MCZ 6F ROT( FX TER LAYER IS 12 NOES J MMMWAA/ E44DAWT QE BASE ROC»' IS 12 NOES LAUS714WD NA77W S1L LW COMPACTED FXL PLACD /N ACCORDANCE W771 IXOTEOAWCAL REPORT RRECOM AGATXWS 4. ROOI'ERIES 0FATER THAN 4 FEET /N HE76HT -WALL BE DE9OWD BY A STRUCTURAL ENONEER AAV CAL a"770MS 91AU BE PROMXD M RE CTY. RODYETF/£S 70 LE /N57AU0 AMR P MMV CR RILL ME 049RVA770V OF 77E CFOEOAWCAL L70LW R (SEE DETAIL, STkET Cl 04). 5 ROCK -TALL AF PLACED 70 OPAWALL Y DEGREASE /N SZE W7H A CREASY MILL 1E7OWT N ACCOMAMF WTH TIE fF0EON4CAL ENOIIEE?S RECOMWA0A DOS 6 AMWIR1Al/ WOTH DE WkYNMY EXCAVA/IAY .9WADL ar EDuAL TO 7PE IMOYNESS CF THE BASAL ROLN' (AS LE7ERAmv BY 7TE 6FO7EaAX AL ENG' 7R$ LAE9W) PC US ATE ROOF fK TER WD7H 7. IRE LOW AWASpM CF Ilk R00YS SHALL EXTEND PERPENDICULAR TO THE ROOKERY FACE 70 PROME MAXWMUM STAdLLTY. 8 ROQ(S -TALL BE PLACED 70 A YAD CO✓17NUOLIS .,MT aAAES N WFAIGIL OR LATERAL DRECITOYS EACH ROCK .SMALL BEAR OM 7WJ W AMORE ROCNS BELOW IT, NTH GOO7 fZAT-7O-fZAT CONTACT. 9 C0145IRUCIKAV OF ALL RGLXER/ES -WALL BE IN COkOSWANar NTH DE ARC ROOaRY CaWNUCTXAV OXAAEEAES ROCKERYDETA/L NO SCALE EVS7AVG SWTARY - - - - SENER MAMKXE - - - - CORE OPX.L HOLE N� EXlS7AVC MANHOLESECYARED NTH STAAVCESS AAPRGWV MAN- 57EEL FASTENERS HaE AOAP7W fZEXA E EXTERNAL MEET SRN. PRE CM#UR SWI. LINE SDR-A, PYC PIPE 1/2'x ? J/4' STAA(M STEEL STRAP AND BaT _ WIN LEAD SPAN-OV ANOKARS (TIP.) (� 90, PYC LLWC S'NEEP "I :. �. TAMED 70N NE? IW LMRECLEW O` 7E fZOW MON OIE EXIS17NC BENCH h 70 9WNG LAVE OF EXISRNG PIPE AND R£- _ - CHANNEL AS REOD. f4SIAIC-MV7ARY SEVER CYAAW. NOTE. 1 N-W LIRA' A16TALLAI7CN LS FOR PRE AAWOI•f0 54 % ANm 60'I MAAf aES OILY, UWESS APPROIED BY 7HE CITY ENGNEER. 2 DROP BONE WALL LE 'RfL#CR-DURAN, NC.'BRAND W APPROYfD EWAL. SEZECT A S2F AMWOUR7ATE TO FLOW RA7E AA19 PPE MAME7ER LENIER BOW OR£C7ZY UWE? NDET PIP£, ALLOW AP'PROXNA7ELY I' CLEARANCE B£711EEN PM'£ AAV BOW. ATTAOH BOW 70 MANIaE NNLL NTH J/B"I STANLESS SEED BO IS N70 LEAD 0PAN96W AND'on J. 7RN AtfT P!W£ 50 7HAT 2' PROTRUDES N70 MAMWaE. FOR LM°ROWD fZOW COVMa, CUT A I' LOW 'V 9lAPF NOTCH AT BOT7OV EDGE CF NET 4 PRE STRAP AA19 AFPERAENANCES SHALL BE STAAWESS STEEL ALL MA AERIALS SHALL BE S"TTED 70 THE OTY FOR APPROVAL AWOR 70 NSTAUAWV! MANHOLE INSIDE DROP DETAIL COA. SM OEM& .SEWR-05 NO SCALE J' COMPACTED DEPTH aASS S" A99HALTIC CGWCREIF 4 1/1" COPACED DEPTH A78 6' CoWACIED DEPTH CYIA if &Ur aASS 8' F RED 8Y LED TECH E7W *TR •o 4<cno •e�,a �. _ (ROADS A, 8, C A 677H ST. S£) -XTAXE SUBOPADE \ x 06WACIED TO 95X Cr MAX DRY XNgTY. ONSITE SURFA CING SECTION NO SCALE 1' PEEP HaE WERE RE077 BOW WIN EPDXY LEAkNT EXTRUDED CURB DETAIL NO SCALE 114. szo 6 002 FT./FT. 0.05 1R e F .T v C£AEN'T COV6PE7E 1B' LZA55 5 'N07E. TOR 6F COMB O Off t£WAYS VERTICAL CURB DETAIL NO SCALE W007H NALLLD LRAINACF PEE PIC LR EWAL. -SEE ADS ROOF / PLAN FOR LO4'A7KN fVIA49A RN 11 AND 9ZE -7 GRAN �i.✓lxw,2.'<�7LILa EAST ✓Wl7AN IRO✓ 1 /1'02 IA' DARKS 0210 (117 SELF-TAPPNG CAP LR 0215 (187 OR SCREW (J REM)) AEENAH F0(IM7,IRY CV. AN'-4M5-E (127 OR 12' 0R 18' jN'-4J85-G (I87) ADS N- 12 w STAVOPW 7e 57C6S 7O BE HEAT- 15. b SMOOTH WALLED MELDED OF ORp/7E0 N OPANACF PIPE PLACE NA9ED OPAW ROCK BY, / DATE Pf'45 71IL£/POSI�4 • t�� CONFIRMED BY p7Y AL-L- DATE. ADS YARD DRAIN YARD DRAIN DETAILS NO SCALE PRaECT REF.• FAC 04-0008 TIHE3£ PLANS ARE APPROMD FOR COVW"ANOF W7H TIE OTY OF AU&A9111' ENOWERNC aN9AM R£LYXMAkNa APPROWD BY.' a z Z a .$ ^ a Z Z Z � W � Z W W z Z Vuj z W L4 C SHEETJ OF 22 PROJECT NUMBER 03.1a TWP. 20 N., RGE. 5 E., W"M. Nt FIL TER FABRIC FENCE ALONG PROPERTY LINE (m'•i SEE SECTION, SHEET cj22 �,K 12"N,S C54.39 I 553,12 553.18 �IA20 B/O BLUE CITY MAY REOUIRE /NSTALLA OF A KNEEL WASH WITH AN RUN OUT BEFORE REAIr WNG 1>"NE 552.08 15"Sw 551.90 (COULD OPEN) S,SMH..... RIM 558.5 i2 C,'��..................... GTR CH 546.7 RIM...58.8 15"NE:: 551.01 75"SW 550.94 / ROCK CHECK ( J i DAM AT 100 O.C. / (-_. A� ►;' �_ _ _ - - -T - - - _.- - _ - n:w r' AVIERCEPTOR -. j X , ; SWALE (TYP.) 1 ✓-/. _J ---' �. ALL AREAS aF LEFT _- 614E?� U1 Y5 �._._ L, 4 STAB/UZED _HYLYOGSM- ...- ; I r 552 1 RIM sNETTING 53.4 �R s � 99.9 - - 3E•` .AR W/RFD .....! #( L„ % -..-- ,.. _. : FND REB ot_ASTIC CAP "APtX 18902" 7 _t ...„„,_ r-L I a xa a1 P77 -' t � r ,,,,. o• . �� CIXAV r srr C322 1 0 �T -Y EN {49 '-Z,4 f/r r i� t� ti. 2� rA 44. a WT BTER - - • I I ____..._-.., , ,....._..___- :"✓�\' .- - . ! I I l""} STAD 2 PVC W $#I.76 yPN 1 ', I ..._..,-_....i_'_' `.•.,, i' q x 34 - _'..\`{ i I d a f _ �i � /� �,;.Tr - }� i. � i -• � -.... \ 1 � i I l 1 � I � _t � � I 1 t a �- t i _WER' � � n f i 'Q) RIM 53Z4 SSMI! V 26 E 53012 WE CTR H522.07 --- RIM5aB.3 �{-------- 531.79 { RIM 5N1 -- FILTER FABRIC 519.6 CTR CHNL iE NM1EN £.NS7fYG' i � off ,12sa - H'(alN7 Is c - PHASE 2.• PHASE I. -CLEARING LIMITS FENCE (i I ........ SEDIMENT POND EXISANG Paw TO REMAIN IN (m'•) -- -- -- j R3s W '26.46 BOTTOM EL" 54J.0 PLACE DURING IN1VIAL RLLING --- - F r 523.89 NOTE.• GE•OTECHNICAL ENGINEER TD INSPECT PHASE 2 POND STANDPIPT-If 544.0 - --OPERAMONS AND FOR AS LONG AFTER PLACEMENT OF FILL FOR RECOMMENDATIONS ON -- ---- -`" MAX, W. S" EL. 547. 0 AS /S PRACTICAL. BERM EL. 548.0 THE NEED FOR LINER OR OTHER CONCERNS. l GRADING & EROSION - M5 8.6 / CONTROL NOTES 24"N 549.56 24"S 549.48 / (ADDInONAL NOTES ON SHEET C1. 03) 1. NO UNCOVTROLLED SURFACE WATER SHALL BE ALLOWED TO 0150AR2' fROAI 7HE SITE DURING CON57PUC77LW Z 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED GOWVEYAMCE SYSTEM UN77L APPROVED BY THE 67TY OF AUBURN! in 3 COWIRACTLR SHALL CO/PLY WITH THE APPROED fR29M CONTROL PLANS AND INSTALL ADDITIONAL EROSOV CONRRL :1/EAS7/RES AS NECESSITATED BY HELD COA9716WS ID ENSURE NO UACOW7RIX1E0 SZWACf N17FR LEA{ES 7NE YK AA19 TV LIAMT INE AMOUNT OF ERO9GW. 4 ER09CW CONTROL MEASURES SHALL NOT BE REMOVED UNBL SITE /S STABTL/ZED AND ONLY WHEN ALLOWED BY THE CYTY GF ALftft. .. d GRADING & EROSION CONTROL CONSTRUCTION SEQUENCE 1. INSTALL CAVSIRUCIRAV ENTRANCE AAn 1YRiNE7ER FX 7FR FENCE. 2 PROVIDE /N7ERLIA CATCH BASW PROTECnCW FOR ALL E,657AVG \ DRAXAGE SIRUCn/RES ADJACENT M SITE. `c\s 3 CCNAWEAGE HWASF 1 97E GRADING MAINTAIN EXlS71NG SEDIMENT POND. f. MADE (ELL) EAIS7NWG SEDIMENT POND. CONSTRUCT NEW SEDIMENT T - \ `\ POND AA47 ASWA7ED FACILITIES AS SNOW✓ ON IRIS SHEET. S INSTALL CA70Y BA9WS AND AS30CYA7LD PIPING ALONG WI7H hVffRC.EP7OR SWALES AND TEMPORARY CUL VER7S TO DIRECT { D ORMVAOE 7O SELNMENT POND. { ` 6. CRAOF 97E PER APPROVED GRADING PLAN \\ ` 11 \' _.�............... Z PRDNgE CATLN BASIN INLET PROIECl/ON ONCE STEM SY51EM IS � Z COWSNUCYR a \{ � A AVSTALL SANITARY SEWER SYSTEM. - > A NSTALL WATER SYSTEM o '" /0 ORAL,- (FILL) SEDIMENT POND AND SWALE AREAS AFTER 57ORM a H \ I { RIM 554.4 SYSTEM /S OPERA710NAL. S a x j { 24'NW,SE 11, AFTER CON57ZIC77ON IS COMPLE7E AND 517E STABILIZED, REMOVE 545.43 1 1 I REMAINING ER05701V CONTROL MEASURES IW7H APPROVAL OF CITY M ' /NSPEC70R n 3 W POST N u m Z f4 mn Z z a w LEGEND ° W CB �1T" FIL TER FABRIC FENCE X-X-X O z INTERCEPTOR SWALE - z I W J-BOX I ROCK -LINED SWALE E ; CONSTRUCTION ACCESS i" LIMITS OF CLEARING -^--'- 1 ROCK CHECK DAM INLET FIL TER /; L RIM 546.9 8"SE NW /! ; 528 7 CTR CFNL �2 X 4;"DRAIN' i TZ 6B �-.E RM 947 3 12'C'. 538.40 ! '2"W 538,37 +-- X4 POST I i � I SCALE: 7 " = 40' 0 20 40 80 RECWD DRAWING CER7/f7C471OV ORANNVO TD THE ACTOR I1CN RECORDS BY: I DATE.• •• P%U EA.16L- 777LE^sr770n! C CON RRMIED BY CITY 1^f DA7E.• g e f PROJECT REF. FA 04-0008 INESE PLANS ARE APPROVED fOR CONFORMANCE WAVE THE CITY OF AUBURNS ENGINEERING 91N5/0N REQUIREMENTS. APPROVED BY DATE APPROVED: G 2 R .14 SHEET I OF 22 PROJECT NUMBER UMMBER Wild OSD/83I c TWR" 20 N", RGE" 5 E", W"M. ^—RYA ifN b'LO iF 3 W , R u: fF 561.1 41 LOAD d _ _ 5. n PT. SIA5,�. w _ Y' Ff W 1 2 £F 550.1 �b � h 558 i 4 SEE SHEET CJ.02 FF 4 0 ) fC 21 r s 5 r 44-11 - y l.. y FF 5582 �11 N 8874'4i•W 19. 47 N �9f7J"W 1579.07 �� N BB9f 4J"W 1 — N 89L877W t - 15984J-- 146848 58J5 CACC (58J4-APEX) i Vlr I AEC M2 2A4715A71 w th A-Wf6W AT 8 F ` LAAEZAAO LYV, 1 A'» F MSE I WC AV z N oh N78' i E. �+ R-B7150 �D9 3536' i - b.i5277 a� o y J REC AV k t 7 01`2 x 571.10 2 LIC NO 1 R£C N N78737b E 2 WOI&VOI 64Lh ST. 1 ! N8834JM5W zBa67 E N88s4Lls•W-APExaPa P�'KMY EAST 1551. 05-4FEX (155119-LFM) yy //�}pper/�� NN88VJ05 N--AT p[X (jj QBgpl�•_L�� affm NOES, 1. SITE HAS SEN P#fWa/SLY CXEAWED AW MUSS OPAA!D BY OPF NO ADD1770VAL aEARNC /5 REMSEIZ SIZE HAS BEEN HWRCMFD D MD SWUM. 2 7FE ACa--;N&E ROU7F LK 7RAIEL (A.R. T.) HAS d'.FN AESFDVED BY 7FE PKIECT ARCH/IFCT, hKbwAAGT ARCri xvs mr mw PLANS FOR 9 EOM FNFORVA7ICW ABWT PC A.R. T. ALSQ S EF MW PLANS FCW PA lEMENT MARAMS FOR PARM STALL$ QkSS ML< FATE LAAE$ EM SURVEYNOTE SFE SAE£T C7.02 FW Swwy cama MIY'aw 7XAV LEGEND ® HAADW RAW (11.•1 MAX) 05W 50 SOOT ELEVA?XW PA 161ENT PRaMSM COV UR -- dA15.7A V COV7WR \ 2= SCALE.• 1 " = 20 A 0 10 20 40 CCN RRMED BY C/TY i--5— DAX* 44(awic Orr / /• 7E APPRO i v v z O n Q � <p i W aq p � ftc 3 S y Q z z Z a W p z W O W z z V� W W a' rk o� cEX Q� L J > e z z oc oc 3 ° in a a < w ¢ a C) o 0 Q SHEET NUMBER C3.01 SHEET OF 5 22 PROJECT NUMBER 03" r SEE SHEET C3.01 SEC.6, TWP. 20 N., RGE. 5 E., W.M. ROAU � • SURVEYNOTE.- SEE SHEET C702 FOR SURIFY CONTROL IVORMA 7701✓ LEGEND HANDICAP RAMP (12-1 MAX) s�o 5o SPOT ELEYA PAY �1 PAIEMENT 590 PROPOSED CONTOUR --- - -- - EXISTING CONTOUR n SCALE.• 1 rr = 200 0 10 20 , ORA r RECORDS Y. az. COW7AVED r y_i:. PRO„cCT REF.' FAC 04-OWO 71#'.T PLANS ARE APPROVED FOR CONrONAMC£ ON M OTY OF AUBURNS t NCINEERING LVWS Y AFOUPEMENTS APPROVFD BY s �+GG DA7F APPROVED 6�Lb/oSi v P Z O O q) W # P h J C C L? h S N � 3 Z n m m h Z Q a Z Lu (� Lu � Z w O w � Z V� z w P v La Z N v J a O oe a V w 'o a a w n a 0 0 o a I C3 02 1 1 B 1 22 1 r 0 N Tr ti)� 0 i09,4 TWR 20 N., RGE. 5 E., W.M. SEE SHEET C3.04 0 V W k SURVEYNOTE 2T -9offr C7.a? roe ARWY CaY7Ra MOW WV LEGEND ® HAAMAP RAMP (12:1 MAX..) . � SPOT RE✓A MY PAINT —590— PRODUSED COV70W E957MG COYMN n SCALE 1 " = 20' 0 10 20 4, 5• /' h I I' / r I are / •I RMAMAWS APPROWD BY- DA 7F APPROkED. 0 pp Z _ 1 h >' � $ W a qq C � N � 3 � ' c, 2 . z Z Z C9 W 0 Z � W O W Z V� Z W W uj V � C 1 C] O � o_ Q w U zz K v 3 a a e a W a a 0 0 o a SH NUMBER SHEET OF 7 m PROJECT NUMBER W.Im SEE SHEET C3.03 SEC6, MR 20 N., RGE. 5 E., W.M. 0 10 20 40 RE/NFORCEMEWN07W 7. REFER 70 OW GRAAW DRAOWS FOP ROC"Y ALn WN75 AAO REM XWS 2 ALL GRAOMC AAV £AR7HNOPX SHALL LE COW LE V PEP ELY GEOMaWCAL R£PAPT E-9544-8 & -9, DA7E0 APRX 46% 200 J ALL 607EXT11 E LAYER 1#7rwY75 ARE A(FAAMED fROW GRADE AV fROVT OF ROa"Y FALT. 4. 6FOlEX71LE REPWO akfNT SHALL BE INSTALLED OV higwVAVTAL SI/RFALF OF COMPACTED SIRUCILRAL R)U AT EZEYATONS 9YOIIN W 7AE AEAYfOPONG SOEDIRE 5 62'ola Wf ANT SHALL BE PLXLED XWT SfA#W NMLL A404W AS REO:AWED 70 hhWTAAV 7EN9W BFFLWE CVWW W& SMW71RAL RXL. 5 PRL71ECT 007EWYE FROM/ IXWS7RUCROY DA.MACF PER MAAWACILW£RS .4oELN 7)MS COVSTRUCROV EA' TENT SHALL NOT IRAW LRP rAr OV REAIYLROEKNr ANY LE'07EX77LE THAT IS DAMAGED SHALL SE ASPLACED ON NEW L,EOIEX)XE AT CLWTRACTan EAPEI7S£ 7. 4E07EUMIE SHALL LIE fOPIRAC OF fWMLENT AS 9WW AV 7HE &WORC/NG S(7X7XXE. ALL GEOIEXIXE SHALL BE PEARLY XtN7XXD AAv LAL#ZED IN 774E RTEZO. ANY JhWARA2D RIXLS LW PLWOLUVS THEREOF 7H4T CANNOT BE IDEN77R7EO -WALL NOT BE USED IN WALL CLW57RUC77aW 8 IAE ROMAI&Y FACE SHALL 8E COV57RX U /N ACCORDANCE WT7H ARC GUIDELINES REMVFORC/NG SCHEDULE #w Night Rehfa mt Rkight (feet) N Lo7s Na use Faux a aglA 2 • (Aiet see note J 4 het 1 Fcrtrt 55/39-20 50 1.0 2 Fa,#w 5SIM-20 50 2.5 1 Fa-troc 55 W-20 50 1.0 4-6 feet 2 Fatr /J0-20 50 25 J Fat 591300-20 50 1.0 1 Fatr -5S130-20 6-B feet Fa w 6.0 275 i 55/.0-20 60 4.5 4 Fahec 55/JO-20 60 6.25 1 Fatr 55/JO-20 80 1.0 2 Fatroc .5SJO-2O 80 275 8-10 feet J Fo tmv JO-20 80 4.5 4 F&*w IV-20 80 625 5 Fatr 55/30-20 80 80 1 Fat= 55 20 10.0 1.0 2 Fa w 10.0 275 55/IJO-20 10-12 het 4 Falmc 55/�30-20 IQO 6.25 5 - Fa w 55/ jOp J00 80 6 Fahec JO-20 5555 100 9.75 7 Fatroc 130-20 100 11.50 SZOFF 2.- l(H• V) MAX. COWAC70 SIRUVURAL RILL 2 SMILE fLW SLRFALE DRAAVAGE COVTRIX 1 ANT (SEE SOEME A V S W z V T — — — — 18"_ - OWJSs O RaW FX TER -- MAMR444 &-7K£N 2 ... AAD 4 AOY 92£ W7H LESS MAN 2W FAUEs 'Q5(7M) ZJ RI — HJ fi. ,w�";a J N .. AMW. LAYER FIRM UND157URBED 04A N'Z C SLUG IL BE Vf-fR BY SOIL ENGINEER' K£YW Y 18 W. 4fAMMN" AAW7ER BY MOISriED J 4 LWAXJ WEAN KEYMY 20" BE S1LI°ED GRAM2 DOW 70NNRDS 7W FALE BEING PRO7EC7ED SURVEYNOM SEE WffT C7.02 fr.W .SURWr COWMa AFOPMM 77ON LEA ® m4w AP RAAM (u.. 1 MAX.) IP •5pp.50 997T ELEM716W PAWWNT —5W— fWLiWD CWOUP FAWAVG CO TaR / r ♦ I. ••/I/ f W COWNUMCE . , ../ ♦ / v c Z � ffi eD m W a9 ik p yj i y � z 3 R � a z Z i Z � z W � Z z W O W Z VLu Z W W a 00 j � a Q Z 0 O Qrw- in a a � ¢ w a a SHEET NUMBER SHEET OF 8 22 PROJ^�EC'qT,�N/UM�MBER 0 1VJ T, 0 i 530_ AP44,11111111111 PRO,ECT REF.• FA 04-0008 MZ R MS ARE APPROVED FOR CONFORMANLE W N NE OM Lim AUBURNS ENGINEER/NC DINSYa✓ mq'AIEm7s APPROWD BY-) DATE APPI MM- W a � Li R O v Li ❑W x � W N < a e < W, d ❑ ❑ ❑ < SHEET OF 9 ?? PROJECT NUMBER 0 Ln N SEC.6, TWP. 20 N., RGE. 5 BY. DA M 777LE/POSLFTON.• CaVFTRMED BY GTY C DA PROJECT REF- FAC 04-0009 THESE PLANS ARE APPROIfD FOR CGIWDS" CF W N THE CITY Of AUBURN' EMYNEERTNO DInM REOUTREMEN TS APPROVED BY DATE APPROVE J J8h � hg CZ 2h2 Q yL �3 ArNJ W Q J w w w a e < w cr a O 0 C) < SHEET OF W 22 PROJECT NUMBER SEE6, TWP. ?O N., RGE. 5 E., W.M. �~ _---546 sse 550 552-- 5so r -° -- t r f o g(9 i AvsrALL LAAYISCAPE!LwANVs a �� As REaARED rm�nfcr i L i Ff 5. ! 70� LRAhV SIN } Ft .95id ' n FF 555.E � 9.5 ;r5475 51,j fr557.4 IYPE / IN1H FF i4.5 '—a FF 559.5 ly a5 S1D. OPAIE _� -z n fF 364.5,FF 550..J i ilTi 2A � SrA. 2455, iiri JB il% i/�i n2 RlM S5d0RIIM d0 654Q6 61�5.5.�0a.. 67E 549.5 67E SSQ f'. 44 J� i TYPf T; ;IB N i /) 1 1N7N`.. /) l .. t� I I I e I SV fENILNED IMCY7P oI 1500 RgOfERY - - bSL _ :: : 4fRr. .SCA[ESCAL. 1'_=5 its eMsrNX C Nfffif IE GRALF (7)P) Pft[J D CEWMAC 6RAOIF (DR) 520 __. ........... _.._. _... Ohm 0+50 1+07 1+50 2*00 _. __... _._1+50 __. _.. J+07 3+50 4+00 PROxCr REF. FAC 04-000s a w < a M.7 PLANS ARE APPROVED fCR CAV WMANC M11H 0 < ME CITr CF AMWA41V5 ENC/h D MO LVWROV SHEET NUMBER REGX NIS "Al APPROVED BY S SHEET OF DATE APPROVED: 22 PROJECT NUMBER ^ FN A- 1 C6Dl83► SEC 6, nW. 20 N., RGE 5 E., W.M. ---------- ----- FF 559.5 J 1 FF 5RJ FF 562.J -------------- 11 1 ! I 7 n AS j) CaWC 10 Tm. 1 FT 561.1 FF 562, 1 pr SM f"� I I J� I 561.1 11 ME / NTH 8T I i q I I t7 '550, ------ 5M. J #1 7 48 SM. LWA TE M ORATEM SM 4*87 TA. 1 67, 6556.7C1 0 , *L 6T 5A9.5 — -------- --- -- ---------- lis's STA. --- -60 5j 5+ 7f U� (0 a---------- ---------------- : ------------- A - -- 4OW A - j-K sa it CB TYPE WN SID. 6WA T STA. O*J4, sff S*TT CA LW z Fl- 5579 0 C8 ?V RA( 5W 1 61F 557.1 1'[ 556.9 13 R 560.7 t 561,0 1 5G 1 f f-F 2 SEE 9ytFT CA 01 f.r 56IL 0 FF 560, 0 i"T 560.0 nww SEE SHEET C4.04 uj SEE SHEET C4.01 A�- "o/�) S[ 9CE EYNOT E SEE SAET C701 FLl4 SMEY CONTROL' LAF-"A TIOV PIPE MATER/AL- 91 SCALE 1 " = 20' LW A� r` ARMR � s 5ALL LY) 0 ra DEW) CN I LENGTHS 5 ANO 6' 9 ALL RE PDC n in on an QW I5 /W raw SW A 7WP. 20 N., RGE. 5 E, W.M. 1 P fr O Ff 560 04 560. C I ao Jo,, 2 ff 560.1 67E5550 t.._.�65550 556 558 O 1 _ ------ \. -55� .. J i I R1W 5fR6f - - M6iE559541.�F} HOR1Z SCALE:1'=20' �i:121E 542.0' 52 (5� J2 ,ii}.l�t SgOAV : S) 12iE SII,Bl.92 1£RT. SCALE, 1 = 5' (IUIY'K:S4L•Y= 15� 5IO79 (1) lr)X 54CAd _ _ Ni 12" iE 591.77 E.NS'T,NC Q'NIERL,ME G77A0L' (IYP.f _,. PrPp°OS;:D G£NIERL,IIE �.. �OPAGE(77P.j pF{ _:. - ^f - e vN � y?N •}o- � a;:: _mom p .:0,� � __ _� � vq 0*00 6+550 _ 1+W _ 1*50 _ 2+00 _ 2+50 s+DD J*50 _ 4+00 G zta� w z 3 r PROXCT REF- FAC 04-0002 TAES£ PLANS ARE APPROWfD PO4 COAFGIYMUNCF' IMTH ¢ ME Xr W AUBMWW ENGINEERING DIV.- -.W ;HE ET NUMBER REp.WRlX�NTS C4.03 APPROWD By.SHEET of DA lE APPROVED: 13 22 PROJECT NUMBER 03103 1831 7*P. 20 N., RGE 5 E. W.M. SEE SHEET C4.OJ r G� Q2 SEE.SNEE � �ti SEE SHEET C4.05 12" AAD L4% R SNALL BE RAER PK AT, 91 OR CP£P (RT ,C (SE)BES 65J L 0 7C4 XW) 1N 13' LEACTNS 6" Ahn B" 94ALL Lim PW MR 35 AP EWAL HOR/Z SCALE 1 "-20• .. _ ... , ... _ . . ... ... ...... : ...... WRT.SCALE- ..1 _ 5' _... f;ff X (.EArVEAF GRADE (T1P)�PRa'ggD LiN7fRYAlE 0*50 1+A7 _... .._.. ...... 1*50 _ 2*X _.._ 2*50 .._.. jfW _._. 3*50 _...... 4*00 PRarECT REF.' FAC 04-0000 PEZ PLANS ARE AP ROWD fOR CTAVfLJ4AfAha MY Af aTY LF AG@R'.14W5' ENGWERYNO aNSXW REWiffl"79 APPROVED BY DA7F APPROVE ,v c y _Z > it P Y H L h � O N Z Z I L IZ V' W � � Z z W O W Z Vz z W N h w z 3 0 w ae a 0 0 o a ii4.04 SHEET OF 14 22 PROJECT NUMBER 0 SEC.6, 7WP. 20 N., RGE. 5 E., W.M. SEE SHEET C4.04 A SEE SHEET C4.04 SCALE 1 " = 200 0 la 20 40 PIPE NAMR/AL• 12" A W LARGER 9YALL W L77NER PW, ROY a 6PLPtP (Wr18(MWS65)L0TM4DEW) IN 1J' LENGINS 6' AAV 6" -WALL 6F PW MR J5 W MAL P v n Z 8" > W i m Z Z Z a C9 H Lu L Z z W O W Z V� z W L4 C4.05 SHEET OF 15 22 PROJECT NUMBER EN3W3 II FF 553-5 STA 1* FT �5�2 14 5 L 11 6,0) lellj� I .......... . . - . . .... .... ... . ...... oe 0, / vvY. -fj /V., mv.-, or., VV./Vi. ROAD W/ P-55614 'IT 557.4 F 1-1-559.5 F559.5 FF 560.5 i F�A 4&F 12,01 ...... ... . ...... / I 4AffF 12191 SEG.G, /Wp.. ZU N., Nut. b t., W.M. 1 ' FF 5595-�- _, F1� sr' - i 1 14 — - ! 7 % - ,F>� 3 �_ i } «" ssl s MWHa } t I srA. a+ + 6 LT. sra r ? i5 � i � 567 1 � I a � o , �' 4 � ' � � SEE SHEET C504 I } f 111 � ,.��- iL _ j( 1 -- _ 5 5TA. 2tss j l_ 559.5 - !' 1 ( `- -�. ! s.s L� rT \ T lk LFrzroi vrA 4+27.1� e r v NOR72 SCALE. 1 "-10• DIS70W C0179M MAW MN a c€Nl RLM 0*00 __. _.. 0*50 _.. .._. __. 1*00 _-_ _... _. 1+50 _. 2+00 __. 1+50 _. _J*00 c/i�elt .y Z 3 O PRa,I REF. FAC 04-0 08 / < w � a 0 0 0 < MY PLANS AREAPiWR WFLIPCLW9"AKTW7H SHEET NUMBER 7W alr LT AMMS 6AGrAVW Lrttmry REWRENENIs M02 APPROVED 8)4 SHEET OF DATE APPROVED 17 22 PRo031NO3 ER SR r SEC.6, TWP. 20 N., RGE. 5 E., W.M. SEE SHEET %C4. 01 12 HORIZ. SCALE. 1 "-20''. - ktRr SCALE 1 "= 5' M�' EVVINO-aNMRLMADE (T?P.J - PROPO.VD CY7V7ERLA1l� - •l _._.. __:.. ..... . 0+00 _ 0+50 _... __.. ...... 1+00 _. ...... i.. ..... 1+50 _.... 2+00 _. _._2+50 _. _._. 3+00 SEE SHEET /C4. r04 f �G �. PRO.ECT REF.• FAC 04-0008 / i w 10 a v 0 0 o Q 7WtiSE PUNS AME APfM ED fW CaWa AVE M17N bHEL I NUM E M a7r Or AlA3Y/W:F ENGAURM DIW96Y RMATOEN73 CEL73 SHEET OF APPROVED Br DATE APPROVED: PROJECT NUMBER 3103 0 31 WATER CONSYRUC77ON NOTES 12 1-12• 45- MW (IRI) © 1-12' 45' 6fTtr7 (M✓J(R) COK. MoMowa 1-12- 221/2•" (fZ.M✓) caws &oafflK 2© 1-12' TEE (fZ) 1-12" 22 1/2•" (M✓) J-12" G4IE VAt I£S (fZAJ) Gave MaQw cmc. 8t0a w SEE SHEET C5.03 STA. 5*1 7 \� 6.5 LT. FF 552 S.WH STA "7 5,'RT. % J ,/ "mil PC STA. 0* _ -_— e IN 4 e stab; TWP 2y N., mu&. o t., w.f. P STA r 11 5 LT. O-SJ+67 2f 11 TA LT. ;. 5m b STA FT 60 1 SSW 1510-169 SG5'02 HEET 5 SEE SHEET C5.05 -. - -. HdR1Z. SCALE..:.:1-=20' - : WRT. SCALE. 1 "= 5' . - EX157m-CENRRIAC WADE (TYP.) PROD GLWffRUlf - 0r100 . _ 0F50 _.. ....... 1*00 1*50 2f00 _._.. _.. 2*50 _... _.. J+00 _... 4 fF 559.2 3 0 PRO4,ECT REF- FAC 04-0009 / a w aa-- 0 0 o a MY FLANS ARE API% FW aW"ANEY WH SHEET NUMBER SHEET OF APPROVED BY 22 DA IE APPROVED: PROJECT NUMBER W.1W SEE SHEET C5.04 rwr- zu iv., rrvA:. aC., w.m. 1 f.- 1 I l us v1 rr,�ns �0 FF 55✓ 5 SEE SHEET C5.01 WATER COASTRUC77ON NOTES © 1-11' 11 114- BEND (N✓) -•�•wnccr► wfll J.C. I 1 � 1 I I , I I I I 1 i LLCA IE AS SHOW if OrIDIST. f/ 5E1.3 FF 5623 7 a SS SERME NOTE.• ALL 5' SLAl1l'Z' LACS M BE MSTALLEO AT A AA V&W Zr -q CrE. bUWWG CLEANOWS 9VALL K A AM" Or 5' L ZOW fW-W /LOCK'. z W * P M1 1 N � N h Z 3 Z Z a Z W W Z W 4/7- PRO,ECT REF- FAC 04-0" / Q w a 0 0 o a 7hfS-` PLAVS AW APfROI£D FW CLAYFCK MCF WH SHEET NUMBER PEA A!/%W7 L:AV EMG DLKSM ©S • SHEET OF APPROVED BY N% 22 DATE APPROVED' [PROJ;EVC�T,,N��k TWP. 20 N., RGE. 5 E., W.M. y i i LEGEND — — — — — — — — 57"ORAMALT SMEM MMTARY QW — — — — — — — — — — — — — — — WAffR SCA1 " = 400 0 20 40 80 CITY OF AUBURN POS774AS7ER APPROVAL I APPROWD BY 0�fw L 777LE/P0.9770M- 46, DATE APAWWD.• REC6417 ORAWVG CER77RCAOON 6BIr1 I{�GPM 70 INE 1RAC 1114C7�3'V RECORDS BY.- OA7E- 777LE%POSI770N. ir�.Q.S►• C'NGL CONFIRMED BY CITY i` DA7E.• L a PRO„£CT REF. FAC 04-0009 MY MANS Aff ADFAVMD FOP C6Yf -ORMANCE W N Mr 07Y or A(/B MBV fib' LYN.40N REOUIREMENa APPROVFD BY.• DATE APPROVED. L 21! O v a Z n p m W m P n d c LL y 2 N Z d Y1 v Q Z a Z W 0 W Z Vw z W W � U m E C� C� �K J 7 e 0 x a Q a w cr SHEET OF 21 22 PROJECT NUMBER 03103 0 N M 3:\late*0\03103\Ergr\03103c702.d"I 5/13/2004 8'.01:21 AM, KIP pk<Ea.pc3 1 i I I I I I I I I I i I I I I I I I I I I I I I al K a sly 4 �Ir I I I I I I I I I I E N 1sA7hrY \J' �-- ccxa� N rzrrs�Y J 1 ? &0a _ t_ y---�E I f j�J; IF I�._.J 48V /5'W — qj08 moo -- sz 5-. N 1991'1 LL'u Zorol scs, \1 I ��611-j xn.1 FfRZX-7 .SS,Ic'91 I L — R 1sI00 1 U1- ��^ S.E - I vl 3 O 0 O IW �; m N m V N m DATE APRIL 2004 DESIGNED C,R.-.S DRAWN L.G.IMGHT Z m APPROVED C.R.S. GARY R. SHARM HORIZONTAL CONTROL PLAN WATERSTONE # WA TERS TONE U. L. L. C- P. E. 11624 S.E. 57H ST. SUITE 200 B£LLEWE WASHINGTON 98005 'Con DESIGN ENGINEERING 7477 1 NE 29th Place, #101 Bellevue, Washington 98007 425,885.7877 Fax 415.885.7963 PLANNING • SURVEi'ING y 6-25-04 J� �\ - ' '%ilk. �! �� `j �♦ �•�' �� y; I O ' •��° ' - O.. � _ /rem ' 1 1 ♦ �� -. dE�, � ,�I — .�° . A\ ' ..'.. ANK I" . —� v Wl ^ l wr • l`� 00 ! - / J G Ae O •� �f'rp��> � — ��®.I1�'. _ v casn�T��••, Y'� ��''� •r• ' • '" f► — ® p�r.•'i� �.b �• ®1©.:,B7�q, l J +� �• � ��0�3g J �, W Y' ♦ QI �� , � Ipo _ ®,Y•! �p� /!� c �' r► o .... 41 •p � T3"rT^ � c -,eat � G \rOO VA RE �`� ;o< ..: �a`.�' /r• a% ♦ro vas ►' � �� 'coi MA ff 0.X.. A ► 00 .♦�% �i.f�, / + l..�r/II,I igo s, 0 0 c'c Om 0 � , 140 r_ Si®waw m � 4 �©Y9QYmW .� w, v. W1V .JQi �O In13�7 I� �� _. �O Opp a)�: O �,,_ �• �A� :. -..r !� "E "��r��1�' mil' °n '•i� �� j i • Eip�4ti 'Y G�` 0..0. �t tom ;�.�tio� „ • : w PI sMITTAL TO 1ND IS NOT TICK L1.2 ® m r L1.4 LANDSCAPE ENLARGEMENT PLAN � �c.. � ry o y V ® y U e Q W W SZE o s �- z , a W MEMO �w J zJ F- OW d O > O � F- o Z z w Z z W cr Y � J Q STATE OF W CT AM C9tTFKATE IJO. 921 Scale- r - 20'-W Date. 2/0/04 Drawn By. AE Checked By. NPH Revisions. PERMIT S_WITTAL 41 �ERMIT R 9jMTTAL 5P3/OA SHEET I OF 3 1 7 Li.2 Sheet osD 1Vl 6 0 A t C Cyr Fl►�rQ c�.'k'e•,• ' , ©►'� 7mR... ,9; ems° 11 J• :,.ri y _ I'M :[m]' �C; .;me • �'" ao; �gw.. i -\ .k � r4 0 i • r n s, LANDSCAPE SCHEDULE Plant symbols shown at 30 scale Symbol Botanical/Common Name Min. Size and Condition * Indicates plant species and variety (or similar variety) is listed in the Lakeland South Master Landsraoe Plan. ADDendix A eciduous Street / Shade Trees: * Prunus a..'Thundercloud' 2" cal., 10-12' ht., matched specimens, Purple -leaf Plum well-branced, full, B&B. * Magnolia soulangiana 2" cal., 10-12' ht., matched specimens, Saucer Magnolia well-branced, full, B&B. * Fraxinus americana'Junginger' 2" cal., 10-12' ht., matched specimens, Autumn Purple Ash well-branced, full, B&B. * Liquidambar styraciflua 2" cal., 10-112' ht., matched specimens, American Sweetgum well-branced, full, B&B. Acer. r. 'Autumn Radiance' 2" cal., 10-12' ht., matched specimens, utumn Radiance Maple well-branced, full, B&B. Fraxinus p. 'Summit' eDec�kkj" 2" cal., 10-12'ht., matched specimens, ummit Ash well-branced, full, B&B. Accent Trees: Acer circinatum (3) J" cal., murdstem, 6' ht. well branched, B &B, OR • y ine Maple (3) 1 4" cal., as noted on plan, multistem, min. 8' ht. well brandied, B &B. * Betula jacquemontii 1-1/2" cal., 10-12' ht., well-branced, full, evenly e Jacquemontii Birch limbed to 4-5' ht., B&B, OR OP 2 1/2" cal., 12-14' ht., as noted on plan, well-branced, full, evenly limbed to 5-6' ht., B&B. Cercidiphyllum japonicum 1 1/2" cal., 8-10' hl., well-branced, full, B&B. Katsura Tree I'M * Comus kousa 1 1/2" cal., or multistem, 7' ht., full, B&B. Q51 Kousa Dogwood * Amelanchier x g. 'Autumn Brilliance' (3) 4" cal., multistem, 6' ht. well branched, B&B, OR e Serviceberry (3) 1-a' cal., as noted on plan, multistem, min. 8' ht. well branched.B &B. Coniferous Trees: 2 to * Pseudotsuga menziesii Douglas Fir *Thuja plicata W esternn Red Cedar ID* Pinus contorts 1c hone Pine Chamaecyparis obtusa Hinoki Cypress * Cslocedrus decurrens Incense Cedar 10 Thuja plicata'Fastigiata' 1'O ogan Cedar y1� * Thuja o. 'Smaragd' 3 Emerald Green Arbory tae Taxus media'Hicksii' Hick's Yew Syringe vulgaris O Lilac French Hybrids © * Corpus stolonifera 'Variegata' Red Dogwood twig ® * Cotoneaster lacteusm Paey Cotoneaster O Cotinus coggygria 'Purpureus' Purple Smokebush Q * Euonymus atata 'Compacta' Compact Burning Bush ® Camelia japonica Camelia varieties * Hamamelis intermedia'Diane' O Diane Witch Hazel (D * Prunus lusitanica Portugal Laurel Q * Hydrangea quercifolia Oakleaf Hydrangea RI * Rhododendron 'Unique' Rhododendron Unique 0 * Viburnum plicatum tomentosum Doub/efrle Viburnum ® * Ribes sanguineum Red Flowering Currant 7-8' ht., full & bushy to base, B&B, OR 10-12' ht., as noted on plan, full & bushy to base, B&B. 74 ht., full & bushy to base, B&B. 5-6' ht., full and bushy to base, B&B, OR 8-10' ht., as noted on plan, full and bushy to base, B&B. 5-6' ht., full and bushy to base, B&B, spacing as shown on plan. 5-6' 1 full and bushy to base, B&B, spacing as shown on plan. 5-6' ht., full and bushy to base, B&B, OR B-10' ht., as noted on plan, full and bushy to base, B&B. 4' ht., full and bushy, B&B or cunt., spacing as shown on plan. 36-42" ht., full and bushy, B&B or Cont., spacing as shown on plan. 36-42" ht., full and bushy, B&B or Cont., spacing as shown on plan. 24-30" ht. IS, spread, full and bushy, B&B or Cont., spacing as shown on plan. 24-30" ht. & spread, full and bushy, B&B or Cont., spacing as shown on plan. 24-30" ht. & spread, full and bushy, B&B or Cont., spacing as shown on plan. 24" ht., full and bushy, B&B or cons, spacing as shown on plan. 24-30" ht. & spread, full and bushy, B&B or Cont., spacing as shown on plan. 30-36" ht., full and bushy, B&B or Cont., spacing as shown on plan- 24-30" hit., full and bushy, B&B or cunt., spacing as shown on plan. 30-36" ht., full and bushy, B&B or cunt., spacing as shown on plan. 24" ht., full and bushy, B&B or Cont., spacing as shown on plan. 24" ht., full and bushy, B&B or Cont., spacing as shown on plan. 24-30" ht., full and bushy, B&B or cunt., spacing as shown on plan. LANDSCAPE SCHEDULE CONT. Plant symbols shown at 30 scale O G Botanical/Common Name W. Size, Condition, and Remwirs Medium Shrubs: " Prunus laurocerasus 'Zabel iana' 21-24" ht. or spread, full and bushy, B&B Zabel Laurel or Cont., spacing as shown on plan. * Nandina domestica'Compacta' 21-24" ht. or spread, full and bushy, B&B Compact Heavenly Bamboo or cunt., spacing as shown on plan. * Osmanthus delaveyi 21-24" ht. or spread, full and bushy, B&B Delavey Osmanthus or oont., spacing as shown on plan. * Pieris j. 'Forest Flame' 18-21" ht. or spread, full and bushy, B&B Forest Flame Pieris or cunt., spacing as shown on plan. * Rhododendron 'PJM' 18-21" ht. or spread, full and bushy, B&B PJM Rhododendron or Cont., spacing as shown on plan. *Viburnum tinus'Spring Bouquet' 21-24" ht. or spread, full and bushy, B&B Spring Bouquet Viburnum or Cont., spacing as shown on plan. * Mahonia aquifolium 18-21" ht. or spread, full and bushy, B&B Oregon Grape or Cont., spacing as shown on plan. * Vaccinium ovatum 18-21" ht. or spread, full and bushy, B&B Evergreen Huckleberry or Cont., spacing as shown on plan. * Berberis t. 'Rose Glow 18-21" ht. or spread, full and bushy, B&B Rose Glow Japanese Barberry or Cont., spacing as shown on plan. Low Shrubs SITE AMENITIES LEGEND Hem MY. Description I Remarks 3 Low Block See Plan Retaining Wall 42" Shadowboard See Plan Fence Open -Top Wood See Plan Fence with Column Tall Shadow See Plan Board Fence Split Rail Fence See Plan I_ — Allen Block'Europs Collection' Abbey Blend Install per manufacturers specifications. See Detail F. Sheet L1.6 See Detail B, Sheet Ll s See Detail F, Sheet L1.6 See Detail H, Sheet L1.6 Street Light Holophone - Newark, Ohio, 740-349-4160 Lummaire'Granville Series; model #GV/100HPIMTIF/3/N/CIU Cast Aluminum Post 'Wadsworth Series,' model #W12F4/17-CA/FINISH 4" dia. Fluted shaft, 12', color by owner Pedestrian Path Holophone - Newark, Ohio, 740-349-4160 Light Bollard light'Wadsworth Series' Model #BOLIW39/141DTIL-CAIM-70/120 Color by owner. Wall Wash Hadco Architectural Floodlytes, Model #WA3. HF.70W li Horizontal Flood, (253) 272-4467 Abelia g. 'Edward Goucher' Min. 15-18" spread, full and bushy, B&B Uplight Uptight - Hadco Architectural Floodlytes, Model # WAM 1 (A), 120 V, 75W T3. Line Volt, Black Flood Light with Lamp Shroud (253) 272-4467 Glossy Abelia or Cont., spacing as shown on plan. Rhododendron 'Ramapo' Min. 15-18" Spread, full and bushy, B&B ;J Bench Gametime "Park Series" Model #4046 Rhododendron or cunt., Spacing as shown On plan. 6' length bench, galvanized angled legs with Douglas Fir slats. Seat of Nandina d. 'Gulf Stream' Min. 15-18" spread, full and bushy, B&B bench to be exceed 2 , typtaslllevel, urfacemountof finish grade below bench not to ed. Gulf Stream Heavenly Bamboo or Cont., spacing as shown on plan. Prunus laurocerasus'Otto Luykens' Min. 15-18" spread, full and bushy, B&B o Stone Bench By Owner Otto Luyken's Laurel or Cont., spacing as shown on plan. Spiraea bumalda 'Froebelii Min. 15-18" spread, full and bushy, B&B Boulders Granite Boulders by Owner Froebelii Spiraea or Cont., spacing as shown on plan. ,. Spiraea bumalda'Anthony Waterer' Min. 15-18" spread, full and bushy, B&B LANDSCAPE NOTES: Anthony Waterer Spiraea or Cont., spacing as shown on plan. Sarcococca ruscifolia Min. 18-21 " spread, full and bushy, B&B 1. ) ALL ORNAMENTAL LANDSCAPE AREAS AND SEEDED LAWN AREAS WILL BE Sarcococca or cunt., spacing as shown on plan. WATERED WITH A BIDDER DESIGNED, WATER -CONSERVING, AUTOMATIC IRRIGATION SYSTEM. Escallonia'Newport Dwarf Min. 18-21" spread, full and bushy, B&B Escallonia or cunt., spacing as shown on plan. 2.) INSTALL 2" DEPTH SPECIFIED BARK MULCH IN ALL NEW LANDSCAPE AREAS. Cistus hybridus Min. 15" spread, full and bushy, B&B or Rockrose Cont., spacing as shown on plan. 3.) PROVIDE A 2' MULCH CIRCLE AROUND ALL TREES PLANTED IN LAWN AREAS. Has crenata 'Compacta' Min. 12-15" spread, full and bushy, B&B 4.) REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. Compact Japanese Holly or Cont., spacing as shown on Ian. P g P PLANTING GUIDELINES Viburnum davidii Min. 12-15" spread, full and bushy, B&B _np1 City must approve charges to material, species, size, spacing or location. 9. Crown of trees should be approximately one (1) inch higher, after settling, than David Viburnum or Cont., spacing as shown on plan. N WO.M. . .r -. adjacent grade. Erica carries'Winter Beau ty� Min. 12-15" s read, full and bush , B&B P y 7• CI 2. Landeeepe Contractor will verify site conditions for grade, shape and layou MCI prior to sterling work. Notify Owner of modifications prior to construction. 10. All trees and shrubs shall be top dressed with Oemocote (14-14-14) or approved Winter Beauty Heather or Cont., spacing as shown on plan. equal. Apply per manufacturers specifications. Azalea 'Everest' Min. 12-15" spread, full and bush B&B P y' 3. Landscape Contractor shall maintain all landscape areas unfit final approval and acceptance by Owner. 11. Tree and shrub planting pits shell be three (3) times the diameter and one and one White Azalea or Cont., spacing as shown on plan. hall (1-1) times the depth of the rootball Pinus mugo 'Mugho' Min. 12-15" spread, full and bushy, B&B 4. The Owner shall guarantee all tree and shrub material for a minimum of one (1) year from date of acceptance. This period shall include at least one 12. Finish grade should be six (6) inches minimum below building finish floor elevation Mugo Pine or Cont., Spacing as shown on plan. complete growing season (May through September). AD parties shall agree (adjacent to building slabs). Corpus stolonifera 'Kelseyi Min. 12-15" spread, full and bushy, B&B upon an end date at the beginning of the guarantee period. Dwarf Red Twig Dogwood or Cont., SpaCing aS ShOWn On plan. a. All plants, planting and seeding activities shall conform to normal landscape 13. Finish grade should be one -ha# (1/2) inch below finish paving surface in adjacent industry standards. lawn areas and one (1) inch in shrub areas. b. All plants shall be nursery -grown, and shell be containerized, baled and burlapped or bare root. 14. Retain positive drainage, maximum 31 elope, away from all trees and building. Ornamental Grasses and Ferns: c. Plants shal be healthy, vigorous, and free of defects, disease and all forme of infestation. 15. A9 shrub and groundcover areas shall receive two (2) inches of Pacific Topsoil Phormium t. 'Morticia' or equal 5 gal. Cont., full and bushy, spacing CompMulch or approved equal. New Zealand Flax as shown on plan. 5. Mailman tree sizes upon installationcall be baled the following dimensions. Caliper dideciduous for deciduous trees arere measures at 6 althea 16. Seed or sod lawn areas with approved mixture (Bee below). Seed all areas Helictotrichon sempervirens 1 gal. Cont., full and bushy, spacing above the ground for trees that are grown on their own roots (not grafted). disturbed by construction activities. Blue Oat Grass as shown on plan. The measurement for grafted trees is taken at 6 inches above the graft a For seeding, apply the following mix at a rate of six (6) pounds per one -thousand (1,000 equate feet Miscanthus sinensis 'Yaku Jima' 2 al. Cont., full and bushy, spacing g y P 9 6. Existing site soils may be used with approved topsoil for backfilling plant 40% Creeping Red Fescue, 20% Kentucky Bluegrass, 10% Velvet Benigreae + 30% Yaku Jima Maiden Grass as shown on plan. material. Mix ratio shall be, Penfine Ryegraee. SIM site - 50% imported topsoil Pennisetum alopecuroides 'Hameln'2 gal. cunt., full and bushy, spacing 17. Fertilize lawn areas with Lily Miller'Royal Green' optimum sot supplement (19-3-16) Hameln Fountain Grass as shown on Ian. p 7. Topsoil should be 3-way mix from Pacific Topsoil or approved equal. and(12-4-8) controlled release granular form with 50% nitrogen from OF installation. Polystichum munitum 2 gal. Cont., min. 8 healthy fronds, 8. Cultivate topsoil into the top 12 inches of soil. Provide topsoil as follows Rate of fertilization per acre shall be determined by the soil testing. Western Sword Fern no damaged tips, spacing as shown a. Four (4) inches in lawn areas. on plan. b. Eight (8) inches in planting bade. Erysimum 'Bowles Mauve' 1 gal. cunt., full and bushy. Locations Purple Erysimum as shown on plan, type and quantity as selected by L. Arch. Actual species to be determined by L. Arch. prior to installat-ion. Annuals and Bulbs Seeded or Sodded Lawn ��•R�sa: Rock See Specifications THIS PLAN 15 FOR CODE SUBMITTAL TO GOvERNINCs JURISDICTIONS AND 15 NOT FOR 5IDDING OR CONSTRUCTION. PROJECTNO. FAC044)008 THIS PLAN SHEET REE7.EGTS THE CITY OF AUBURN MAIL "LANDSCAPING A6 REQUIMEtOM APPayed BY Dille Approved 7 • le}•10c4 . LANDSCAPE SCHEDULE AND DETAILS Sd'7XI e Cm W _ 10 � iE I H LlI J U W J J 0 W W a f O F_ W a 0 Z ZW p Z Z J W D Y D J Q STATE OF WASHINGOON HIT CT !TAN Auw YXIMW C TFICAi N 321 Scale. f - 20'-0" Date- 2/6104 Drawn B • AE Checked By- NPH Revisions• PERMIT SLEMTTAI ERMIT QES_MTTAL5A3l04 SHEET OF 6 1 7 L 1.5 Sheet j7;, K 'ku t o1 `6 ° -4 TOP COURSE O VENEER TO BE NET, SOLDIER PATTERN, A' -IC oz. A 1 1 I I —IiIBBIiIIE III— II III�I�i.+. I��. Ih II_,1, I, �INI�IIII IIII�IIII_ �Dlm IIhI Il�ll�Nl Nm I�I 1.1=10� a �Iq -- Ii� � I,I �IIII�_IIII_- Iliir�llll - IHS%III�dI�IIirIU�I..., I �19J .ol� �I1190 I11- III�',F -I, Jill - I PLAN NEW Di41'FEIED "T CAP (L 2X4 TRELLIS RAPreR —2K4 TR41N RAFTER (EEHXO) —1/4" DIA THY CLTS W 5 Y DIG' LAP JDMr M IECQ?RMED BY PRD.IECT GMFORER MB AMP si, CEDAR 9 Y FINIIwN GRADE 4� HEAVY I HY NMT P'06TS. M R AX4 R NITY P%NT VIEW BIDE VIEW FOOTING Ma AND X Dt=v 1- NL2rEs aTR1LT,R4L 1) ALL P ST5 T. GE PI@B]LRL 11@A1LD LLI![R, ALL OI'HLR URAL RNMOSS, PER BTIYLlt11FAL =4M�IL / P TO BE TISTT KNOT CEDAR 2) ATTACH MILS TO "15 WITH HIOpEN bALVANISPD BRKACET X E/ ALL HARDYIARE TO BE SALVAKIMM STEEL. rc"PALT 4) STAIN ALL YGOO, COLOR TO EE aELEGTED A IP APPROVID B+' OYICR. S, IiPIACE TO 1M Arbor and Entry Trellis (Sim.) 2B' T-V WALKWAY 2B' ELEVATION NOTES: 1.) ALL WOOD MEMBERS TO BE TIGHT KNOT CEDAR. STAIN COLOR AND SEAL OOATTO BE DETERMINED BY OWNER. 2.) ALL EXPOSED METAL FASTENERS TO BE PAINTED BLACK. 3.) REFER TO STRUCTURAL DETAILS FOR COLUMN REINFORCING AND CONCRETE FOOTING SIZE. 4) LOCATE FENCE AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. • Pedestrian Entr 3/8'=1'-0' 4"XS" CONOIETE EDGING HOLD ADJACENT FINISHI GRADE P BELOW TOP OF CONCRETE EDortr., TYP. 2X4 PLASTIC OR PR£58UIW TREATED TIMBER NAILER SECURELY ATTACH TO CUNS WITH MASONRY NAILS. "TALL WTHOUT CUTR4G WHERE ROSSI N-4 USE MIN. 12" L014'A PIECES. ATTACH TURF TO 2X4 WITH HEAVY DUTY STAPLES MN. D" O.C, TYP. SLOPE SUBGRADE TO DRAM 2%, COLLECT AT LOW POINT IN 4" PERF. PIPE. TIGHTLINE TO STORM SYSTEM, COOT®. W/ CIVIL. 5/O" DRAM RDOC Puttinc 1/2'=V-0" 4x6,NOTCH t•TO FI T R � OVER BEAMS (2) 402 BEAMS, ATTACH TO POST W/ 1/2' LAO SCREWS OR MACHINE BOLTS. � 8x6 POST, NOTCH 1- EACH SIDE FOR BEAMS ATTACH BXS POST TO COLUMN W/ SEAPSOrN CON — OREQUAL. PAINT BLACK. FLAGSTONE PEER CAP; CHAMPAGNE DOLOR, (AS-1E15) OPEN TOP WOOD FENCE 9 CMU COLUMN! WITH CULTURED - STONE VENEER ISUCKSCOUNTY LIMESTONE - CSV-2074). Gal0K1S CMU BLOCK COLUNMN, REINFORCE PER STRUCTURAL - DETAILS FINISH GRADE _ INSTALL STONE r BELOW FINISH GRADE TYP ,`T. TYP. - CONCRETE FOOTT SIZE AND REINFORCE PER STRUCTURAL DETAILS - SUBGRADE,TYP. - INSTALL TURF FLUSH WITH CONCRETE EDGBG TOP DRESS WITH 30/60 BLACK SAND PER MAN.FACTUER5 RECOMMENDATIONS R . y" SYNTHETIC PUTTING GREEN TURF GOLF GREENS PORE U" OR EQUAL 4" 4" DEPTH 1/4 MINUS CRUSHED MOCK �— SUOGRADE, COMPACT TO 55% WEED MAT, RT, INSTALL BENEATH 1 4" DEPTH 114 MINUS CRUSHED ROCK —�--LI_1T FjL� — 2" DEPTH 3/E M WA CRUSHED ROCK SUOGRADE, COMPACT TO 55% COMPACT SUSCMADE TO S5% INSTALL GAIN CUPS FLUSH WITH SYNTHETIC TUNE SACKING. CIUANTITY AND LAYOUT A5 SNOW ON PLAN 11-w=1 11=1 I -1 1LI=ll= Ii11TllIIIiIIIIIiIIIITTIIITII�i IL Green IX4TOP ISM TA, BONG, 1 X6 LINE 1X6 END. 1 X6 BOT FINISH G FROM W FENCE,I r MIN. I r DIA. CONIC. FOOTING, ALONG LINE POSTS, IB' DIA. O CORNERS AND ENDS, TYP. 1-11C THICK MANSE SIGN FACE r CMU BLOCK, CUT TO FORM ARCH STONE VENEER WALL FINISH GRADE SECTION SECTION 2X4 TOP ELEVATION NOTES. 1.) REFER TO STRUCTURAL DETAILS FOR COLUMN REINFORCING AND CONCRETE FOOTING SIZE. 2.) FENCE COLOR TO BE DETERMINED BY OWNER FROM LIST OF STANDARD COLOR SELECTIONS. 3.) LOCATE FENCE AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. Open -To 3/8'=1'-0' Wood Fence TOP COURSE OF COLUMN VENEER TO BE INSTALLED IN A SOLDIER PATTERN AS SHOWN 11IN15' CULTURED STONE — FLAGSTONE PIER CAP; CHAMPAGNE COLOR, (AS-1215) SECURELY ATTACH FENCING TO COLUMN. WRAP STONE TO ME CONNECTIONS. ORNAMENTAL, OPENTOPWOOD FENCE CMU COLUMN WITH CULTURED - STONE VENEER (BUCKS COUNTY LIMESTONE CSV 2074) 1N12 CMU BLOCK, TYP FINISH GRADE INSTALL STONE 2' BELOW FINISH GRADE, TYP. CONCRETE FOOTING, TYP. SUBGRADE, TIT. STONE VENEER WALL STONE VENEER COLUMN MARBLE SIGN FACE — — — CONCRETE CAP PLAN VIEW 8M FACE -ALABASTER, TRAVERTINE MARBLE, 1 /MTXICK TOP COURSE OF COLUMN VENEER TO BE INSTALLED IN A PIN -MOUNTED ANODIZED BRONZE OR BRONZE PAINTED SOLDIER PATTERN AS SHOWN ENGRAVED LETTERS, CENTERED ON SIGN. COORDINATE W/ OWNER FOR TYPE SIZE, STYLE, AND COLON - 24'x2 CULTURED STONE Mr F-r 2P FLAGSTONE PIER CAP; EQUAL CHAMPAGNE COLOR, (AS -1212) r CMU COLUMN WITH CULTURED STONE VENEER (SUEDE LIMESTONE CSV-2046), INSTALL PER MANUFACTURER'S SPECIFICATIONS SIE A CMU WALL WITH CULTURED STONE VENEER (SUEDE LIMESTONE AT LA ELAND CSV-2046), AND I x 20' FLAGSTONE - b - WALL CAP, CHAMPAGNE (AS-140) NE - - INSTALL PER MANUFACTURERS NID SPECIFICATIONS _ -_ - - - FINISH GRADE ELEVATION INSTALL STONE 2• BELOW FINISH GRADE, TYP. NOTES: 1.) REFER TO DETAIL BY CT ENGINEERING FOR STRUCTURAL REINFORCING AND CONCRETE FOOTING, TYP. CONCRETE FOOTING SIZE. COLUMN Z) LOCATE WALL AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN SUBGRADE, TYP. FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. SECTION 3.) EXTEND STONE VENEER MINIMUM 2" BELOW FINISH GRADE. IX6 TX. OFMAR BOARD, 1/2" 5PA4,I46 4X4 LINE POSTS, 4X6 END. CORNER PC 2X4 BOTTOM RAIL Ent nts 1_ Monument (Sim.) - Under separate permit PLAN VIEN SLOPE TOP OF FENCE TO FOLLOKN GRADES HEIR EIBKM "MERE MEL1UIRm,TYP-� BEIINIAN UI4M lAOKD oEE1N PME PI� CLEAR "toOI MICE, TYP.,4" MAX„ 2" MIN. ELEVATION 12" PIA. COI,. FOOTING, ALONG LINE POSTS, 16' PIA. 11� FORE OTS TO BE PRESSURE TREATED LUI I R (LP22), ALL OTHER A, CORNNERS AND ENDS, TTP. MOOD TO BE TIGHT KNOT CEDAR. 2) ATTACH RAILS TO POSTS WITH HIDDEN GALVANIZED BRACKET. B) ALL HARDWARE TO BE GALVANIZED STEEL. 4) STAIN ALL WOOD, COLOR TO BE SELECTED AND APPROVED BY OIN ER. 5.) 42" PENCE AHEIRE NOTED ON PLAN. Shadowboard Fence 3/a'=1'-0' SOD LAWN INSTALL IMPORT TOPSOIL TO TOP OF PAVERS MA50NRY SAND INSTALL ROAD BASE IF NECESSARY COORDINATE WITH OWNER TO 45% COMPACT 51.15GRADE TO 415% 6RA55( PAVERS BY: RK MANUPAGTURIN&, INC. JACKSON, M5 I-800-415-1-55-M - OR EQUAL Grass Ring 10 SECTION s DIA. ROUGH CEDAR P067 LIT CEDAR RAIL MORTISE AND TENON JOINT -OST/RAIL 024NECTION. TYP. GRADE -06ACA1ILL WITH NATIVE SOIL -12" CIA. CONCRETE FOOTING AT LINE POSTS, 16" CIA. FOOTING AT END MID COZENER POSTS, SLOPE TOP OF FOOTING FOR DRAINAGE. 4" MIN. DEPTH COMPACTED GRANULAR 61,15-15ASE MIN Split Rail Fence 1/2'=1'-0' THIS PLAN 15 FOR CODE SUBMITTAL TO GOvERNING JURISDICTIONS AND IS NOT FOR BIDDING OR CONSTRUCTION. PRomallo. FAC014 X)OB TIES PLAN SIEET REREM TI♦E CffY OF AUBURN MINNUM LANDSCAPING REQUIREMENTS Approved By: Date Approved: -74 SITE DETAILS Sd'X 926. H� e W INN ®� Ep 2 'Q fQ a W 0I �w J J u OcW ^L I..L O O I 0 Z win a two Q Z Z LI Y D J Q STATE OF WASHIN N RED HIT C MART( AIAN AN CERTIFICATE N00 321 Scale" AS NOTM Date- 21W Drawn By. AE Checked By. NPH Revisions" PERMIT SUBMITTAL 411104 RMIT RESUBMITTAL 5/13/0 SHEET I OF 7 7 L 1.6 Sheet" 1/2'=1'-0' TWP. 20 N., ROE. 5 E., W.M. KEYMAP I"- foo' CITYOFAUBURN GENERAL CONSTRUCT/ON NOTES 1. INS DEW ZO WWT PROECT WALL C15WOW 70 7W aTY ar AaWAW S' AF-PtI -MENTS AND X NV ACM?0ANCE WTI IIE APPROVED PYANS ANY CHANCES fROM PC A9PRO6£D PLAN NKL RE'WW APPROVAL fRLGM 71E Dow,, EAWIR AW NIF CITY. 2. All MowmAgsw AAO MA MWWS 51WALL COWWM M TAE "NN9NG70V STA7E XPAR7ANNT Or MAN7tWTA MY (NWOT) STAAC W SPLraV M NS FLW Ra4O 9W6F AAD XWOPAL C0Y5TRUCn0V" (2007/U LEST ERPM), EXCEPT MERE 9PPLa"IED CW AkIWZO BY LE aTY.S CWS7RWn N STAAVAO?DS 94MIAL. 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E ONE aTY B£L/EWS THAT IW PROPOSED HALO ROE MKL ADYERSEL Y A FWT LE 57Rf£ AIETNOIIC HMKMKJ MAY BE, LAVED 70 APPRO9%ATE GrF-PEAK HOL R CN AL 7ERNA7E RW7ES 6 771E CaVIRACIM -WALL BF Rf9DON.59E F W R6EV SAFETY CW AA(9 AROUND 71N5 FRaFCT PRIEW 719 7fE START 6F Nast; ALL META= AAO EaAT'A/£NT USED FOR 7RAFF/C COV1Ra AAb S7REET MAINTENANCE BULL LE RA WT7ED M 7W aTY FOP APPROVAL CONTUCAWS AND PER -RAWTY 91ALL EE U4BCE FOR NGA/RIES AAO DAMAGES 70 PERSONS AID PRGOERTY 510FMD BECAUSE a' C6N7RAC7WRS G°fRA7KA15' a AEawa CAI4NEC7ED M7H MY 7 ALL CGYSWWAGY-A%EYNMC FCW EA'0190W X PUZIC FAOE17FS 91ALL BE DG1E 0"P TW OW£C71GV Gr A NA-9MNG7LN L/G 49D LAAP7 SURYEMR OR A NN9 ION L7GEN PIP9139aW aW fAR)1FER. 8 aRWD ORAWKS ARE A60A?0 P7BKXR 70 PROECT ACCEPTANCE. REfER TO THE aTY^S "kEcvw CT.NS7Nw7xw DGCIAIENT' HANDOUT. AUBURN, WASHINGTON SEC.6,TWP. 20 N., RGE. 5 E_, W.M. LEGAL DESCRIPTION A PARCEL a' LAND SIUATED IN 7W ACW/H HALF a' SECflW 6 T90SW 20 AWN RANGE 5 EAST oF 77E MLLAAEITE AiRom PERCE caw7Y, NN9MNG7OV, m6w PARI7CYULARL Y OESCRI AS FaLOWS' C%WNaNG AT 77E NCR7fEAST LL'MNER Or SAAO SEC7XN A:. 77AEfLE N68:N 'RT W ALONG TIE MWIN LNE Gr SAID SECPOV 1468.48 FEET,' THENCE S0125'17W 574. 90 FEET 70 77E NVYR5EC770V OF EWROT& NA r SE MVO LMnAAi9 IC.LS NN Y, RE7W,E S55AOZl19r J1500 fEFT,• 77AEA9r NJ5Vo10"W 27.50 FEET TO 7W PANT 6F HEW06N HENCE 555170D0"W 20854 WEFT 70 PC MPM K Or A aAPI£ Ca1CA YE 70 77C sx71EAST AAD HA MVC A RAMS 9927.50 FEET,MWE S0VTY NMX Y, ALaw 7Hf ARC Gr SAID a/RYE 7 UGY A L1rNMAL ANaE X 29 t.T'4J" A LVSTANLE OF 481.24 FEET TO 77E SEW4K Or A REl£RSE CWK CONCAVE 70 M NLWII, HA MG A Axis a< 25 G7 FEET 7fAENGE SXU7HNE3'T AAO IIES7fRLY ALaG 71E ARc a' SAGO aIRYF MROM A aN7RAL ANaf OF 8639:?r A OSTANCE Or J7.95 FEET 77ENCE 147*44'15'W 2.106 FEET TO 71E BEGNMMVC Or A a.WYE CaKA YE TO 71E A'ormuST, HAW✓G A RADIUS OF 404 07 FEET,• MACE MW7ME37E7KY ALONG 7W ARC a" SW 0APYE PROW A aNIRAL ANaE Or 472/b4" A aGrMM Or JTJ6W fZTT 10 DE bFNAW Gr A A[WR9' aMYE a W.4l£ TV #C SO #f*ST, HA WIG A RADIUS 6F 45400 FEET,' 71AENCE NA47NMES7EJPLY, ALaOC 71E ARC Or &W CYAP6£, Mom A CiN7RAL ANaE 6F 1750'49' A aSTAACE Or 22a65 FEET 7H£NCE N4874W'W 1aJ7 FEET,- MXE N4/ I6OOT 804.59 fEET,• MNar SMW'00'E 6M.. 18 fEFT,• IMEA'C£ S55w,00-Y 16A0 fEET; TIENCE SJ5wty-t 650 FEET To 71E PANT cF AEOPNINVG (B-r�+ LOT 1 CF aTY Or AbDIARN LOT LNE AO.f7S7MDVT RECOMD 1AffR RECOWM NCNMR 200210220767) EARTHWORK ESI MAW CUT 1,000 C Y. fxL 44000 CY. IAVPGRT 39, 000 C Y CONSTRUCT/ON SEQUENCE 1. CALL LNE-CALL LOCA7E fCW THE, LOCA7XM! CY E17STNG UIXIMS IN AREAS 6MRCAL M XV9V (1-8aT-424-55W 2. HOD PRECONSTRUCWN CaWt'7PP711T' MAW OTY OF AU6'ABN J INSTALL 7EAEGPARY £R09M MVO .SEANENT CONNOt AEASURES AS LiNIM7ED ON 9#FT C2. 01 AAD 8Y TW a%WW AW ERO96W CYN/7A'L C6V57RUCTUN SFOENCE OV 9&TT CZ 01. 4. CALL CITY OF AL/BURN FLR IN9°£CTEN 5 C2VTRAC7W AAO LIEWLacER NKL 8E REVVN.WE FOR AOD1710YAL ER09M CaV7Ra AEASATS AS Mra SSARY. 6. 6 PALAE PRAECT M PLAN GWAOa 7. H*905EEO ALL DA71/aIT Sa a AAO ODAER AREAS THAT ARE M REMAIN LINNORKED. 6 WRIFY STALAEIZA IIGV 6F 97F. 9. CALL CITY Or AU8URN FOR 97F N'.SP£C7XW LEGEND EX/S77NG PROPOSED TYPE I C8 EXlS7M aN70W TYPE # CB -BLb_ FRODUMV COV70W -�� SAMTARY SEVER AAV • 598.00 PROOOSED SOOT OPAL£ Nl PANE" HYDRANT PRO°09D fflOaffRY . -7-[3k WA7ER Rn NG5 35 PROPOSED ROOYfRY I/ECHT MC GATE VAL Yf 2X PRG'OSED 9a'£ ... ® WA7ER AFTER PRA°OMD PA W*NT AR RELEASE V'ALYE o "- SLOW- Off ASffW Y I ' PRO°OMD S7RfET OMIT O -aEANOUT.ASNOAD ON PLAN fRa'OSED bKXIArPL ZA;YWT 1 O YARD ARAIV LANDSCAPE DRAM' OWNER/DEVELOPER WA 7ERSTCNE /l, L.L.C. 11624 S.E. 5TH ST.. SU17F 200 BELLEW£, WASHINGTON 98005 CONTACT.- RANDY FORSYTH (425) 586-7700 ENG/NEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 29TH PLACE,, SUITE 101 B£LLEWE, WASHINGTON 98007 CONTACT' GARY R. SHARNBROICH, P.E. (425) 885-7877 GE07FCHN/CAL ENGINEER EARTH CONSULTANT$ INC. 1805 1367H PLACE NE, SUITE 201 B£LLENVE, WASHINGTON 98005 CONTACT.- SCOTT DINKELMAN, RPG (425) 643-J780 ARCHITECT MILBRANDT ARCH17ECTS 11715 SE 57H ST., SU17F 100 BELL£VUE, WASHINGTON 98005 CONTACT.' 808 408LE (425) 454-7130 LANDSCAPEARCH/TECT WEISMAN DESIGN GROUP 2J29 EAST MADISON ST. SEATTLE, WASHINGTON 98112-5416 CONTACT.- NICK HAGEN (206) J22-1732 S/TEDATA 977E AOARM' 82020 EI£RAPEEN ON Y NE. EX7S7N'G ZOAWG' AEA-1 517E AREA: 4545O8 SO FT. (10.41 AOMS) AUMP aA DNEZUNG GW/S' N MN. 511E AREA PER DNEZLNVG OWT 2 400 SO FT. PLAAMD S7F AREA FER DNEZLbVG UK' A 741512 FT. ACCl - TO PcwC S71PEE75 8Y WAY 6v 26' PPfYA7f ARYI£NN YS MAXIMUM BULOOG• hf7GYT JO fEFT BULAW F007PRIVT CMfRAGE:' 27.104 SO FT. (6Lx a< 45.T 508) PLAAAIED &MMK COWRAGE.• 134854 SO FT. TOTAL A#ffWOUS AREA: 264521 50. FT. PAWM STA INW.5' SEF -EFT A2 UT/L/TYPROV/DERS Tj 7- CITY OF AUBURN SEWER CITY OF AUBURN POWER PUGET SOUND ENERGY TELEPHONE ON£ST a4SIS OF RINGS NO7IJi61r fw 7W EAST LAYf Or 7W SX77CAST GUAR7ER CF SFC70V 6 TOWVWP 20 NWIH, RAW 5 EAST, KM., PER REM OF SYARN"Y RECORD UNWR A.F.N. 2001022S5002. BENCHMARKS 1. LRASS SLARFACE MCK O lN7ER.5ffT0W LAKELANO hXLS MA Y DIE EWROWM MAY SE. EZEVA77AY 564.51 2 LWASS SMFACE MON O hVffNMC7TGV LAKEZAND HILLS WAY R MAES AY£. SE ELEVA710V 496J2 ALGaVA ` AbWRN bi 10N COUNTY JW AIE NNE fN Km COVUTY ZP/�`E COUNTY SITE i ?s i o S 62W ST SE, a SUMNER TAPPS HWY E. PIE ff COUMY PA KWAv TA S VICIN17 YMAP 1 "=7/4 M/LEt SHEETINDEX I C1.01 777E WET 2 C1.02 OWRALL PLAN 3 C1.O3 97E DETAILS AND Z ERAL N07ES 4 C2, 01 ERO90V CON7ROL PLAN 5 C321 97E SEC77OVS 6 0.22 517E S£C77AVS 7 C7.02 HCRZLWTAL COW7ROY PLAN NO E• C1 WMAC7W IS REDAAED TO HAW RE aTY Or ALAN'AAN STAN12W MMU AW STAM2W DETALS AND 9A'ZN96 f DONS AVAL.4I'E ON " 97E WENEYER CONYMUCNON /S AV AW RE, .SS RECORD ORANNYG aF7M7CATUN 7JESE ORANOVO CaWORM M Ar CONTRACTOR'S C0NS7AWfflV WCOMS a v DA7E. 7777 E/POS/7101V.- CONFIRMED BY CITY DATE.' PRO.ECT REF. GRA 04-0009 DE'SE PYANS ARE AMROED fOR CY.YNZRMAAGE Nl7I RE aTY CE AL1WWS DVVMW OftGUN REOUPM WS APPROWD BY 7. -tw DATE APPROVED: 5'J17�04 Vl Z Z v Z i d W NQ c2£ V C1 CS O J c w z > w 0 3 U) Q d 0 0 Q SHEET OF 1 7 PROJECT NUMBER 03103 on /3 I SEC.6, nW. 20 N., RGE. 5 E., W.M. N RECORD DRANWG CERARCA AON THESE DRANAWS CONFORM TO THE CONTRACTORS CONSTRUC770N RECORDS a v. DA 7E 777LEII-DSInaV. CONFIRMED BY OTY DATE, O W it H D z z 0 z t9 W � � Z z W W Z V� W SCALE 1 " = 150' J 75' 150' 300' h (/i Q (S Q Q W a 0 Ci Z w 0 C9 J z 3 oSHEET j O a a , 04y PRO ECT REF.• GRA 04-0009 THESE PLANS ARE APPROVED FOR CONFORMANCE KITH THE C/TY OF AUBURN S ENGINEERING DI NSION REWR£MENTS. NUMBE Cl02 APPROVED BY. SHEET OF 2 7 DA7E APPROVED.- PROJECT NUMBE 03103 CITY OFAUSURN GRADING AND EROSION CONTROL NOTES TWP. 20 CITY OFAUBURNSTANDARD DETAILS RGE. 5 E.. W.M. 1. WIHIN THE aTY OF AUBURN, ALL REOU/RED RE7ENAON OR DETENAON, VDIWNTA776W AND fR09ON CON7RCr FACYL/AES MUST BE CONSTYUCIED AND IN OPERA PON, PRIOR 70 LAND CLEARING AND/OR OMR CLW57RUC716W ACANAES, M INSURE THAT SEDIMENT -LADEN WATER AND 57" DRAINAGE RUNOff DOES NOT IMPACT Alf AAA LENT PROGENIES OR7HE NATURAL ORAINACF WAYS 2 THE OFTENACA; gDIMENTA710V (RE7ENAON /F /NFIL IRA TON SYSTEM IS USED) AAV fR09M COY Ma FAOC/AES DEPICTED CW ATE APPROVED ORA NNGS ARE 110ENDED 70 BE MIN/MIAW R5IXXREMEN75 TD AAEET ANTIWA7ED SAE CON0/77OYS ADDIAONAL ORAhVAOf AND EROSION CONTROL FACYLI77ES MAY BE R£OCWPfD AS S77U4 DONS 04RRANT DLMVG CCYVSIRUCTOL 7HE AFLENNTA DON, MAINTENANCE, REPE&EMENT ANO AOOI716WS 70 MW COY7ROt SYSIEAIS -HALL BF 77k RESPONSIBILITY OF THE PERMITTEE J AE Df MKAY (REIENAOV F INf7L IRAAON SYSIEW IS U9D) CONTROL P51W 9WL REMAIN IN PLACE UNAL 7HE PERWAAENr SIORM SY57EM IS IN PLACE AND OPERA775NAL. 4. THE T£ 60ORARYEROSON COVMLC FACILIAES, INCLUDING ALL PERW7FR COOPOES; SLALL REMAIN /N PLACE UNAL FINAL S7E COV57RUC7701V 5 COM/PLEIED AND APPROVAL HAS BEEN REGCIYfD FROM /TIE CITY. 5 ALL AREAS OF ACAYf EARTHM5RK WW/CH HAY£ AHf ROTEN77AL FOR fR0-ON AND SLDIMENTA70V IMPACTS DN ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING 70 THE FOLLOWNG .SCHEDULE' FROM APRL 1 TO SFPIEMDER 30, AREAS AT FINAL GRADE AND 7HOS£ WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MOUE THAN JO DAM -HALL BF STABILIZED WHIN 10 GAYS FROM OCTIVER R7 A61AY.YL J1, EAR7HW0R0( ACANAES SHALL BE C*%&CIED N✓ STAGES NH ORDER TO MINIMIZE SOIL EXPOSURE EXPOMD .SACS IW7H AN AREA GREATER THAN A000 SQUARE fEET IHAT ARE SOY/EOULED TO REMAIN UNWCWKED fOR MOPE THAN 24 HOURS AND EXPOSED AREAS OF LESS 7HAN 5DO fEFT 7HAT WILL REMAIN UNWfORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIA7EZ Y. CITY OFAUBURN STORM SEWER CONSTRUCTION NOTES 1. 7W CONIRAC7O R SHALL 097AN✓ ANY NECESSARY STORM LINE CCYVIVECAON PERMITS FROM 7HE CITY OF AUBURN, PRKR IO CON57RWhOV. 2 ALL STORM DRAINS 97HIN IH£ DEYELORWENT SHALL HAVE STENCILED 'DUMP NO WASTE - DRAINS 70 'EITHER" SIIEAM,� "NEAANDS; OF GROUNDWATER' AS APPLICABLE 1 �6:1 BATTER If/ EXTRUDED CURB SIZE OF ROCK 0 .. (I.. e. 3 MAN) h 12' MINIMUM' t THICKNESS OF 2" TO 3" WASHED r~ GRAVEL OR 3" TO 4" ANGULAR i ROCK _ COtWECT 4' PEWGRA7ED P. VC 1 ;I1/N ORANV PPE TO 7NE NEAREST DOWWSAIEAM CA AN BASH; OR ROCKERYGENERAL NOTES AS SHOWN ON PLANS L MAXIMUM /NCLINA77ON OF THE SLOPES ABOVE AND B£H/ND ROGYERES SHOULD BE 2.1 (HLW.•Y£R). 2 MIN/MUM THICKNESS OF ROCK RL 7ER LAYER IS 11 INCHES 3 MINIMUM EMBEDMENT OF BASE ROCK IS 12 INCHES UNDISTURBED NA AYE SOIL OR COMPAC7ED fXL PLACED IN ACCORDANCE WITH GEOTECIHNICAL REPORT RECOMMENDAAONS 4. ROLXERES GREATER THAN 4 FEET IN HEIGHT SHALL 1I£ DESIGNED BY A S7RUC75R4L ENGINEER AMO CALCYXAnOW STALL BY PRONO£D TO THE 6I7Y. ROO(ER/ES TO BE INSTALLED UNDER PEPIORK OR fZkt 77ME 0-VRVA70V OF 7H£ 6697TCYIN/CAL EMaNEER (SEE DETAIL, SHEET CJ 04) 5 ROCK SHALL BE PLACED TO GRADUALLY DECREASE IN 9ZE WITH TNCREASNG WALL HEIGHT IN ACOORDANC£ IWIH THE CEO7ECHNICAL ENGINEERS RECOMMENDA AONS 6. MINIMUM NOW OF KEYWAY EXCAVA AON SHALL BE EQUAL 70 THE THICKNESS OF THE BASAL ROCK (AS DETERMINED BY IHE GEOIECHNICAL ENGINEERS DESGN) FCUS 7Nf ROCK RL 7FR WDIN 7 THE GONG DIMENSION OF THE RMAIS -CALL EXTEND PERPENDICULAR 70 THE ROaI'ERY FACE 70 PROOVE MAXIMUM STABILITY. 8 ROCKS SHALL BE PLACED TO AWW COW771WOUS �ONT PLANES IN VERACAL OR LATERAL DIRECALWS EACH ROCK SHALL LIAR ON 7Wt7 OR MORE ROaYS BEZOW IT, WHIN GOOD FLAT-TO-fZAT CONTACT. 9. COW7RUCTW OF ALL ROGtENES SHALL BE IN CONFORMANCE WITH THE ARC ROCKERY CCPV57RUC77OV GUIDELINES ROCKERYDETAIL NO SCALE OWING AN fROW CaVffla CON57RUC1701✓ ENTRANCE SILT CONTROL FENCE CATCH BASIN PR07EC776N FOU GRADING PROJECTS CATCH BASIN PRO MCAGW CHECK DAMS AND SWALES SIRAWAND HAY BALE BARRIER STOW DRA/NAG£ CRADING/ERO-CW DISCYAROE CONTRIX SIRUCIUR£ RESDENAAL FOOANG GRAIN DETAIL REINFORCEMENT NOTES EROSION - Ol LROSO✓ - 02 EROSION - 03 EROSION - 04 fR0576W - 05 EROSION - 07 STORM - 04 S7616M - 07 1. REFER TO CINL GRADING ORAWINGS FOR ROGYERY ALIGNMENTS AND ELEVA71OVS 2 ALL GRADING AND EARTHWCNK SLALL BE COI/PLEIED PER ECY 607ECHNICAL REPORT E-9544-8 d -9, DATED AP IL 4th, 200J J ALL 6E07fX77LE LAYER HEAPY75 ARE MEASURED fROV CWADE IN fRCWT Of ROLY(£RY FACE 4. ar0TXALE REINFORCEMENT SHALL B£ AYSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT EZEYAT70YS SHOWW IN THE REINFORCING SCHEDULE. 5 007EXALf RONFORCEMENT 9/AL,' Lr PULLED 77wr BEHIND WALL. ANCHOR AS REGYAPED RI MAINTAIN 7ENS0V BEFORE COVERING W17H 57RUCIZIRAL RLL. 6. PROTECT LEDTEX u fROM IXAYSIRUCAOV DAMAGE PER MANUFACTURERS S'fCNI flMS COYSIRGCAOV EQUIPMENT STALL NOT IRA 6EL D/RECAY ON RfA1E0pamNT. ANY 6EOT£X7LE THAT IS DAM49D SHALL B£ REPLACED MIH NEW 007EXALE AT COYTRAC70WS EAFENZ. 7 6E07FX7ILE SHALL BE fAR7RAC OR £IXAYALENT AS SHOW IN THE RFZ1VFc4C1N6 SCHEDULE ALC G£97EX7ILE S/AU BE LYFARLY AXN1WiD AND LABELED IN 7HE FIELD. ANY UNMAR(ED ROLLS OR PCrtnONS 7MWOF THAT CANNOT BE IDEIMRED SHALL NOT BF USED IN WALL COY57RUCRCW. 8 ME RRPEERY FACE BULL BE CONSMUCA50 /N ACCORDANCE WIIH ARC GUIDELINES REINFORCING SCHEDULE War N.9nr Renlwc wt Haot (Amt) H La}er Na use Fortroc a i�den sngth 2" (leeo (see note 3) 4 lest / 2 Faust 55/.TO-20 Fortroc 55IV-20 SO 50 to 2.5 1 Fatror 55/30-20 50 1.0 4-6 AW 2 Fortroc 5S 20 5.0 2.5 3 Fortroe //30-10 50 1.0 �p 8..0 1.0 6-8 feet 2 Fortroc SS 20 5..0 275 3 Rrtrec 1C1 80 45 4 Fortroc 1W-20 5..0 6.25 1 Fortroc 55 20 80 1.0 2 Fortroc /JC/-20 d0 2.75 8-10 Feet 3 Fortroc 5520 d0 4.5 4 Fortrw /30-10 80 6.25 5 Fwt= 55/JU-20 80 80 1 Fortroc MIJO-20 100 1.0 2 Fortroc 55/30-20 1Q0 275 3 Fortroc 56 30-20 100 4.5 10-12 feet 4 Fortroc /30-20 100 6.25 5 Fortroc 5S/30-20 100 d0 6 Fortroc 5 /30-20 100 9.75 7 Fortroc 55/30-20 140 11.50 SCOPE 2.I(H' V) MA COMPACTED STRUCTURAL FILL SWALE FOR SURFACE ORA/NAGE CONTROL FIRM UNDISTURBED J KEYWAY 18 SGL TO HE 0?117ED BY SOL ENGINEER I I M KEYWAY SHOULD BE 9CPED DOW TOWARDS THE FACE BEING PR07ECIED 0 3 IN. MIN LAYER / GRAVEL BEDDING 4 IN. MIN/MUM DIAMEIER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN GRAVEL N07E CONTRACTOR IS REQUIRED To HAYS THE CITY OF UNDERGROUND LOCATOR SERVICE AUBURN STANDARD N07ES AND STANDARD DETAILS CALL BEFORE YOU DIG.I ANO S'E5IfICA77LWS AVAILABLE ON JOB S7F WHENEVER CONSTRUC71OW IS /N PROGRESS 1-800-424-5555 RECORD DRAWING CER77RCA776N THESE DRAWINGS aWFORM TO THE 00117RAC70RS CCWSTRUCAOV RECOUDS R)- DA 7F. 77RE/POS77NIN.- CONFIRMED BY CITY �ilri•r� PROJECT REF.- GRA 04-0009 77AESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CYTY OF AUBURNS ENGINEERING DINSON REQUIREMENTS APPROVED BY' f lg w S DATE APPROlEO: R v Z n tt a m h > a n , W Z v h C9 w m Z ^ m v Z Z Z C9 � L7 w O Z _ � w O w z V� Z w W a AI k J � � v -lK w �i > R ZZ e U 3 it Q w K a V o n ❑ Q los SHEETI OF PROJECT NUMBER £E -1 7 SEC.6, TWP. 20 N., RGE. 5 E., W.M. F/L TER FABRIC FENCE ALONG PROPERTY LINE (Typ)� SEE sEC77M SHEET 022 D -7 ROCK CHECK DAM AT 100' 0.0 sNHLE (TYP")- '� /9 FNO %" REBAR W/RE0 J PLASTIC CAP "APEX 18902" (LEANING) sra E INLET F/L 7ER SUMP (TYP") REAI1�QPfEO S] FILL R6QQRY I PVC w IF 561.5 If 55A4 1 GRADING & EROSION P. M 1 558.6 CONTROL NOTES 24"N 549.56 24"S 549.46 T2 CB (AOL7/AON41 NOTES GN SHEET C7.03) W-615-95 - (COULD EN) NOT �6j T. NO UNCOWRp1E0 SURFACE WATER SHALL B£ ALLONED TO 55 D/SYWARGE FRAM THE -97E DURING CCWS7RUCD6V. SSMH 558.5 2 NO RUNOFF .£PALL BE ALLONED 70 DRAIN 70 DX' PRA°OSM Z RIM_ T2 CB _..._ CTR CH 546.72 CONVEYANCE SYSTEM UNRL APPROVED BY THE CITY OF AUBURN _ RIM 556.6 J. C0V7RAC7OR SHALL COMPLY WTH THE APPROVED ERG-90V 5 15"NE 551.01 C'OWROL PLANS AND INSTALL A00/DANAL fR09GW CWMa 15"SW 550,94 MEASURES AS A£CES9'511TED BY FIELD CONDIT16VS TO ENSURE NO LWCOVTRIXLED SURFACE WATER LEA lE5 7H£ .97E AAO 70 .7 LAWT DX' AAC AT OF &=W TI 15"NE 552,08 E ER09M COVMa MEASURES SHALL NOT � REMOVED (ANVIL .97E --� t5'Sw 551.90 �,� E .� ; IS STABX2E0 AND ONLY WEN ALLONED BY 777E CITY OF ACC RIM .4 _ "�'�C_''_'"-==ac�.�,--•_. 12"N,S 554.39 RIM 560. _'•' �]/!��'` 15"W 553.12_ 11 CB ---" -�'= =- -_., 15"E 553.18 .___... -- �_-- GRADING & EROSION CONTROL 2s,15w \ CONSTRUCTION SEQUENCE 120 9/0 1. INSTALL CMSTYUCTUV EN7RANLY-AND PER1Mf7ER I 7ER FEW 2 PROD AVIERW CA7DY BASW PR07ECRCW FAR ALL EX57M == »• ORANVACF S7]%/C7(A4ES ADJACENT TO SIZE "~',�I, i✓a�'!"'-a-y j - -- -- - -- �'''�~ --.'" + \ 3 COMMENCE PHASE T -77E GRADING. MAINTAIN EA7577NO MDNNT POW l t I--�-.._-b-_..,,_ _._--- 7 m-" -"""�� •� \� 4 GWADE (RU) EXS17NC SEDIMENT POND. CON57AVCT NEW MM NT 1 FF ssz5 i { -4 ' �"`�--�"""� f� + POND AND AS50aATED FACIL177ES AS SHONN 6V VMS .9/EET. 4'X4" BLUE \ 5 INSTALL INIERL£PTCR SWALES AND TEMPORARY CUL 1ER75 TD `--- -'� ' �`-�T-"'..."'"` -•""' �` DIRECT DRAXAZ 70 SEDIMENT POND. D 6 GRAD£ ,97E PL7P APPROVED GRADING PLAN FF56d! 564J' j CITY AiAY REOt/W N 4mALLA 1( ' ? ` OF A WHEEL WASH W7N AN " 1, i T w RUN AF/T BEFdRE /NG - a '� RIM 5548 RIM 55 / r u v � 4`{ 24•Nw,sE4i a � LL � r a ``I : t , I I i { _ I i _ -_ _ _✓`�".". - E-W 545.43 t 'n •_,.,, i t f _ _ _ _.. /'J� t 5a37 c off L I � 3 � --"" W POST y m Z X 10IRE LEFT(A 7 DAY$ (ACT. 1 --r - __ mil___ ( - - �` •, , 4 Fr�s6",., _... t,_iI �� --j _, �t5531I F- r, 1 1 {�'" FF 5S1.E Ff55ZB 4 /l FT' 555J --. 4°X4'�/ / PO; J f� T ' I 4 S 4 4 24 4 /T. T2 CB N 54 YI 5.`,4. -- ! 24"S a vi - z a I a I z Iwu LEGEND ° O W T2 CB is"sE FlL TER FABRIC FENCE x-x-x W � ? 12"E5' INTERCEPTOR SWALE - W V BOX ROCK -LINED SWALE E CONSTRUCTION ACCESS aim LIMITS OF CLEARING ROCK CHECK DAM INLET FIL TER m �_�_ � -•-_-( (-"-- r t' i"", 9 _ - ' I ', ' ..- -.-✓- - _ ._+ l _ 1.76 II _ I, �..... ,.l - 11c ... a^SE-NW FF ,x;;. CB j I �� ' 528.7 CTR C�NL ~2 % 41"ORhIN" / + 4-7 i 1 i , 1 N ✓~ .. I 5.S t. 55 RIZ E5 5,5&40! ,. __y . l 1 , i I ttt .... 11•W 538.3.37 1 X4 BL UST JB RIM 537 .4 36"W 5.3 .04 8"NW,NES SSMH 1 2f E "0.12 CTR CH 522.07 RIM 548.3 1 �--- 15 5 531.91 �y 7�p may/. 815,E--N �53y1.7�9 8"SW.NE 9 �- - FX I FART/I 519.8 CTR CHNL 1 ' (AUVIC REV ENSIM CTR CIi 512,53 - -A Finn IS ato) / ----- PHASE 2.-PHASE 1.• EXISANG POND afAMIVIG UNITS (7W.) SEDIMENT POND TO REMAIN /N PLACE (T1'P) -� RIM 531.6 REAVFAPCED 57RUC7URAL 36"W 524.46 FILL ROCIERY BOTTOM EL. 545.0 DURING INIAAL FILLING 36"E 523.89 S ANOPlPE./E Sorg OPEWONS-AND FAS --- ---- �'� �- MAX. W.S. EL. 549.0 LONG AS /5 PRACTICAL, NOTE GE07ECHNICAL ENGINEER TO INSPECT PHASE 2 POND _ BERM EL. 550.0 UNRL SUCH AME AS IT AF7TR PLACEMENT OF FILL FOR RECOMMENDATIONS ON BECOMES NECESSARY TO THE NEED FOR LINER OR 07HER CONCERNS. COMPLETE 7HE FILLING OF THIS AREA. SCALE-: 1 " = 40' 0 20 40 80 RECORD DRAIWNG CER77RCA DON THESE DRAIWNGS CONFORM 70 THE CONTRACTORS CONSTRUC17ON RECORDS a Y.' DA 7F' 777LEIPOSI 770N: CONFIRMED BY CITY DA 7E' S Mr ry/�r PROJECT REF." GRA 04-0009 THESE PLANS ARE APPROVED FOR CONFORAfANLF NI7H THE CITY OF AUBURN'5 ENGWEER/NG OMS/ON Rf-OUIREME1175. APPROVED BY J A DATE APPROVED: SJ3z4y J JoLc) Np V rn 0 ~ Lu Z V6-h3 o WSW R1 W � i Y +O ! ~ y 2a eU J CS 0 e 3 °� rk In a a a 0 0 a SH NUMBER C201 SHEET OF ar 1 7 PROJECT NUMBER 031M o5D 1 31 .btu. b, 1 wr. zu rv, irvt. a t., w, in. 47�✓/*94cr PRO.ECT REF.- GRA 04-0009 PffE PUNS ARE APPRO�ED FCR CONFORWACL WH D#' aTY 6F AOURK5 ENGINEERING DI05/0N REOU EOW7S APPROWD BY DA7£ APPROIED R z_ n oo ' #ah > y N Q K OO 0 K 3 z v � v h z N Q-h -me - z z a a Z C9 h w 0 z ozW W Z V0 Z W ZZ O � V ~ W �W Q U O m � N C� Ci >W W > Q Q a w a 0 o a a SHEET 1OF 5 7 PROJECT NUMBER 03103 osm A SEC.6, TWP. 20 N., RGE. 5E., W.M. T Z a � K P f� z � c� m h m Z Q m m h ; — z z a a Z Lu � Z w w Z Z W PROJECT REF:' CRD 04-0009 7HEff PLANS ARE AP°ROWD FCW COWZMAACF W N PC OTY Lip AMWhWVS fVOWEERIWG DIW9W REWREMEN7S APPROVED Sr Ldn, DATE APPROVED: 3' W Q a a V a w x n- o o ❑ a SHEET OF 6 7 PROJECT NUMBER 03103 O N Ta, 7:�dMM03\Gn,dirM03103002.dwg, 5/12/20041:28: 05 PM, MP potterpr3 I I I I I I I I� ofil� h �14 I I I I I I I I _ I ��4 I 4� N I I H�LSSyyt 81g I I 472J7 f I I 1 I I f�r t J t I f DRIVESE 0 I I DATE APRIL 2004 0 V m rrl DESIGNED G.R.S rDRAWN L.GIM6H7 Z ; APPROVED GR.S Z s m V m GARY R. SHARN "A HORIZONTAL CONTROL PLAN WATFRS TONE WA TERSTONE //, L. L. C. P.E. 11624 S.E. 5TH ST.. SUITE 200 BELLEIVUE, WASHINGTON 98005 11-0� `Co/m V DESIGN ENGINEERING 74711 NE 29th Place, #101 Bellevue, Washington 98007 425.885.7877 Fax 425.B85.7963 PLANNING • SURVEYING 5-12-04 a