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HomeMy WebLinkAboutIvy Street Waterlinegot 851 W W WI W IWIIb O F W U WATER MAIN PLAN NO 3 SCALE: 1' -10' 3 O W m W a c O W 3 O s OENERAL NOTE. 1. CONTRACTOR SHALL F STRFCT CCNSIR%=ON ACTIMM TO THE UMNTS OF THE 20' EASEMENT ON PRIVATE PROPERTY. THE CONTRACTOR WIL BE PERMITTED OUTSIDE OF THE EASEMENT ONLY TO INSTALL THE NEW 18-WCH CULVERT. NO OTHER ACTiNTES OIL BE PERWTTED OUTSDE THE 20' EASEMENT. 2. ALL COHLSIRIICTION VONCLES AND EOIAPMENT WILL BEREQUOUTOKWASHED CONSTWCT1CN STE PRIOR TO ENIERMC THE 3. ALL WATER MAML AND RrINGS SHALL EE RESiRA04W. . CONSTRUCTION NOTES$ 0 CONTRACTOR SHALL POTHOLE AND FIELD VERIFY LOCATION/ ALK MIG "NT/ELEVATION OF EAS UTUTY PRIOR TO COHISTRUCTIOH. O2 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS. TO PROTECT EXISTLNG 1REE( QOM DAMAGE DURMIGCONSTRUCROLTHECONTRASHALLHAND TUNNEL THROUGH TM ROOTS ON ALL CONFER TREES r DEAMETER OR LARGER. NO MACHINE EXCAVATION Q TYPE I WATER .SERVICE PER DUAL ON SHEET 7. O TYPE I WATER SERVICE PER DETAIL ON SHEET 7. 0 CONTRACTOR SHALL REPLACE EXST1NG FU CE IN $ONO. CONTRACTOR SHALL PROVIDE ORANGE CMSTWC71ON FENCING ALONG BOTH SIDES OF THE 20' EASOAENT. CONTRACTOR SHALL REMOVE AND WASIEHAUL DaSTING FIRE HYDRANT AND HYDRANT VALVE BOX FILL IN HOLE, GRAVEL TO MATCH EIDSTWG LANDSCAPING.. O CONTRACTOR SHALL NOT MAKE CONNECTION TO THEE70S11NGSYSTEMUNTLASUCCESSFULPURITYAND PRESSURE TEST OF THE FEW SYSTEM HAS KEN WHTNESSID BY THE OWNER. egg O Z SSR a 0 vs a it 0 Wa 4p 0 3 o0NW p 2 M1g9 PARCEL NO. i 001043027 ZV m 12' 01 JQ 0.. W < y BEND L O W W lur w 91 2 O 5 8818'48" E « 555.12' 0I PARCEL NO. 001092004 CITY OF PORT TOWtWV) q PARCEL No 001092001 i ltp , r DL It 1 4 BEND, 1 s tr,SPOOL,(PE>fPE 3 MATCH UNE STA 17 +50, SE SHEET 5 WATER MAIN PLAN NO 4 SOUL. t• -1a . 3 O W m W a c O W 3 O s OENERAL NOTE. 1. CONTRACTOR SHALL F STRFCT CCNSIR%=ON ACTIMM TO THE UMNTS OF THE 20' EASEMENT ON PRIVATE PROPERTY. THE CONTRACTOR WIL BE PERMITTED OUTSIDE OF THE EASEMENT ONLY TO INSTALL THE NEW 18-WCH CULVERT. NO OTHER ACTiNTES OIL BE PERWTTED OUTSDE THE 20' EASEMENT. 2. ALL COHLSIRIICTION VONCLES AND EOIAPMENT WILL BEREQUOUTOKWASHED CONSTWCT1CN STE PRIOR TO ENIERMC THE 3. ALL WATER MAML AND RrINGS SHALL EE RESiRA04W. . CONSTRUCTION NOTES$ 0 CONTRACTOR SHALL POTHOLE AND FIELD VERIFY LOCATION/ ALK MIG "NT/ELEVATION OF EAS UTUTY PRIOR TO COHISTRUCTIOH. O2 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS. TO PROTECT EXISTLNG 1REE( QOM DAMAGE DURMIGCONSTRUCROLTHECONTRASHALLHAND TUNNEL THROUGH TM ROOTS ON ALL CONFER TREES r DEAMETER OR LARGER. NO MACHINE EXCAVATION Q TYPE I WATER .SERVICE PER DUAL ON SHEET 7. O TYPE I WATER SERVICE PER DETAIL ON SHEET 7. 0 CONTRACTOR SHALL REPLACE EXST1NG FU CE IN $ONO. CONTRACTOR SHALL PROVIDE ORANGE CMSTWC71ON FENCING ALONG BOTH SIDES OF THE 20' EASOAENT. CONTRACTOR SHALL REMOVE AND WASIEHAUL DaSTING FIRE HYDRANT AND HYDRANT VALVE BOX FILL IN HOLE, GRAVEL TO MATCH EIDSTWG LANDSCAPING.. O CONTRACTOR SHALL NOT MAKE CONNECTION TO THEE70S11NGSYSTEMUNTLASUCCESSFULPURITYAND PRESSURE TEST OF THE FEW SYSTEM HAS KEN WHTNESSID BY THE OWNER. egg O Z SSR a 0 vs a it 0 Wa Wp 0 3 o0NW p Z OC z ZV IErE- _ 0.. W < 3 . RIGHT -0F -WAY DISCLAIMER O I Q a y W Mr an"Q. O ai ceb° ( amolland. w ', 21stwwirny.0 baton wd n My F - V sHEET: 4 OR 8 TWD INCHES AT FRNL SCALE JOB NO: 0208 F NOT, SCALE ACCOROMNCLY DM WW- PLAN2.DWC IVY WATER I Te m r . 9 Si V g- 4 z N MATCH UNE STA 12#00, SEE ABOVE 8 1 / _ 1, ogr f 01 I z I ,r' P if 1 J I Ile- I t 1 1 k i J Ile T . Irma' { 13 a _ ab u L C Zm mm 0 O OOOO O O Fs -. 1 i AN s I q _ g fi 0 It CMS pFNTY TOWNS wM IVY STREET HIGH ZONE 02 fd WATER MAIN CONNECTION WATER MAIN PLAN NO. 1 AND 2 END OF WATER MAIN CONSTRUCTION REy150N i I MATCH UNE STA 12#00, SEE BELOW DATE: AUG 2004 DRAWN: S.I.B. r . 9 cHEdc S LS 00 : gppROVED: D.J.U. Ile- I t 1 1 k i J Ile T . Irma' { 13 a _ ab u L C Zm mm 0 O OOOO O O Fs -. 1 i AN s I q _ g fi 0 It CMS pFNTY TOWNS wM IVY STREET HIGH ZONE 02 fd WATER MAIN CONNECTION WATER MAIN PLAN NO. 1 AND 2 END OF WATER MAIN CONSTRUCTION REy150N i I MATCH UNE STA 12#00, SEE BELOW DATE: AUG 2004 DRAWN: S.I.B. 08f +y"' CONSULnN(; 9 cHEdc S LS NOR1R gu7t 200 WATTL4 NA9M 90100 •(tea gppROVED: D.J.U. 1. t f 1 7 0109X04 I T jr 1 t 1 I t r r 1 I MATCH UHE STA 17.50, SEE SHEET 4 re-0 L 1 j PARCEL No. 1082004 CITY OF PORT TOMTISEND) w 4,00 r I w oil Oegg . z J < PARCEL NO. 001013027 7rO% / I''' mo/ I .•`( OiRCONTRACTORSHALLOMIT TO MA 9ANCE Tan aRO EE t. TO MAIOMUM KITH OF 20 FEET: k O II' Irr t GENERAL NOTES • i.' I f' I1 r 1. CONTRACTOR SHAH. RESTRICT CONSIRUCTICN ACTIVITIES. TO \ THE LIMITS OF THE 20' EASEMENT oN PRrvATE PROPERTY. THE CONTRACTOR WILL BE PERMITTED OUTSIDE OF TFIEEASEMENTONLY10INSTALLTHENEW18 -INaI GILVERT. No OTHER AcnvltlES WILL BE PERMITTED OUTSIDE THE /+ , \ Jl y (,C / 20' EASEMENT. 2 ALL CONSTRUCTION VEHIa.ES AND EOINPMF?IT WILL 4 72 PVC` OoNST CMOON 9TE PRIOR TD ENTERING THE s. •.•'' '' 1NV. Ei. _ .SlTom,,_ ' 4 >w t p03. ALL WATER MAIN AND M INGS SHALL BE RFSiRAp1ED. \ "o . . \ iy -" CONSTRUCTION NeT1E 0 UCOF r LOCATION/ D as TION G Un PRIOR O2 CONTRACTOR SHALL TAKE ALL. NECESSARY PRECAUTIONSTOPROTECT "WING TREES) FROM DAMAGE MIRING THROUGH TtE2 ROOTS ON ALL COMNFER 7REESI" NO MACHINE E%CAVAn0N 0 TYPE I WATER SERVICE PER DETAIL ON SHEET 7. O TYPE I WATER SERVICE PER DUAL ON SHEET 7. CONTRACTOR SHALL REPLACE DaSTm FENCE IN KIND. CONTRACTOR SHALL PRONDE'ORANGE CONSTmxmONFENCINGALONG80THSIDESOFTHE20' EASEMENT. O FIRE HYDRANT MAID HYDRANTAND BtFILLM {SOLE, GRAVEL TO MATCH E7GSTINC LANDSCAPING._ O CONTRACTOR SHALL NOT MAKE CONNMIM To 7HEOOSnNCSYSTEMUNTILAWCCESSFILKNMANDPRI3SIRELESTOFTHENEWSYSTEMHASBEENNITNESSEDBYTHEOWNER, 4 b y4 EXISTING 5. v.c RESERVOIR Ci 1 EDGE LINE r- OQ REMOVE E)WNG Ir BLIND 1 -irx1r d REDUCER (P1.16AJ) 1 -tr 0A7E VALVE (M"42-ir SPOOL (PEKE) 1 -ir tr DI 45' BEND (MMAJ,' WATER VAULT 'M 450' W4 r 1 1 eAC WATER lIAINTMS 0 vIDEG N 6. CLEARANCE ENCASE a • OSSINGS wnH COP BIGHT-OF-WAY DI8 lu o STTANDSPIPE nelePO, Waca I0°°d0" end a o WATER MAIN PLAN NO 6 ° 1• r SCALE: 1X10' IT SCALEAT/yCCpRpIHGLSCYAIE Ga U. o 3 Nz °: Q Z 0 p d o~c W z W< iL Q IL 9Q W 11- 3 H 3 V I SNIFFY. 8 I