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Abandonment of Reservoir 9-1, 9-2 and Pump Station PS-11$$$$DATE$$$$$$$$USER$$$$$$$$PLOT_INFO$$$$PROJECT NO.LAST SAVED BY:FILE NAME: G 0 1 1 20095700G01.dwg JJacobsen200957-100000 ® 2 0 0 9 5 7 D R A W I N G N O . J O B N O . S H E E T N O . O F 1 8 C I T Y O F T I G A R D O C T O B E R 2 0 2 2 I N D E X O F D R A W I N G S L O C A T I O N M A P V I C I N I T Y M A P ABAND O N M E N T O F R E S E R V O I R 9 - 1 , 9-2 A N D P U M P S T A T I O N P S - 1 1 1 0 1 1 1 2 1 3 5 6 7 8 9 1234 ABCDEFG 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F G C O N T R A C T D O C U M E N T S 116 2 5 S W 6 6 T H A V E , PO R T L A N D , O R 9 7 2 2 3 (TA N K S A R E A C R O S S TH E S T R E E T ) 75 8 5 S W H U N Z I K E R S T , TI G A R D , O R 9 7 2 2 3 (P U M P S T A T I O N I S J U S T T O T H E E A S T O F T H I S P R O P E R T Y ) P A C I F I C H W Y W B E A V E R T O N T I G A R D H W Y ROUTE 5 G E N E R A L 0 0 G 0 1 C O V E R 0 0 G 0 2 C I V I L N O T E S A N D A B B R E V I A T I O N S 0 0 G 0 3 G E N E R A L C I V I L L E G E N D A N D S Y M B O L S C I V I L 0 0 C 0 1 S I T E P L A N - R E S E R V I O R S 9 - 1 A N D 9 - 2 0 0 C 0 2 D E M O L I T I O N P L A N - S W B A Y L O R S T R E E T 0 0 C 0 3 D E M O L I T I O N S E C T I O N S - S W B A Y L O R S T R E E T 0 0 C 0 4 S I T E P L A N - H U N Z I K E R P U M P S T A T I O N 0 0 C 0 5 D E M O L I T I O N P L A N - H U N Z I K E R P U M P S T A T I O N 0 0 C 0 6 D E M O L I T I O N D E T A I L S - H U N Z I K E R P U M P S T A T I O N 0 0 C 0 7 E R O S I O N C O N T R O L N O T E S 0 0 C 0 8 E R O S I O N C O N T R O L D E T A I L S - 1 0 0 C 0 9 E R O S I O N C O N T R O L D E T A I L S - 2 0 0 C 1 0 C O T S T A N D A R D D E T A I L S 0 0 C 1 1 T V W D S T A N D A R D D E T A I L S 0 0 T C 0 1 O D O T S T A N D A R D D E T A I L S - 1 0 0 T C 0 2 O D O T S T A N D A R D D E T A I L S - 2 0 0 T C 0 3 O D O T S T A N D A R D D E T A I L S - 3 0 0 T C 0 4 O D O T S T A N D A R D D E T A I L S - 4 7 5 8 5 S W H U N Z I K E R S T , T I G A R D , O R 9 7 2 2 3 ( P U M P S T A T I O N I S J U S T T O T H E E A S T O F T H I S P R O P E R T Y ) 1 1 6 2 5 S W 6 6 T H A V E , P O R T L A N D , O R 9 7 2 2 3 ( T A N K S A R E A C R O S S T H E S T R E E T ) V O L U M E 2 O F 2 TigardRECORD DOCUMENTSTHESE RECORD DOCUMENTS HAVE BEENPREPARED BASED IN PART ON INFORMATIO N PROVIDED BY OTHERS, AND IN ACCORDANCE W I T H ENGINEER'S CONTRACTUAL SCOPE OF SERVI C E S . THESE RECORD DOCUMENTS WERE PREPARED O N L Y FOR THE PROJECT AND SITE SPECIFICALLY IDEN T I F I E D HEREON AND ARE NOT TO BE USED ELSEWHE R E . ENGINEER'S NAME:DATE: * * O R I G I N A L S E A L E D B Y C O R I A N N E I . B U R N E T T 1 1 / 0 9 / 2 2 O R 8 0 6 0 3 * * PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM G 0 2 2 G E N E R A L C I V I L N O T E S A N D A B B R E V I A T I O N S 20095700G02.dwg JDiDonato200957-100000 N O T E S A B B R E V I A T I O N S Plot Date: 8/2/2023 11:36:12 AMPlot Date: 8/2/2023 11:36:12 AM S U R V E Y N O T E S : A R E A S S U R V E Y E D B Y D A V I D E V A N S A N D A S S O C I A T E S , I N C . D A V I D E V A N S A N D A S S O C I A T E S , I N C . S U R V E Y N O T E S : 1 . U T I L I T Y L O C A T I O N S S H O W N A R E P E R F I E L D L O C A T E D U T I L I T Y P A I N T M A R K S & R E F E R E N C E M A P S M A D E A V A I L A B L E B Y T H E V A R I O U S U T I L I T Y P R O V I D E R S . U N L E S S I N D I C A T E D , D E P T H O F U T I L I T Y L I N E S A R E N O T A V A I L A B L E . A L L U T I L I T Y L O C A T I O N S S H O U L D B E F I E L D V E R I F I E D ( P O T H O L E D ) P R I O R T O C O N S T R U C T I O N . 2 . H O R I Z O N T A L D A T U M I S T H E O R E G O N C O O R D I N A T E S Y S T E M , P O R T L A N D Z O N E , N A D 8 3 ( 2 0 1 1 ) , E P O C H 2 0 1 0 . 0 0 . V E R T I C A L D A T U M I S T H E W A S H I N G T O N C O U N T Y V E R T I C A L D A T U M B A S E D O N G P S O B S E R V A T I O N O F B E N M A R K # 4 1 . C O N T O U R I N T E R V A L I S 1 F O O T . 3 . F I E L D S U R V E Y E D M A R C H 2 5 , 2 0 2 2 . 4 . C O N T O U R S A R E A T 1 ' I N T E R V A L S . P R O J E C T C O N T A C T S : O W N E R / E N G I N E E R C A B L E / T E L E C O M C A B L E / T E L E C O M C I T Y O F T I G A R D C O M C A S T C E N T U R Y L I N K ( L O C A L ) 8 7 7 7 S W B U R N H A M S T R E E T 1 1 3 0 8 S W 6 8 T H P A R K W A Y 8 0 2 1 S W C A P I T O L H I L L R O A D T I G A R D , O R 9 7 2 2 3 T I G A R D , O R 9 7 2 2 3 P O R T L A N D , O R 9 7 2 1 9 T E L : 5 0 3 - 5 0 2 - 8 8 7 6 T E L : 9 7 1 - 8 0 1 - 5 7 8 7 T E L : 5 0 3 - 2 4 2 - 4 1 4 4 C O N T A C T : R O S S H O R T O N , P . E . C O N T A C T : V A N M E S P L A Y C O N T A C T : S C O T T M I L L E R D E S I G N E N G I N E E R P O W E R W A T E R , S E W E R , S T O R M : C A R O L L O E N G I N E E R S , I N C P O R T L A N D G E N E R A L E L E C T R I C T U A L A T I N V A L L E Y W A T E R D I S T R I C T 7 0 7 S W W A S H I N G T O N S T R E E T # 5 0 0 2 2 1 3 S W 1 5 3 R D D R I V E 1 8 5 0 S W 1 7 0 T H A V E N U E P O R T L A N D , O R 9 7 2 0 5 B E A V E R T O N , O R 9 7 0 0 3 B E A V E R T O N , O R 9 7 0 0 3 T E L : 5 0 3 - 2 9 0 - 2 8 1 4 T E L : 5 0 3 - 6 7 2 - 5 4 0 7 T E L : 9 7 1 - 2 7 7 - 8 8 1 3 C O N T A C T : H . W A Y N E G R E S H , P . E . C O N T A C T : J E R E M Y B O T S F O R D C O N T A C T : R Y A N S M I T H G A S W A T E R , S E W E R , S T O R M : W A T E R , S E W E R , S T O R M : N W N A T U R A L C I T Y O F T I G A R D C L E A N W A T E R S E R V I C E S 2 0 2 8 5 S W C I P O L E R O A D 8 7 7 7 S W B U R N H A M S T R E E T 2 0 2 5 S W M E R L O C T . S H E R W O O D , O R 9 7 1 4 0 T I G A R D , O R 9 7 2 2 3 B E A V E R T O N , O R 9 7 0 0 3 T E L : 5 0 3 - 2 2 6 - 4 2 1 1 E X T 2 9 6 7 T E L : 5 0 3 - 7 0 2 - 0 7 8 0 T E L : 5 0 3 - 6 8 1 - 5 1 0 0 C O N T A C T : R I C H G I R A R D C O N T A C T : A A R O N B E A T T I E G E N E R A L N O T E S : ABCD FGHIJLMNOPRSTUVWQXYDELTA, DEFLECTION ANGLE,OR CENTRAL ANGLE#NUMBER (REBAR Ø)@AT (MEASUREMENT)+/-PLUS/MINUSABCAGGREGATE BASE COURSEABNDABANDONEDAC ASPHALTIC CONCRETEACIAMERICAN CONCRETE INSTITUTEACP ASBESTOS CEMENT PIPEADDLADDITIONALADJADJACENT, ADJUST(ABLE)ALALUMINUMAPPROXAPPROXIMATE(LY)ARVAIR RELEASE VALVEASSYASSEMBLYASTMAMERICAN SOCIETY FORTESTING AND MATERIALSAVGAVERAGEAVVAIR AND VACUUM VALVEBC BEGIN CURBBFBLIND FLANGEBFPBACK FLOW PREVENTERBFV BUTTERFLY VALVEBHBOREHOLEBLDGBUILDINGBMBENCH MARKBO BLOW OFFBOCBACK OF CURBBOPBOTTOM OF PIPEBOTBOTTOMBVBALL VALVEBVCBEGINNING OF VERTICAL CURVEBYPBYPASSCATV CABLE TVCAVCOMBINATION AIR VALVECBCATCH BASINCCCENTER OF CURVATURE,CENTER TO CENTER,CONCRETE CURBCDTCONDUITCFCUBIC FEETCFMCUBIC FOOT PER MINUTECFSCUBIC FEET PER SECONDCI CAST IRONCIPCAST IRON PIPECIPP CURED IN PLACE PIPECJCONSTRUCTION JOINTCLCENTER LINECLKCHAIN LINKCLR CLEAR / CLEARANCECLSM CONTROL LOW STRENGTH MATERIALCMLCCEMENT MORTAR LINED AND COATEDCMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITCO CLEANOUTCONC CONCRETECONNCONNECT, CONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUS ORCONTINUATION OR (D)COORDCOORDINATECPCONTROL POINTCPLGCOUPLINGCSPCORRUGATED STEEL PIPECTJCONTROL JOINTCTLCONTROLCTRCENTER, CENTEREDCUCUBICCULVCULVERTCYCUBIC YARDDDRAIN, DEPTHD/W DRIVEWAY APRONDEG or ° DEGREEDEMODEMOLISH, DEMOLITIONDET DETAILDI DROP INLETDIA or ØDIAMETERDIFF DIFFERENCEDIMDIMENSIONDIPDUCTILE IRON PIPEDISTDISTANCEDR DRIVE, DRAINDWG(S)DRAWING(S)EELECTRICAL, EASTEAEACHECEND OF CURBECCECCENTRIC REDUCEREGEXISTING GROUNDELELEVATIONELLELBOWELECELECTRICALEMHELECTRICAL MANHOLEEOPEND OF PIPEEP EDGE OF PAVEMENTEQEQUALEQUIPEQUIPMENTESEACH SIDEESCESMTEASEMENTEVCEND OF VERTICAL CURVEEWEACH WAYEX/EXISTEXISTINGEXPEXPANSIONEXTEXTERIOR FCFLEXIBLE COUPLINGFCAFLANGE COUPLING ADAPTERFFFINISHED FLOORFGFINISHED GRADEFHFIRE HYDRANTFINFINISHFLFLOOR, FLOW LINEFLEXFLEXIBLEFLGFLANGE(D)FMFORCE MAINFNDFOUNDATIONFOFIBER OPTICFOBFLAT ON BOTTOMFOCFACE OF CURBFOTFLAT ON TOPFPMFEET PER MINUTEFSFIRE SERVICESFSPFABRICATED STEEL PIPEFT or ' FOOT, FEETFTGFOOTINGGGAS, GUTTERGAGAUGEGALGALLONSGALVGALVANIZE(D)GBGRADE BREAKGCGROOVED COUPLINGGENGENERAL, GENERATORGMGAS METERGNDGROUNDGPDGALLONS PER DAYGPMGALLONS PER MINUTEGRGRADEGRTGGRATINGGSPGALVANIZED STEEL PIPEGVGATE VALVEHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHPGMHIGH PRESSURE GAS MAINHWHEADWALL, HOT WATERHWLHIGH WATER LEVELHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONIN or " INCHESINCLINCLUDE, INCLUDINGINSTRINSTRUMENTATIONINV INVERTIPIRON PIPEIRRIRRIGATIONJTJOINTLLENGTHLATLATERAL, LATITUDELB(S) POUND(S)LFLINEAL FEETLHLEFT HANDLONGLONGITUDINALLPLOW POINTLTLEFTLWLLOW WATER LEVELMATLMATERIALMAX MAXIMUMMECHMECHANICALMFRMANUFACTURERMGDMILLION GALLONS PER DAYMH MANHOLEMIN MINIMUMMISCMISCELLANOUSMJ MECHANICAL JOINTMONMONUMENTMUTCDNNORTH, NORTHINGNANOT APPLICABLENENORTHEASTNGNATURAL GASNICNOT IN CONTRACTNO OR #NUMBERNOMNOMINALNW NORTHWESTO.F.OUTSIDE FACEOC ON CENTERODOUTSIDE DIAMETER,OUTSIDE DIMENSIONOHE OVERHEAD ELECTRICPBPULLBOXPCPOINT OF CURVATUREPCCPOINT OF COMPOUND CURVEPERPPERPENDICULARPH POTHOLEPI POINT OF INTERSECTIONPLPLATE, PROPERTY LINEPOB POINT OF BEGINNINGPPPOWER POLEPRCPOINT OF REVERSE CURVATURE PROPPROPERTYPL PROPERTY LINEPSIPOUNDS PER SQU A R E I N C H PTPOINT, POINT OF T A N G E N C Y PV PLUG VALVEPVCPOINT OF VERTIC A L CURVATUREPVC POLYVINYL CHLO R I D E PVIPOINT OF VERTIC A L INTERSECTIONPVMT PAVEMENTPVTPOINT OF VERTIC A L T A N G E N C Y QTYQUANTITYRRADIUSRADRADIALRCBREINFORCED CON C R E T E B O X CULVERTRCPREINFORCED CON C R E T E P I P E REDREDUCERREFREFERENCEREINFREINFORCE(D)(IN G ) ( M E N T ) REQ'DREQUIREDREV REVISIONRFCARESTRAINED FLEX C O U P L I N G ADAPTERRHRIGHT HANDROWRIGHT OF WAYRR RAILROADRTRIGHTSSLOPE, SOUTHSCHSCHEDULESDSTORM DRAINSDDI STORM DRAIN DR O P I N L E T SDMH STORM DRAIN MA N H O L E SESOUTHEASTSECTSECTIONSHLDSHOULDERSHTSHEETSIMSIMILARSLSLOPESPEC(S)SPECIFICATION(S)SQSQUARESSSANITARY SEWERSSCO SANITARY SEWER C L E A N O U T SSMHSANITARY SEWER M A N H O L E SST STAINLESS STEELST STREETSTASTATIONSTD(S)STANDARD(S)STLSTEELSTRUCTSTRUCTURALSW SOUTHWESTSWK SIDEWALKSYMSYMMETRICALTB THRUST BLOCKTCTOP OF CURBTEL TELEPHONETOG TOP OF GRATINGTMHTELEPHONE MAN H O L E TOCTOP OF CONCRET E TOPTOP OF PIPETOW or TWTOP OF WALLTRDTREADTYP TYPICALUCUNDERCUTUGUNDERGROUNDUGEUNDERGROUND E L E C T R I C UNKNUNKNOWNUNOUNLESS NOTED O T H E R W I S E USA UNDERGROUND S E R V I C E ALERTUVUNKNOWN VALVEV VERTICAL, VALVEVARVARIESVBVALVE BOXVC VERTICAL CURVE,VICTAULIC COUPL E R VCP VITRIFIED CLAY PI P E VERTVERTICALVLT VAULTVPI VERTICAL POINT O F INTERSECTIONVZVERIZONWWATER, WIDTH O R W E S T W/WITHW/OWITHOUTWLWATER LEVELWM WATER METERWMHWATER MANHOLEWSWATER SURFACEWSPWELDED STEEL PI P E WSTPWATERSTOPWVWATER CONTROL V A L V E WWWASTEWATERXFMRTRANSFORMERYDYARD 1 . L O C A T I O N S O F E X I S T I N G U T I L I T I E S A R E B A S E D O N I N F O R M A T I O N S U P P L I E D B Y T H E U T I L I T I E S A N D C O N S I D E R E D A P P R O X I M A T E O N L Y . T H E C O N T R A C T O R S H A L L P O T H O L E A N D V E R I F Y L O C A T I O N S , E L E V A T I O N S , T Y P E S , A N D S I Z E S O F A L L E X I S T I N G U T I L I T I E S . 2 . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O P R O C U R E A L L A P P L I C A B L E P E R M I T S , L I C E N S E S , A N D C E R T I F I C A T E S R E L A T I V E T O T H E T R A D E S T O C O M P L E T E T H E P R O J E C T A N D F O R U S E O F S U C H W O R K W H E N C O M P L E T E D . C O M P L I A N C E S H A L L B E A T A L L L E V E L S , F E D E R A L , S T A T E , C O U N T Y , A N D L O C A L , R E L A T I N G T O T H E P E R F O R M A N C E O F T H I S W O R K . 3 . A L L M A T E R I A L S A N D W O R K S H A L L B E I N A C C O R D A N C E W I T H T H E C I T Y O F T I G A R D S T A N D A R D S , T H E C O N T R A C T D O C U M E N T S , A N D T H E 2 0 2 1 O D O T S T A N D A R D S P E C I F I C A T I O N S F O R C O N S T R U C T I O N . 4 . D O N O T R E M O V E T R E E S O R H E D G E S U N L E S S T H E Y H A V E B E E N P R E V I O U S L Y I D E N T I F I E D I N T H E F I E L D F O R R E M O V A L B Y E N G I N E E R . 5 . A L L D I S T U R B E D A R E A S S H A L L B E R E S T O R E D T O P R E E X I S T I N G C O N D I T I O N S , S E E S P E C I F I C A T I O N S E C T I O N X X X X X X X . 6 . S O M E V E G E T A T I O N O R S T R U C T U R E S N O T S H O W N O N T H E P L A N S M A Y E X I S T . T H E C O N T R A C T O R S H A L L F I E L D V E R I F Y R E S T O R A T I O N R E Q U I R E M E N T S . 7 . C O N T R A C T O R T O P R O V I D E " A S C O N S T R U C T E D " D R A W I N G S I N D I C A T I N G F I N A L L O C A T I O N A N D E L E V A T I O N , G R A D E , A L I G N M E N T , F I T T I N G S A N D M A T E R I A L S I N S T A L L E D O R E N C O U N T E R E D , A N D A L L O T H E R U T I L I T I E S O R O B S T A C L E S S H O W N O R N O T S H O W N O N T H E S E P L A N S . A S C O N S T R U C T E D D R A W I N G S S H A L L B E " R E D L I N E S " O F T H E D R A W I N G S . 8 . A T T H E E N D O F E A C H W O R K D A Y , A L L O P E N T R E N C H E S S H A L L B E B A C K F I L L E D O R C O V E R E D A N D S E C U R E D W I T H P L A T E S . A L L O P E N T R E N C H E S I N T R A F F I C A R E A S S H A L L B E B A C K F I L L E D A N D P A V E D W I T H T E M P O R A R Y A C P . 9 . T H E C O N T R A C T O R S H A L L P R O T E C T E X I S T I N G S U R V E Y M O N U M E N T S . N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y O F A N Y C O N F L I C T S W I T H T H E P R O P O S E D I M P R O V E M E N T S . C O N T R A C T O R S H A L L R E I M B U R S E T H E C I T Y F O R T H E C O S T T O R E P L A C E M O N U M E N T S T H A T A R E D A M A G E D B Y T H E C O N T R A C T O R ' S A C T I V I T I E S . S A I D C O S T S H A L L I N C L U D E A S S O C I A T E D R E C O R D O F S U R V E Y R E C O R D I N G F E E S . 1 0 . T H E C O N T R A C T O R S H A L L N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y O F A N Y D I S C R E P A N C I E S B E T W E E N F I E L D C O N D I T I O N S A N D T H E S E D R A W I N G S , P R I O R T O U N D E R T A K I N G A F F E C T E D W O R K . 1 1 . T H E C O N T R A C T O R S H A L L M A K E A L L N E C E S S A R Y A R R A N G E M E N T S T O C O N T A C T A F F E C T E D U T I L I T I E S A N D T H E C I T Y ' S P U B L I C W O R K S D E P A R T M E N T P R I O R T O S T A R T I N G C O N S T R U C T I O N ( 7 C A L E N D A R D A Y S M I N I M U M N O T I C E ) . 1 2 . A L L E X C A V A T I O N S S H A L L C O M P L Y W I T H O R S 7 5 7 . 5 4 2 T O 7 5 7 . 5 6 2 . 1 3 . T H E C O N T R A C T O R A L O N E S H A L L B E R E S P O N S I B L E F O R W O R K E R S A F E T Y . A L L E X C A V A T I O N S S H A L L B E C O N S T R U C T E D A N D S U P P O R T E D I N A C C O R D A N C E W I T H A L L A P P L I C A B L E S T A T E A N D F E D E R A L S T A N D A R D S . 1 4 . C O N T R A C T O R S H A L L N O T I F Y P R O P E R T Y O W N E R S A D J A C E N T T O W O R K A R E A S 1 0 B U S I N E S S D A Y S P R I O R T O C O M M E N C I N G W O R K I N E A C H A R E A . 1 5 . C O N S T R U C T I O N W O R K H O U R S : A . A N Y V A R I A T I O N S I N A L L O W A B L E W O R K D A Y S A N D H O U R S S H A L L B E S U B J E C T T O A P P R O V A L I N W R I T I N G B Y T H E E N G I N E E R . B . I N R E S I D E N T I A L Z O N E S , 7 : 0 0 A M - 6 : 0 0 P M M O N D A Y T H R O U G H F R I D A Y , A N D 8 : 0 0 A M - 6 : 0 0 P M S A T U R D A Y . C . I N N O N - R E S I D E N T I A L Z O N E S , 7 : 0 0 A M - 6 : 0 0 P M M O N D A Y T H R O U G H F R I D A Y , A N D 7 : 0 0 A M - 6 : 0 0 P M S A T U R D A Y . D . W O R K I S P R O H I B I T E D O N T H E H O L I D A Y S L I S T E D B E L O W , U N L E S S A P P R O V E D I N W R I T I N G B Y T H E E N G I N E E R : - N E W Y E A R ' S D A Y ( J A N U A R Y 1 ) - M E M O R I A L D A Y ( L A S T M O N D A Y O F M A Y ) - I N D E P E N D E N C E D A Y ( J U L Y 4 ) - L A B O R D A Y ( T H E F I R S T M O N D A Y I N S E P T E M B E R ) - T H A N K S G I V I N G D A Y A N D T H E F O L L O W I N G F R I D A Y A N D S A T U R D A Y - V E T E R A N ' S D A Y ( N O V E M B E R 1 1 ) - C H R I S T M A S D A Y ( D E C E M B E R 2 5 ) - M O N D A Y W H E N N E W Y E A R ' S O R C H R I S T M A S F A L L O N T H E P R E C E D I N G S A T U R D A Y . - F R I D A Y W H E N N E W Y E A R ' S O R C H R I S T M A S F A L L O N T H E S U C C E E D I N G S A T U R D A Y . 1 7 . C O N T R A C T O R T O R E S T O R E I N K I N D A L L T R A F F I C S T R I P I N G D I S T U R B E D B Y C O N S T R U C T I O N . T R A F F I C C O N T R O L N O T E S : 1 . T H E C O N T R A C T O R S H A L L P R O V I D E P R O T E C T I O N A N D D I R E C T I O N O F T R A F F I C I N A C C O R D A N C E W I T H T H E M U T C D , T H E C O N T R A C T D O C U M E N T S , A N D T H E C I T Y O F T I G A R D T R A F F I C C O N T R O L P E R M I T R E Q U I R E M E N T S . 2 . T H E C O N T R A C T O R S H A L L O B T A I N A C I T Y O F T I G A R D T R A F F I C C O N T R O L P E R M I T B Y S U B M I T T I N G T R A F F I C C O N T R O L P L A N S F O R A P P R O V A L . 3 . L I M I T T R A F F I C T O L O C A L A C C E S S O N L Y W I T H I N T H E W O R K Z O N E . P R O V I D E A C C E S S T O D R I V E W A Y S A T A L L T I M E S . L I M I T W O R K Z O N E T O 3 0 0 F E E T A N D R E O P E N A T T H E E N D O F T H E D A Y . 4 . T E M P O R A R Y T R A V E L L A N E S S H A L L B E A M I N I M U M W I D T H O F 1 1 F E E T . 5 . T H E C O N T R A C T O R S H A L L C O O R D I N A T E L A N E C L O S U R E S W I T H E M E R G E N C Y S E R V I C E S A N D P R O V I D E A C C E S S T O E M E R G E N C Y V E H I C L E S A T A L L T I M E S . 6 . T H E C O N T R A C T O R S H A L L M A I N T A I N A C C E S S T O A L L D R I V E W A Y S , G A R B A G E , A N D D E L I V E R Y S E R V I C E S A T A L L T I M E S . 7 . T H E C O N T R A C T O R S H A L L F U R N I S H A N D P L A C E " N O P A R K I N G " S I G N S W I T H I N W O R K Z O N E I F R E Q U I R E D F O R T H E W O R K . DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603**E 1 . A L L J O I N T S T O B E R E S T R A I N E D . 2 . O P E R A T I O N O F V A L V E S B Y T I G A R D W A T E R P E R S O N N E L O N L Y . 3 . O P E R A T I O N O F V A L V E S I N T H E T I G A R D W A T E R S E R V I C E A R E A B Y A N Y O N E O T H E R T H A N T I G A R D W A T E R P E R S O N N E L I S P R O H I B I T E D . 4 . T H E C O N T R A C T O R S H A L L M A I N T A I N O N E S E T O F S T A M P E D , A P P R O V E D P L A N S O N T H E C O N S T R U C T I O N S I T E A T A L L T I M E S . 5 . A L L W O R K S H A L L B E I N A C C O R D A N C E W I T H A M E R I C A N W A T E R W O R K S A S S O C I A T I O N ( A W W A ) S T A N D A R D S . 6 . A L L W O R K S H A L L B E A P P R O V E D B Y T H E C I T Y I N S P E C T O R . 7 . A L L P I P E A N D F I T T I N G S S H A L L B E D U C T I L E I R O N , C E M E N T L I N E D , O F N E W M A N U F A C T U R E , A N D M A D E I N T H E U N I T E D S T A T E S O F A M E R I C A ( U S A ) . P I P E S H A L L B E “ T Y T O N ” J O I N T D U C T I L E I R O N , C L A S S 5 2 . A L L F I T T I N G S S H A L L B E M E C H A N I C A L J O I N T ( M J ) U N L E S S O T H E R W I S E S P E C I F I E D . 8 . C O V E R F O R A L L W A T E R M A I N S I N T H E S T R E E T A N D R I G H T S - O F - W A Y S H A L L B E 3 6 I N C H E S . B A C K F I L L S H A L L B E ¾ - I N C H - 0 - I N C H G R A V E L . 9 . A L L V A L V E - O P E R A T I N G N U T S S H A L L B E W I T H I N 3 6 I N C H E S O F F I N I S H E D G R A D E . I F V A L V E N U T S A R E L O C A T E D G R E A T E R T H A N 3 6 I N C H E S O F F I N I S H E D G R A D E , T H E N V A L V E O P E R A T I N G N U T E X T E N S I O N S W I L L B E R E Q U I R E D . 1 0 . T H R U S T B L O C K S M A Y B E R E Q U I R E D A T T E E S , C R O S S E S , O R B E N D S A S R E Q U I R E D B Y T H E C I T Y I N S P E C T O R . P O U R E D C O N C R E T E T H R U S T B L O C K S W I L L H A V E A T L E A S T E I G H T S Q U A R E F E E T O F B E A R I N G S U R F A C E A T E A C H T E E , C R O S S A N D B E N D L O C A T I O N S ( S E E D E T A I L S F O R M I N I M U M B E A R I N G A R E A S ) . 1 1 . E A C H F I R E H Y D R A N T S H A L L B E I N S T A L L E D U P O N A P R E - F O R M E D C O N C R E T E B L O C K W I T H 1 ½ C U B I C Y A R D S O F C R U S H E D 2 - I N C H - ¾ - I N C H D R A I N R O C K . G E O T E X T I L E F A B R I C W I L L B E L A I D O N T O P O F T H E D R A I N R O C K T O S E P A R A T E T H E R O C K F R O M T H E E A R T H C O V E R . 1 2 . A L L S A N I T A R Y S E W E R L I N E S W I T H I N 1 0 F E E T L A T E R A L L Y O R 3 F E E T V E R T I C A L L Y O F A W A T E R M A I N S H A L L B E I N C A S E D I N A R E I N F O R C E D C O N C R E T E J A C K E T 6 I N C H E S T H I C K F O R A D I S T A N C E O F 1 0 F E E T O N B O T H S I D E S O F T H E C R O S S I N G . W H E R E C R O S S I N G S A R E N E C E S S A R Y , T H E Y M U S T B E M A D E A T A P P R O X I M A T E L Y 9 0 D E G R E E S W I T H A T L E A S T 1 8 I N C H E S O F S E P A R A T I O N B E L O W T H E W A T E R L I N E . 1 3 . T H E C O N T R A C T O R S H A L L S C H E D U L E C O N S T R U C T I O N W O R K S P E C I F I E D H E R E I N T O M A I N T A I N C O N T I N U O U S W A T E R S E R V I C E T O E X I S T I N G W A T E R U S E R S . W H E R E I T I S N E C E S S A R Y T O S H U T D O W N S E R V I C E T O M A K E R E Q U I R E D I N T E R T I E S , T H E C O N T R A C T O R S H A L L N O T I F Y T H E C I T Y I N S P E C T O R A T F I V E ( 5 ) W O R K I N G D A Y S P R I O R T O A P L A N N E D W A T E R S E R V I C E S H U T D O W N T O A L L O W T H E O W N E R T O N O T I F Y U S E R S O F T H E U P C O M I N G T E M P O R A R Y S U S P E N S I O N O F W A T E R S E R V I C E . 1 4 . A L L N E W W A T E R L I N E S U N D E R C O N S T R U C T I O N S H A L L B E P H Y S I C A L L Y D I S C O N N E C T E D F R O M T H E E X I S T I N G C I T Y S Y S T E M . U N D E R N O C I R C U M S T A N C E S S H A L L A N E W L I N E B E C O N N E C T E D T O T H E E X I S T I N G W A T E R S Y S T E M P R I O R T O C O M P L E T E T E S T I N G A N D A C C E P T A N C E B Y T H E C I T Y O F T I G A R D . T H E N E W P I P E L I N E S H A L L B E F L U S H E D , P R E S S U R E T E S T E D , A N D D I S I N F E C T E D B E F O R E A N Y C O N N E C T I O N T O T H E E X I S T I N G W A T E R S Y S T E M I S M A D E . 1 5 . A L L F L U S H I N G , P R E S S U R E T E S T I N G , A N D D I S I N F E C T I O N S H A L L B E I N A C C O R D A N C E W I T H T H E P R O C E D U R E S O U T L I N E D I N T H E “ P R O C E D U R E F O R F L U S H I N G A N D D I S I N F E C T I O N O F W A T E R D I S T R I B U T I O N L I N E S ” D O C U M E N T P R O V I D E D T O T H E C O N T R A C T O R A T T H E P R E - C O N S T R U C T I O N M E E T I N G . 1 6 . A L L F L U S H I N G , P R E S S U R E T E S T I N G , A N D D I S I N F E C T I O N W A T E R S H A L L B E D E L I V E R E D T O T H E N E W W A T E R L I N E T H R O U G H A N A P P R O P R I A T E L Y S I Z E D O R E G O N H E A L T H A U T H O R I T Y ( O H A ) A P P R O V E D D O U B L E C H E C K V A L V E A S S E M B L Y ( D C V A ) B A C K F L O W P R E V E N T I O N D E V I C E . T H E C O N T R A C T O R S H A L L P R O V I D E O R O B T A I N A D C V A B A C K F L O W P R E V E N T I O N D E V I C E . O N C E I N S T A L L E D , A C E R T I F I E D B A C K F L O W T E S T E R S H A L L T E S T T H E D E V I C E A N D D O C U M E N T A T I O N M U S T B E S U P P L I E D T O T H E C I T Y I N S P E C T O R B E F O R E A N Y F L U S H I N G A C T I V I T I E S M A Y B E S C H E D U L E D . 1 7 . P R O V I D E A N E C L I P S E N O . 8 8 S A M P L I N G S T A T I O N M A N U F A C T U R E D B Y K U P F E R T E F O U N D R Y , S T . L O U I S , M O 6 3 1 0 2 . T H E S A M P L I N G S T A T I O N S H A L L B E 2 - I N C H - 0 - I N C H B U R Y , W I T H A ¾ - I N C H F I P T ( F E M A L E I R O N P I P E T H R E A D ) I N L E T , A N D A ¾ - I N C H U N T H R E A D E D H O S E N O Z Z L E . A L L S A M P L I N G S T A T I O N S S H A L L B E E N C L O S E D I N A L O C K A B L E , N O N - R E M O V A B L E , A L U M I N U M - C A S T H O U S I N G . W H E N O P E N E D , T H E S A M P L I N G S T A T I O N S H A L L R E Q U I R E N O K E Y F O R O P E R A T I O N A N D T H E W A T E R W I L L F L O W I N A N A L L - B R A S S W A T E R W A Y . A L L W O R K I N G P A R T S W I L L B E O F B R A S S A N D B E R E M O V A B L E F R O M A B O V E G R O U N D W I T H N O D I G G I N G . A C O P P E R V E N T T U B E ( S T A N D A R D ) W I L L E N A B L E T H E S A M P L I N G S T A T I O N T O B E P U M P E D F R E E O F S T A N D I N G W A T E R T O P R E V E N T F R E E Z I N G A N D T O M I N I M I Z E B A C T E R I A G R O W T H . T H E E X T E R I O R P I P I N G W I L L B E B R A S S A N D A ¼ - I N C H B A L L V A L V E S H A L L B E P R O V I D E D I N P L A C E O F T H E ¼ - I N C H P E T C O C K O N T H E V E N T P I P E . 1 8 . W A T E R M E T E R S W I L L B E I N S T A L L E D B Y T I G A R D W A T E R P E R S O N N E L U P O N I N D I V I D U A L R E Q U E S T A N D P A Y M E N T B Y O T H E R S ( P R O P E R T Y O W N E R ) . A L L W A T E R M E T E R S C O N N E C T E D T O A N I R R I G A T I O N S Y S T E M M U S T H A V E T H E P R O P E R O R E G O N S T A T E A P P R O V E D B A C K F L O W P R E V E N T I O N D E V I C E ( M I N I M U M O F A D C V A ) I N S T A L L E D O N T H E P R O P E R T Y S I D E O F T H E W A T E R M E T E R . I N A D D I T I O N , R E G A R D L E S S O F S I Z E , E V E R Y M E T E R F O R C O M M E R C I A L , M U L T I - F A M I L Y , I N D U S T R I A L , A N D I N S T I T U T I O N A L S E R V I C E S H A L L H A V E T H E P R O P E R O R E G O N S T A T E A P P R O V E D B A C K F L O W P R E V E N T I O N D E V I C E ( M I N I M U M O F A D C V A ) I N S T A L L E D O N T H E P R O P E R T Y S I D E O F T H E M E T E R . T H E B A C K F L O W P R E V E N T I O N D E V I C E S H A L L B E I N S T A L L E D A N D T E S T E D B Y T H E P R O P E R T Y O W N E R , W I T H T H E R E S U L T S F O R W A R D E D T O T H E T I G A R D P U B L I C W O R K S W A T E R D I V I S I O N B E F O R E W A T E R S E R V I C E C A N B E G I N . 1 9 . A L L W O R K O N P I P E S O W N E D O R O P E R A T E D B Y T U A L A T I N V A L L E Y W A T E R D I S T R I C T S H A L L B E C O M P L E T E D A C C O R D I N G T O T U A L A T I N V A L L E Y W A T E R D I S T R I C T S T A N D A R D S . C I T Y O F T I G A R D W A T E R C O N S T R U C T I O N N O T E S : C O N T R O L P O I N T S Y M B O L S E X I S T I N G M O N U M E N T E X I S T I N G C O N T R O L P O I N T S Y M B O L D E S C R I P T I O N F L O W / S L O P E D I R E C T I O N M A N H O L E ( P R O F I L E ) M A N H O L E ( P L A N ) P U L L B O X P O W E R T O W E R S Y M B O L D E S C R I P T I O N R O C K W A L L H E A D W A L L C A B L E T V U T I L I T Y P O L E U T I L I T Y P O L E G U Y W I R E C O O R D I N A T E S S L O P E C A L L O U T G U A R D P O S T C O N T R O L P O I N T 2 1 X 1 3 2 5 . 0 0 P T R A D I U S A N G L E C L O C K W I S E P C P C T V P H S H R U B / H E D G E T R E E T T E L E P H O N E P E D E S T A L C O C L E A N O U T L I G H T P P P O W E R P O L E S I G N / S I G N P O S T E L E C T R I C A L M A N H O L E A N D P U L L B O X G A T E L I N E W O R K E D G E O F P V M T O R O U T S I D E F A C E O F C U R B C X X S P O T E L E V A T I O N F G X X . X X E X I S T I N G S P O T E L E V A T I O N 2 : 1 X X N = X X X X X X . X X E = X X X X X X . X X N = 1 6 0 0 0 0 0 E = 1 0 0 0 0 0 0 2 . 0 % F I R E H Y D R A N T C A T C H B A S I N E P O T H O L E P O T H O L E N U M B E R SHORING / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ FLOWLINE GUARDRAILNEW ROAD EXISTING CONTOURS (SCREE N E D ) NEW FENCEPOWER POLE & LINE EXISTING FENCE (SCREENED)EXISTING ROAD (SCREENED)PROPERTY LINE OR RIGHT OF W A Y REMOVE OR ABANDONED (CR O S S HATCHING: FENCE SHOWN A S E X A M P L E ) SLOPE EXISTING PIPING (TRIPLE LIN E S ) ( S C R E E N E D ) NEW PIPING (SINGLE LINE)NEW PIPING (TRIPLE LINES)EXISTING STRUCTURES (SCR E E N E D ) EXISTING PIPING (SINGLE LIN E ) ( S C R E E N E D ) CENTER, MONUMENT, OR SU R V E Y L I N E P P X X X X O H E O H E C T V C T V CABLE TV (UNDERGROUND)FIBER OPTIC G G NATURAL GASSANITARY SEWERSTORM DRAIN 3 1 0 3 1 0 NEW STRUCTURES OR EDGE O F P A V E M E N T FUTURE ROAD, WATER EDGE O R R I D G E HIDDEN LINE OR TRAIL EDGE F O F O UNDERGROUND ELECTRICRAILROAD TRACKS FUELTELEPHONEWATER NEW CONTOURSSILT FENCE S F S F S F EASEMENTEXISTING EASEMENTCITY LIMITSEXISTING GRADE (PROFILE)PROPOSED GRADE (PROFILE)CURB CURB & GUTTER T C X X . X X ( R E F E R T O A B B R E V I A T I O N S F O R D E S I G N A T I O N ) H A T C H P A T T E R N S SWALE S = 0 . 0 0 2 0 M M E T E R B O X N O T E : A L L S Y M B O L S S H O W N A S N E W . E X I S T I N G S Y M B O L S A R E S C R E E N E D . C O O R D I N A T E S / E L E V A T I O N R O A D W A Y / P I P E C U R V E S R O A D W A Y / P I P E C U R V E ( S E E T A B L E O N E A C H P A V I N G A N D G R A D I N G O R C I V I L P I P I N G D W G W I T H R O A D W A Y / P I P E C U R V E S . ) L O C L O C SECTION CUTTYPICAL DETAILREFERENCEEXTERIOR ELEVATIONVIEWSPHOTO LOCATIONGRID BUBBLE PLAN/TITLESECTION OR DETAILTITLE W/ REFERENCEDETAIL CALL-OUT(ENLARGED)ARROW INDICATESPOINT OF VIEW DRAWING REFERENCE##X##PLAN NOT REFERENCED DETAIL REFERENCES D E S C R I P T I O N S Y M B O L R E V I S I O N D E L T A S C A L E ( E X I S T ) K E Y N O T E B R E A K L I N E E L E V A T I O N T O C X X X X . X X E X I S T I N G E L E V A T I O N P I P E B R E A K P L A N V I E W P I P E B R E A K C R O S S S E C T I O N P I P E C O N T I N U A T I O N ( S I N G L E L I N E ) B R A C K E T T . O . W . X X X X . X ± U N D E R G R O U N D / O V E R H E A D W A R N I N G ( S T A T E / R E G I O N S P E C I F I C ) N O R T H A R R O W / P L A N T N O R T H Plot Date: 8/2/2023 11:38:19 AM E Q U I P M E N T / D E V I C E K E Y T A G P I P E T A G VIEWAREA DESIGNATOR(WHEN APPLICABLE)DISCIPLINE DESIGNATORCONSECUTIVESHEET NUMBERTYPICAL DETAIL TITLESHEETS INDETAILMODIFICATION NOTES = STANDARDJ = JOB SPECIFICR = REVISEDN = NOTE TO TYPICAL DETAIL USER DATE CREATED(REVISED) L E N G T H C U R V E N U M B E R R A D I U S P O I N T X X * F U T U R E P I P I N G ( W H E R E A P P L I C A B L E ) F U T U R E * F O R E X I S T I N G P I P I N G S H O W A S E X S I Z E F L O W S T R E A M U G E U G E F F S S S S S D S D T E L T E L W W FORCEMAIN SANITARY SEWE R F M F M B U R I E D V A L V E P I P E C A P O R C O N N E C T I O N C H E C K V A L V E F L A N G E P L U G V A L V E R E D U C E R A I R R E L E A S E V A L V E B L O W O F F V A L V E S E R V I C E C O N N E C T I O N H O S E B I B B / Y A R D H Y D R A N T B A L L V A L V E G A T E V A L V E B U T T E R F L Y V A L V E LIMITS OF CONSTRUCTION ##X##1SEE INDICATEDDRAWING VIEW DRAWING CUT ORIGINATION ALPHA = SECTIONNUMERIC = DETAIL P H X S O I L B O R I N G L O C A T I O N S B - X X X X E Q U I P M E N T / D E V I C E N U M B E R S T A G I N G A R E A C L S M T R E A D P L A T E A G G R E G A T E B A S E C O U R S E ( A B C ) A S P H A L T P A V I N G G R A T I N G B E D R O C K C O N C R E T E ( A L L C L A S S E S ) D R A I N R O C K G R A V E L R I P R A P E X I S T I N G / U N D I S T U R B E D S O I L S T R U C T U R A L F I L L O R B A C K F I L L S T E E L L A N D S C A P I N G O R ( W I T H A E R I A L ) S P A N SCALE:FILE:PLAN DESCRIPTIONFILESCALEA VIEW TITLEA##X##- = SHOWN ON SAME DRAWING##X## = SEE INDICATED DRAWING VIEWSCALE:FILE:ELEVATIONC/1##X##SCALEFILE DESCRIPTION VIEW TITLETYP?TYPICAL DETAIL ##-##X##AA1TYPSHT OF XX/XX/20XXXX LINE 3LINE 2S LINE 1?TYPICAL DETAIL # 3 4 1 X X X - X X - X X X 4 0 ' 2 0 ' 0 1 0 ' S C A L E : 1 " = 2 0 ' 2 M A T C H L I N E S T A X X X S E E D W G X X X MATCH LINE X " X X X P I P E S I Z E F L O W S T R E A M 3 0 . 0 ° NORTH T R U E PLANT N O R T H u s a n o r t h 8 1 1 . o r g PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM G 0 3 3 G E N E R A L G E N E R A L C I V I L L E G E N D A N D S Y M B O L S 20095700G03.dwg JDiDonato200957-100000 DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** SD SD SD SDSDSDSD S D S D S D W W WW W W W W W W W W W W W W W W W WW UGE U G E UGE U G E U G E U G E U G E UGE UGE U G E G GGG G G G G W W W S D W V W V WV W V W W W W V W V W M WU V W V W V W V W V U V S . W . B A Y L O R S T R E E T W D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX TVWD 6" T V W D 1 2 " COT 12" 3 / 4 " 356 360 363 359 3 6 0 UGE COT 12" COT 12" COT 12" TVWD 6" SD W V W V W V W V WV W V W V W V WV W V U G E U G E M WV G E N E R A L N O T E S : 1 . O W N E R W I L L D R A I N R E S E R V O I R S A N D I S O L A T E P I P I N G P R I O R T O C O N S T R U C T I O N . PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 1 4 C I V I L S I T E P L A N R E S E R V O I R S 9 - 1 A N D 9 - 2 20095700C01.dwg JJacobsen200957-100000 8/2/2023 10:49:17 AMPlot Date: u s a n o r t h 8 1 1 . o r g DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** S W B A Y L O R S T R E E T R E S E R V O I R 9 - 2 6 ' - 0 " C H A I N - L I N K F E N C E 6'-0" CONCRETE WALL G A T E R E S E R V O I R 9 - 1 S C A L E : F I L E : P L A N S V - B S - D - C A R O 4 0 1 9 1 " = 1 0 ' A EX 12" WEX 12" SDCONCEX 12" W C A T C H B A S I N R I M = 3 5 9 . 8 9 1 0 " P V C N I E = 3 5 8 . 0 1 2 " C O N C S W I E = 3 5 7 . 5 C A T C H B A S I N R I M = 3 5 8 . 1 9 1 2 " C O N C N E I E = 3 5 5 . 8 1 2 " C O N C W I E = 3 5 5 . 4 CATCH BASINRIM=351.1912" CONC E IE=348.712" CONC N IE=348.612" CONC W IE=348.6 E X E L E C E X 1 2 " W E X 6 " W E X 1 2 " S D C O N C 2 0 " O A K W M H R I M = 3 6 1 . 4 9 W M H R I M = 3 6 1 . 4 1 2 0 " O A K W M H R I M = 3 6 1 . 3 3 A R B O R V I T A E H E D G E A R B O R V I T A E H E D G E G R A V E L GATE G R A V E L 24" OAK12" FIRW V A U L T TOP O F P I P E ELE V 3 1 5 . 1 V Z N O . 2 5 2 7 3 2 P G E N O . C 1 1 3 6 D 1 7 3 0 8 P O W E R C A B I N E T EX 12" W 2 0 " O A K A C A R B O R V I T A E H E D G E WMHRIM = 358.466'-0" CHAIN-LINK FENCE B C 0 2 K E Y N O T E S : 1 . A B A N D O N M E N T W O R K I S T O B E P E R F O R M E D I N T H I S A R E A F O R R E S E R V O I R S 9 - 1 A N D 9 - 2 . S E E D W G C 0 2 F O R E N L A R G E D P L A N . X 1 1 8 " E L M E X G A S E X I S T C U R B & G U T T E R E X E L E C EX 12" W W SD SDSDSDSD S D W WSDSDSD S D S D S D S D S D S D WWWWW W W W W W W W W W W WWW W U G E U G E UGE UGE U G E U G E GGGGGG G G G G G G G G W W S D S D W V W V WV W V W V W V W V U V W D X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXTV W D 1 2 " COT 12" P O W E R C A B I N E T W / J B O X , M E T E R , ( 1 ) D R O P 3 / 4 " COT 12" SD W V W V W V W V W V W V U G E U G E U G E U G E WV K E Y N O T E S : 1 . R E M O V E A N D D I S P O S E O F A L L E Q U I P M E N T I N V A U L T P E R S E C T I O N A / C 0 3 . A B A N D O N V A U L T I N P L A C E . 2 . C U T I N T O P I P E L I N E A N D I N S T A L L 4 - I N C H B L O W O F F O N W E S T E R N R E M A I N G S E G M E N T P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L 5 7 0 . I N S T A L L 4 - I N C H G A T E V A L V E W E S T O F B L O W O F F . I N S T A L L S T R A D D L E B L O C K T H R U S T - R E S T R A I N 7 F E E T W E S T O F 4 - I N C H G A T E V A L V E . S T R A D D L E B L O C K S H A L L B E P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L S 5 6 0 A N D 5 6 1 A N D 6 F T W I D E B Y 5 F T T A L L B Y 1 F T 6 I N C H E S D E E P . I N S T A L L M J C A P O N E A S T E R N R E M A I N I N G S E G M E N T . R E M O V E P I P E L I N E A S N E E D E D T O I N S T A L L B L O W O F F A N D C A P S . B A C K F I L L A N D M A K E S T R E E T R E P A I R S P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L S 1 8 0 A N D 2 6 0 . 3 . S A W C U T A N D R E - P A V E . 4 . S A W C U T P A V E M E N T A R O U N D V A U L T A P P R O X I M A T E L Y 8 ' - 6 " x 2 3 ' - 6 " . R E M O V E A S P H A L T A N D V A U L T L I D A N D R E P A V E P E R T I G A R D S T A N D A R D D E T A I L 2 6 0 O N S H E E T C 1 0 . 5 . R E M O V E A N D D I S P O S E O F E X I S T I N G T V W D 1 2 " W ( D I ) . I N S T A L L 1 2 - I N C H M J P L U G O N R E M A I N I N G W E S T E R N P I P E S E G M E N T . B A C K F I L L T R E N C H A R O U N D T H R U S T B L O C K P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L 1 8 0 . 6 . I N S T A L L T H R U S T B L O C K P E R D E T A I L 1 / C 0 3 . 7 . S A W C U T P A V E M E N T A R O U N D V A L V E S A P P R O X I M A T E L Y 1 0 ' 6 " x 1 8 ' . R E M O V E A S P H A L T A N D R E P A V E P E R T I G A R D S T A N D A R D D E T A I L 2 6 0 O N S H E E T C 1 0 . G E N E R A L N O T E S : 1 . N O T I F Y O W N E R S 2 W E E K S B E F O R E S T A R T I N G W O R K . O W N E R S W I L L I S O L A T E A N D D E P R E S S U R I Z E P I P E L I N E S T H A T W I L L B E I N C L U D E D I N T H I S W O R K P A C K A G E . 2 . C O N T R A C T O R R E S P O N S I B L E F O R M A N A G E M E N T A N D D I S P O S A L O F R E M A I N I N G W A T E R F R O M D E P R E S S U R I Z E D P I P E L I N E S A T C U T A N D C A P L O C A T I O N S . 3 . C O N T R A C T O R R E Q U I R E D T O D I S I N F E C T A N D P R O T E C T P I P E L I N E S P E R S P E C I F I C A T I O N 0 1 1 4 0 . 5 0 . 4 . P R E S S U R E T E S T I N G O N C E P L U G / C A P / B L O W O F F I S I N S T A L L E D P E R S P E C I F I C A T I O N 0 1 1 4 0 . 5 1 . X PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 2 5 C I V I L D E M O L I T I O N P L A N S W B A Y L O R S T R E E T 20095700C02.dwg JJacobsen200957-100000 8/2/2023 10:50:38 AMPlot Date: u s a n o r t h 8 1 1 . o r g DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** S C A L E : F I L E : P L A N S V - B S - D - C A R O 4 0 1 9 1 " = 5 ' B S W B A Y L O R S T R E E T 1 5'-0" (MIN) G A T E R E S E R V O I R 9 - 1 EX 12 " S D CON C EX 12" W CATCH BASINRIM=351.1912" CONC E IE=348.712" CONC N IE=348.612" CONC W IE=348.6 E X 1 2 " S D C O N C P O W E R C A B I N E T C A T C H B A S I N R I M = 3 5 8 . 1 9 1 2 " C O N C N E I E = 3 5 5 . 8 1 2 " C O N C W I E = 3 5 5 . 4 W V A U L T T O P O F P I P E E L E V 3 1 5 . 1 1 8 " E L M A R B O R V I T A E H E D G E A C E X E L E C 6 ' - 0 " C H A I N - L I N K F E N C E EX 12" W EX 12" SDCONC E X E L E C E X E L E C E X G A S E X I S T C U R B & G U T T E R EX 12" WBLOWOFF2 A C 0 3 4 55'- 0 " 6 37 PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 3 6 C I V I L D E M O L I T I O N S E C T I O N S S W B A Y L O R S T 20095700C03.dwg JJacobsen200957-100000 K E Y N O T E S : 1 . W E S T E R N 8 - I N C H M A I N T O B E A B A N D O N E D I N P L A C E . 2 . I N S T A L L 8 - I N C H M J C A P O N E A S T S I D E . P R O V I D E N E W G A S K E T B O L T S , N U T S A N D W A S H E R S . G A S K E T S H A L L B E N S F A P P R O V E D F O R P O T A B L E W A T E R . 3 . S A W C U T A N D R E M O V E A S P H A L T A R O U N D V A U L T T O E X P O S E V A U L T L I D A N D 1 2 - I N C H T O 8 - I N C H R E D U C E R . R E M O V E L I D / T O P R I N G O N V A U L T . B A C K F I L L V A U L T A N D R E P A V E A R E A P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L S 1 8 0 A N D 2 6 0 . B A C K F I L L W I T H 3 / 4 - I N C H M I N U S C O M P A C T E D I N 1 - F O O T L I F T S . 4 . C A P 1 - 1 / 2 I N C H G A L V A N I Z E D P I P E A T E N T R A N C E T O V A U L T . 5 . 1 2 - I N C H M J C A P . 6 . W R A P V A L V E W I T H 3 L A Y E R S O F P O L Y E T H Y L E N E E N C A S E M E N T . E X T E N D P O L Y E T H Y L E N E M I N I M U M B E Y O N D V A L V E A N D C A P . S E C U R E T O P I P E W I T H 1 0 M I L P V C P I P E W R A P T A P . P E R T V W D D E T A I L 3 0 1 O N S H E E T C 1 1 . F I E L D R E V I S I O N S P E R T V W D I N S P E C T O R I N S T R U C T I O N S : D O N O T W R A P P I P E A N D C A P . 7 . R E M O V E B E L L R E D U C E R S C A L E : F I L E : S E C T I O N B - N O S C A L E 2 0 0 9 5 7 0 0 C 0 3 G E N E R A L N O T E S : 1 . R E M O V E A L L E Q U I P M E N T F R O M V A U L T . A B A N D O N V A U L T I N P L A C E . X 8/9/2023 9:49:28 AMPlot Date:1 3TO EXISTINGTVWD12-INCH BFV 4DATEREVBYDESCRIPTIONDATECHECKEDDRAWNDESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603**SCALE:FILE:SECTIONAC02NO SCALE20095700C03A 2 5'-0" 2'-6"2'-6" 1 2 M A X I M U M S L O P E P L A C E C O N C L E V E L W I T H T O P O F P I P E O R S L O P E U P I F N E C E S S A R Y T O O B T A I N R E Q U I R E D B E A R I N G A R E A A D D I T I O N A L E X C A V A T I O N I F N E C E S S A R Y T O O B T A I N R E Q U I R E D B E A R I N G A R E A 9 " M I N 6'-6" AS REQUIRED TOOBTAIN BEARING AREAAGAINST NATIVE SOIL3'-3"3'-3"B-NOTES:1.BEARING AREA IS THE AREA REQUIRED TO OBTAIN AN AVERAGE SOIL LOADINGOF 1000 PSF WHEN THE PIPE IS SUBJECTED TO A TEST PRESSURE OF 150 PSI.2.CONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO FIELD VERIFY SOILBEARING PRESSURE IS GREATER THAN OR EQUAL TO 1000 PSF AND CONSULTENGINEER FOR THRUST BLOCK DIMENSIONS IF SOIL BEARING PRESSURE ISLESS THAN 1000 PSF DURING CONSTRUCTION.3.CONCRETE SHALL BE CLASS "A" OR "C".4.FIELD REVISIONS PER TVWD INSPECTOR INSTRUCTIONS: INSTALLRECTANGULAR THRUST BLOCK WITH DIMENSIONS OF 5 FT TALL X 6 FT WIDE X2.5 FT. THRUST BLOCK SHALL BE POURED DIRECTLY AGAINST OUTSIDE OFVAULT.SCALE:FILE:DETAIL1-NO SCALE20095700C03 5 6 SEE SECTION B BELOW57SEE FIELD NOTE 4 BELOW S E E D E T A I L 1 , N O T E 4 F O R F I E L D N O T E S W W WWWW W W O H E WWWW W W W W W UGE O H E O H E O H E O H E O H E O H E O H E O H E OHEOHEOHEOHE W W V W V TELTELTELTEL T E L TELTELTEL T E L T E L T E L T E L T E L ZOYO 2 1 5 2 2 0 213 W W W W V W V W W K E Y N O T E S : 1 . A B A N D O N M E N T W O R K I S T O B E P E R F O R M E D I N T H I S A R E A F O R H U N Z I K E R P U M P S T A T I O N . S E E S H E E T C 0 5 . X PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 4 7 C I V I L S I T E P L A N H U N Z I K E R P U M P S T A T I O N 20095700C04.dwg JDiDonato200957-100000 8/2/2023 10:55:39 AMPlot Date: u s a n o r t h 8 1 1 . o r g DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** S C A L E : F I L E : P L A N S V - B S - D - C A R O 4 0 1 9 1 " = 5 ' C SW HUNZIKER STREET EX 12" WCIP E X 1 2 " W C I P D C 0 5 1 P O W E R C A B I N E T A R B O R V I T A E H E D G E 2 4 " O A K E X 1 2 " W C I P 1 4 " & 1 6 " O A K WMHRIM = 218.528" & (3)6" CHERRYCLUSTER OFHAWTHORNCLUSTER OF 4"VINE MAPLE 1 2 " & ( 2 ) 1 8 " C H E R R Y 1 2 " G A T E V A L V E 4 F T D E E P E X 1 2 " W C I P 1 2 " M J T E E E X 1 2 " W C I P EX 6" WCIP E D G E O F R O A D EX TEL 10" & 14" CHERRY D I T C H E X 1 2 " W C I P ( E N C A S E D ) H U N Z I K E R P U M P S T A T I O N W WWWWW W W W W O H E O H E W W W W W W UGE UGE O H E O H E O H E O H E O H E O H E O H E O H E OHEOHEOHEOHEOHE O H E O H E W W V W V 213 W W W W W V W V W W W PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 5 8 C I V I L D E M O L I T I O N P L A N H U N Z I K E R P U M P S T A T I O N 20095700C05.dwg JJacobsen200957-100000 8/9/2023 9:52:20 AMPlot Date: u s a n o r t h 8 1 1 . o r g DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** S C A L E : F I L E : P L A N S V - B S - D - C A R O 4 0 1 9 1 " = 3 ' D 6 7 2 K E Y N O T E S : 1 . C U T P U M P S T A T I O N A T G R A D E . R E M O V E A N D D I S P O S E O F T H E T O P S E C T I O N I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S E C T I O N 0 0 2 9 0 . 2 0 . R E M O V E E Q U I P M E N T , S E E P H O T O 1 / C 0 6 . B A C K F I L L E M P T Y P U M P S T A T I O N P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L 1 8 0 , C O V E R W I T H I M P O R T E D B A C K F I L L T O P R O V I D E 1 8 " O F C O V E R . 2 . R E M O V E A N D D I S P O S E O F V A U L T L I D I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S E C T I O N 0 0 2 9 0 . 2 0 . R E M O V E E Q U I P M E N T A N D M A K E C H A N G E S T O E X I S T I N G V A L V E O P E R A T I N G H A N D L E , S E E P H O T O 2 / C 0 6 . B A C K F I L L V A U L T P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L 1 8 0 , C O V E R W I T H 6 - I N C H E S O F N A T I V E S O I L , A N D S E E D W I T H N A T I V E G R A S S E S . 3 . A B A N D O N I N P L A C E . G R O U T P E R S E C T I O N 0 0 4 9 0 . F I E L D R E V I S I O N P E R C I T Y O F T I G A R D I N S P E C T O R : A B A N D O N I N P L A C E . D O N O T G R O U T 4 . C U T A N D I N S T A L L M J C A P . F I E L D R E V I S I O N P E R C I T Y O F T I G A R D I N S P E C T O R : C U T P I P E L I N E A N D R E M O V E S E C T I O N O F P I P E . I N S T A L L B L I N D F L A N G E A N D M J C A P S O N E A C H E N D O F E X P O S E D P I P E . I N S T A L L 2 - I N C H G A L V A N I Z E D P I P E B R A C E D A G A I N S T T H E I N S T A L L E D C A P S . 5 . R E M O V E V A L V E H A N D L E E X T E N S I O N A N D B U R Y V A L V E A F T E R C A P P I N G P R O C E S S I S C O M P L E T E . E N S U R E V A L V E I S I N C L O S E D P O S I T I O N B E F O R E R E M O V I N G V A L V E H A N D L E E X T E N S I O N . 6 . L E A V E 1 2 - I N C H G A T E V A L V E I N P L A C E . R E P L A C E V A L V E B O X A N D E X T E N D T O S U R F A C E P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L S 5 0 3 A N D 5 0 5 . 7 . R E M O V E P O W E R C A B I N E T W / J U N C T I O N B O X A N D M E T E R . C O O R D I N A T E W O R K W I T H P G E F O R T E R M I N A T I O N A N D A B A N D O N M E N T O F P O W E R M E T E R N U M B E R 3 1 0 0 0 9 2 9 A B O N P G E P O L E N U M B E R C 2 1 0 1 A - 8 4 2 . 8 . E X I S T I N G 1 2 - I N C H C I P 4 5 D E G R E E E L B O W W I T H E X I S T I N G T H R U S T B L O C K . G E N E R A L N O T E S : 1 . N O T I F Y C I T Y O F T I G A R D 2 W E E K S B E F O R E S T A R T I N G W O R K . C I T Y O F T I G A R D W I L L B E R E S P O N S I B L E F O R I S O L A T I N G P U M P S T A T I O N A N D I S O L A T I N G C I T Y O F T I G A R D P I P E L I N E S . 2 . A L L W O R K A N D S T A G I N G W I L L O C C U R O F F P A V E M E N T . A L L E Q U I P M E N T W I L L B E T R A N S F E R R E D T O T H E S I T E O N R O A D W A Y A P P R O V E D V E H I C L E S . A N Y D A M A G E D O R C U T P A V E M E N T W I L L R E Q U I R E P A V E M E N T R E S T O R A T I O N . P A V E M E N T R E S T O R A T I O N C O N S I S T S O F 2 - I N C H G R I N D A N D I N L A Y U S I N G L E V E L 3 M I N I M U M M I X F O R A N A R E A T H A T C O V E R S T H E E N T I R E L A N E W I D T H O F E V E R Y L A N E A F F E C T E D . M I N I M U M O F 5 0 ' I N L E N G T H . X E X 1 2 " W C I P E X 1 2 " W C I P E X 1 2 " W C I P E X 1 2 " W 3 H U N Z I K E R P U M P S T A T I O N 1 1 2 " & ( 2 ) 1 8 " C H E R R Y S E E P H O T O 1 , D W G C 0 6 A R B O R V I T A E H E D G E STATE HIGHWAYRIGHT-OF-WAY PADDLE8" & (3)6" CHERRYCLUSTER OF4" VINE MAPLE 10" & 4" CHERRY P G E N O . 6 2 1 - 1 8 4 2 W / L I G H T , ( 3 ) T R A N S F O R M E R S , ( 5 ) D R O P S 1 4 " & 1 6 " O A K N O T R E S P A S S I N G O R D U M P I N G S I G N C I P ( E N C A S E D ) S E E P H O T O 2 , D W G C 0 6 P O W E R C A B I N E T W / J B O X , M E T E R , ( 1 ) D R O P CLUSTER OFHAWTHORNE 5 3 4 8 K E Y N O T E S : 1 . R E M O V E A N D D I S P O S E O F P U M P , V A L V E S , P L C C A B I N E T , E L E C T R I C A L A N D C O N T R O L C O N D U I T S A N D W I R E S , A N D L A D D E R . 2 . R E M O V E C L A - V A L V E . C L O S E R E M A I N I N G 1 2 - I N C H G A T E V A L V E A N D I N S T A L L B L I N D F L A N G E . R E M O V E O P E R A T I N G W H E E L . 3 . I N S T A L L V A L V E E X T E N S I O N T O S U R F A C E . P R O V I D E V A L V E B O X A N D V A L V E B O X E X T E N S I O N P E R C I T Y O F T I G A R D S T A N D A R D D E T A I L S 5 0 3 / C 1 0 A N D 5 0 5 / C 1 0 . 4 . G R O U T P I P E S E G M E N T I N A C C O R D A N C E W I T H O D O T S P E C I F I C A T I O N 0 0 4 9 0 . F I E L D R E V I S I O N S P E R C I T Y O F T I G A R D I N S P E C T O R : I N S T A L L B L I N D F L A N G E S O N R E M A I N I N G P I P E L I N E S A F T E R E Q U I P M E N T I S R E M O V E D . D O N O T G R O U T A B A N D O N P I P E L I N E S 5 . C U T V A U L T A T G R A D E A N D R E M O V E T O P S E C T I O N . D I S P O S E O F V A U L T L I D A N D T O P S E C T I O N I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S E C T I O N 0 0 2 9 0 . 2 0 . R E M A I N D E R O F V A U L T T O R E M A I N I N T A C T A N D U N D A M A G E D . B A C K F I L L V A U L T W I T H I M P O R T E D 3 / 4 - I N C H M I N U S G R A V E L T O 1 8 - I N C H E S O V E R T O P O F V A U L T . C O M P A C T I N 1 - F O O T L I F T S . 6 . I N S T A L L 1 2 - I N C H M J C A P O N E X I S T I N G 1 2 - I N C H P I P E . X PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 6 9 C I V I L D E M O L I T I O N D E T A I L S H U N Z I K E R P U M P S T A T I O N 20095700C06.dwg JJacobsen200957-100000 8/9/2023 9:28:06 AMPlot Date:PHOTOFILE:1C05 PUMP STATION DEMO20095700C05A/B P H O T O F I L E : 2 C 0 5 V A L V E V A U L T D E M O 2 0 0 9 5 7 0 0 C 0 5 C / D 114 1 2 3 DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** 4 5 6 PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 7 1 0 C I V I L E R O S I O N C O N T R O L N O T E S 20095700C07.dwg JDiDonato200957-100000 8/2/2023 10:56:53 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603**EROSION CONTROL NOTES:1.THE CONTRACTOR IS REQUIRED TO OBTAIN AND COMPLY WITH A CITY OF TIGARD EROSIONCONTROL PERMIT. EROSION CONTROL INSPECTIONS BY THE CITY WILL BE COMPLETED DURINGTHE COURSE OF THE PROJECT.2.FROM OCTOBER 1ST THROUGH MAY 31ST THE WET WEATHER EROSION PREVENTION MEASURESWILL BE IN EFFECT FOR ANY EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED. ALL STOCKPILEDSEDIMENT WILL BE COVERED WITH PLASTIC SHEETING AND ISOLATED WITH SILT FENCING ORCHECK DAM AT THE TOE OF SLOPE WHEN NOT IN USE. ALL EXPOSED SOILS WILL BE PROTECTEDWITH AIN ADEQUATE GROUND COVER AT THE END OF CONSTRUCTION EACH DAY (STRAW, MULCH,COMPOST, WOOD CHIPS, PLASTIC SHEETING, ETC. CONSULT THE DETAIL SHE:El IN THE PERMIT ORTHE MANUAL FOR SPECIFICATIONS).3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALLEROSION AND SEDIMENT CONTROL (ESC) MEASURES AND COMPLIANCE WITH WATER QUALITYLAWS, IN ACCORDANCE WITH CITY OF TIGARD CODE.4.GARBAGE AND DEBRIS, INCLUDING LITTER, FOOD WRAPPERS & CANS, CONSTRUCTION SCRAPS ANDMATERIAL PACKAGING MUST BE COLLECTED AND CONTAINED IN SECURED GARBAGE CONTAINERS.CONTAINERS SHOULD BE EMPTIED AS NEEDED; SMALL CONTAINERS AND GARBAGE CANS (LESSTHAN 55 GALLONS) SHOULD BE EMPTIED ON A WEEKLY BASIS. CONCRETE WASH-OUT, TILE SAW &MORTAR SLURRY MUST BE CONTAINED IN LEAK PROOF PANS AND PROPERLY DISPOSED OF. NOGROUND OR "PIT' DUMPING ALLOWED.5.ESC MEASURES SHOWN ON THIS PLAN MUST BE INSTALLED PRIOR TO ALL CLEARING AND GRADINGACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATERDOES NOT ENTER THE STORM WATER MANAGEMENT SYSTEM, ROADWAYS, OR VIOLATEAPPLICABLE WATER QUALITY STANDARDS.6.ESC MEASURES SHOWN ON THIS SITE PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITECONDITIONS. DURING THE PROCESS OF CONSTRUCTION, THESE MEASURES SHALL BE UPGRADEDAS NEEDED AT THE CONTRACTORS EXPENSE TO ENSURE THAT SEDIMENT AND SEDIMENT-LADENWATER DOES NOT LEAVE THE SITE.7.DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED DAILY BY AN EROSIONCONTROL PLAN MANAGER (SPECIFICALLY DESIGNATED BY THE CONTRACTOR) AND MAINTAINED ASNECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. ESC MEASURES SHALL BE INSPECTEDEVERY 2 WEEKS OR WITHIN 24 HOURS FOLLOWING A RAIN EVENT OF 0.5 INCHES OR GREATER,DURING INACTIVE PERIODS.8.ALL CATCH BASINS AND AREA DRAINS THAT HAVE THE POTENTIAL TO RECEIVE RUNOFF FROM THECONSTRUCTION SITE MUST BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED ORVEGETATION IS RE-ESTABLISHED. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANEDPRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT- LADEN WATER INTOTHE STORM WATER MANAGEMENT SYSTEM.9.ALL DEWATERING DISCHARGES SHALL BE TREATED PRIOR TO DISCHARGE. UNFILTEREDDEWATERING DISCHARGE CANNOT BE DISPOSED OF IN THE STORM SYSTEM.10.PUBLIC STREETS SHALL BE SWEPT DAILY BY THE CONTRACTOR, IF NECESSARY, TO ALLEVIATESEDIMENT DISCHARGE TO THE STORM WATER MANAGEMENT SYSTEM.11.THE CONTRACTOR SHALL FURNISH A POLLUTION CONTROL PLAN AND SPILL KIT. THE SPILL KIT ISREQUIRED TO BE MAINTAINED ON SITE TO PREVENT SPILLS OF HAZARDOUS OR HARMFULSUBSTANCES FROM ENTERING THE STORM WATER MANAGEMENT SYSTEM. CREWS MUST BETRAINED ON THE LOCATION AND USE OF THE KIT.12.CONTRACTOR SHALL DESIGNATE PLACES TO STAGE AND STORE CONSTRUCTION MATERIALS.THESE AREAS SHOULD BE PROTECTED WITH A GRAVEL BASE, PLYWOOD, CONCRETE OR ANOTHERHARD SURFACE. COVER STOCKPILES WITH PLASTIC SHEETING DURING WET WEATHER SEASON,AND IN SUMMER WHENEVER THE STOCKPILES WILL REMAIN UNWORKED FOR 14 DAYS OR LONGER.COVER EXPOSED SOILS WITH 3 INCHES OF STRAW, COMPOST MULCH, WOOD CHIPS, GRAVEL, OROTHER GROUND COVER TO MINIMIZE DISTURBANCE AND REDUCE THE POTENTIAL FOR TRACKING.13.CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND LIMIT SOIL DISTURBANCE WHENEVERPOSSIBLE. RE-SEED EXPOSED SOILS AS QUICKLY AS POSSIBLE, AND CONSIDER THE USE OFDEEP-ROOTED NATIVE VEGETATION TO HELP RE-STABILIZE SOILS.14.CONTRACTOR SHALL KEEP PARKING LIMITED TO HARD-SURFACED OR PROPERLY GRAVELEDAREAS.15.THE CONTRACTOR SHALL KNOW WHERE THE NEAREST STORM DRAINS ARE LOCATED, AND KEEPTHEM PROTECTED WITH NON-WOVEN FILTER INSERTS (SEE CITY STANDARD DRAWING El-01 ONTHIS SHEET. CLEAN UP AND PROPERLY DISPOSE OF ANY MATERIAL THAT ACCUMULATES IN THEFILTER, AND REMOVE AND DISPOSE OF ALL FILTERS AT THE END OF THE PROJECT.16.DO NOT RINSE ANY MATERIAL INTO THE STORM DRAIN.17.ALL WORK MUST COMPLY WITH CITY OF TIGARD AND CLEAN WATER SERVICES EROSION CONTROLSTANDARDS. PROJECT NO.LAST SAVED BY:FILE NAME:CBSRBJM C 0 8 1 1 C I V I L E R O S I O N C O N T R O L D E T A I L S - 1 20095700C08.dwg JDiDonato200957-100000 8/2/2023 11:09:45 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 0 9 1 2 C I V I L E R O S I O N C O N T R O L D E T A I L S - 2 20095700C09.dwg JDiDonato200957-100000 8/2/2023 11:15:54 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 1 0 1 3 C I V I L C O T S T A N D A R D D E T A I L S 20095700C10.dwg JJacobsen200957-100000 8/2/2023 10:47:05 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** 1 2 - I N C H G A T E V A L V E 4 " G A L V A N I Z E D S T E E L P I P E W I T H C A P M J x F L G 4 " E L B O W M J x M J 1 2 " x 4 " R E D U C E R M J x M J 4 - I N C H G A T E V A L V E ( S E E D E T A I L 5 0 3 ) PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM C 1 1 1 4 C I V I L T V W D S T A N D A R D D E T A I L S 20095700C11.dwg atucker200957-100000 8/2/2023 11:17:09 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM T C 0 1 1 5 C I V I L O D O T S T A N D A R D D E T A I L S - 1 20095700TC01.dwg JDiDonato200957-100000 DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM T C 0 2 1 6 C I V I L O D O T S T A N D A R D D E T A I L S - 2 20095700TC02.dwg JDiDonato200957-100000 8/2/2023 11:20:44 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM T C 0 3 1 7 C I V I L O D O T S T A N D A R D D E T A I L S - 3 20095700TC03.dwg JDiDonato200957-100000 8/2/2023 11:22:12 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603** PROJECT NO.LAST SAVED BY:FILE NAME:CBJRDJM T C 0 4 1 8 C I V I L O D O T S T A N D A R D D E T A I L S - 4 20095700TC04.dwg JDiDonato200957-100000 8/2/2023 11:23:33 AMPlot Date:DATEREVBYDESCRIPTION DATE CHECKED DRAWN DESIGNED 2 0 0 9 5 7 J O B N O . D R A W I N G N O . S H E E T N O . S C A L E S A C C O R D I N G L Y V E R I F Y S C A L E S T H I S S H E E T , A D J U S T I F N O T O N E I N C H O N B A R I S O N E I N C H O N O R I G I N A L D R A W I N G 0 1 " O F OCTOBER 2022 C I T Y O F T I G A R D A B A N D O N M E N T O F R E S E R V O I R 9 - 1 , 9 - 2 A N D P U M P S T A T I O N P S - 1 1 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 A B C D E F 1234 5 6 7 8 9 1 0 1 1 1 2 1 3 ABCDEFG G ® RECORD DRAWINGS 1 8 **ORIGINALSEALED BYCORIANNE I. BURNETT11/09/22OR 80603**