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UTILITY PLAN NOTES GENERAL GRADING NOTES GENERAL UTILITY NOTES
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SANITARVSEWERNOTES 1. CONTRNCTORSHNLLREFERTOTHESTORMWATERPOLWTIONPREVENTION 1. THECONTRACTORSHALLCONTACTNPPLICHBLESTHTE �'
PLANAND�ETAILSFORCONSTRUCTIONSCHEDULINGANDEROSIONCONTROL UN�ERGROIIN�LOCATIONSERVICEATLEAST]2HOURSPRIORTO vN C
�$ COORDINATECONNEQIONTOEXISTINGB"SANITARYSEWER MEASURESTOBEINSTALLEDPRIORTOEARTHMOVINGAQIVITIES. qNYWORKANDSHHLLCONTACTTHEOWNERAN�IORENGMEER c� z
V LL
MHIN. COOR�INHTE W NNECTION WITH MEP. PROVI�E SHOOL� IITILITIES APPEAR TO BE IN CONFLICT W ITH THE
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( ) RO OSEDIM RO EMENTS. ITSHALLBE HERESPONSBILI OF Q 9 y
LINEANDCOOR�INATECON�ITIONSWITHMEP.ApJUSTHS STANDARDSPECIFlCATIONS,LATESTEDITIORFORBASICMATERIALSAN� THECONTRACTORTORELOCATEALLE%ISTINGUTILITIESWHICH ' .a
RE�UIRE�. CONSTRUCTIONMETHODS.THESECTIONSBELOWPoRVARIOUSITEMSARE CONFLICTWITHTHEPROPOSEOIMPROVEMENTSSHOWNONTHE �"3 �y.` '
TOCIARIFYTHEINTENTOFTHEREpl11REMENTSFORTHISPROJECT. PLFASE PLqNS. N C f- O R
�$ PROPOSE�SANITHRVUITERALCLEANOUTTVPEIWITHIN3'OF NOTETHNTOTHERSECTIONSOFTHEINDOTSTANOAR�SPECIFICNTIONSMAY - `L V v'
BUILDING. ALSOBEAPPLIGABLE 2 THEPLANSSHOWTHELOCHTIONOFALLKNOWNUTILITIES O n �LSv
i LOCHTE�WITHINTHELIMITSOFCONSTRIICTIONACCOR�INGTO u^ ' ' ' -
-_ ' 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECENE PAVMG AND FROM INFORMHTION PROVIDE� BV THE VARIOUS UTILITV COMPANIES, ' G� �' �"�,
� WITHINTHELIMITSOFPROPOSE�BUILDINGSANDSTRUQURES.TOPSOIL PREVIOUSCONSTRUCTIONPLANSANDASEVI�ENCE�BY Z< � W'�^� ��
/� WATERSERVICENOTES: SHHLLBESTRIPPE�TOTHE�EPTHASNOTE�INTHEGEOTECHNICNLREPORT. OBSERVHTIONOFABOVEGROON�CONOITIONSBYTHE '/' C� _ _ Z
� / SURVEYOR. THE HCCURACY OF THIS INFORMATION IS NOT �'r t �.- O��
\ �- l yy� COOR�INATECONNECTIONOFI"DOMESTICSERVICELINEWITH 4. AFTERSTRIGPINGTOPSOILPROOFROLLAREASTOBEFlLLEDWITHAMEDIUM GUARANTEED. C � v �O- -
\ I PWMBINGDRAWINGS. WEIGHTROLLERTO�ETERMINELOCATIONSOFHNYPOCKETSOFUNSUITABLE -. S M»r^,
MATERIAL. RECOMMEN�ATIONSFORDRYING,AMENDINGAND/ORREMOVAL 3. THECONTRACTORSHALLCONTACTALLUTILITYCOMPANIESTO
W� PROPOSED 4" WATER VqLVE FLUSH WITH PAVEMENT. OF HNY UNSUITABLE MHTERINL WITHIN THE PROPOSE� PAVE�AN�/OR LOCATE MAINS. CONOUITS, SERVICE LWES, ETC. WITHIN THE
I B111L�INGHREASWILLBE�ETERMINE�ATTHETIMEOFCONSTRUCTIONBV CONSTRUCTIONLIMITS.THELOCATIONHNOPROTECTIONOF
PROPOSEOI"�OMESTICSERVICELINE. COOR�INATEMETER THEOWNER'SGEOTECHNICHLTESTINGREPRESENTATNE. UTILINSTRUCTURES,THEIRSUPPORTANDMAINTENHNCE�URING
� � LOCATION WITH WATER COMPqNV. CONFIRM SIZE AND LOCATION GONSTRUCTION (M COOPERATION WITH APPLIGABLE UTILITY
WITHMEG.ADJUSTASREQUIRED. S TOPSOILSHHLLBEPLHCE�INMOUN�INGAREAS,NONSTRIICTURHLFlLL COMPHNV)ISTHEEXPRESSEDRESPONSIBILI1l'OFTHE
I `- AN�/OR PLANTINGAREHSTOHMINIMUM�EPTHOF6". EXCESSTOPSOIL CONTRHCTOR.
WQ CONNECT4"WATERLWETOEXISTINGI2"MAINPERGARMEL SHALLBEREMOVEDFROMTHESITE. � V�
` - - - - � _ WHTERREQUIREMENTS p. THECONTRACTORSHALLCONTACTNLLAPPLICABLEIITILITIES �
6. WHENPERFORMINGGRN�INGOPERHTIONS�URINGPERIO�SOFWET ANDVERIFVANYANpALLFEESHS50CIATE�WITHTHE u
�'1 WS VALVEONDOMESTICWATERLINE WEATHER,PROVIDEADEQUATEDEWATERING,DRAINAGEAN�GROUND INSTALLATIONOFALLUTILITIES. �1 _
O WATERMANAGEMENTTOCONTROLMOISTOREOFSOILS. REFERTO W r,,
W6 COORDINHTECONNECTIONOFG'FIRELINEWITHSPRINKLER GEOTECHNICALREPORTANO/ORCONSULTWITHOWNER'SGEOTECHNICAL 5. HLLCONSTRIICTIONONTHI551TETOBEPERFORME�IN ^ w �
I pRAWINGS. TESTING REPRESENTATIVE FOR RECOMMEN�ATIONS. COMPLIqNCE WITH O.S.H A. STAN�ARDS FOR WORKER SAFETY. l� r`1 �
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I W� POSTIN�ICATORVHLVE J. FlLLMHTERIHLSHALLWNSISTOFEARTHOBTHINE�FROMCOTAREAS, 6. HNYPARTOFSANITARYORSTORMSEWERTRENCHESRUNNING rTl � ,
BORROWPITSOROTHERAPPROVEDSOIIRCES. EARTHSHHLLBEFREEFROM UNDERORWITHINS'OFGAVEMENTTOBEBACKRLLE�WITH ^ '
I I WB WALLMOUNTEDFlREDEPARTMENTCONNECTIONWITHTW0�2� ORGANICMHTTERANDOTHERDELETERIOUSSUBSTANCESANDLARGE GRANULHRMATERIAL
I 2V2'CONNECTIONSWITHTW0�2)KNOXPLUGS(FDCCAPS). ROCKS.THERLLMATERIALSHALLBEPLACE�WLAYERSNOTTOEXCEE�51X
� INCHESFOLLOWINGCOMPHCTION,PROPERMOISTURECONTENTOFFlLL ]. ITISTHECONTRACTORSRESPONSIBILITVTOVERIFYLOCATION. ~
� MATERIAL WILL BE SUCH TO ACHIEVE SPECIFlED COMPACTION �ENSIN. ALL SIZE AN� ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, �I�
FlLLBENEATHPAVEDAREASFLOORSLABSANDFUTUREBWL�INGSSHALLBE PqVEMENTS ETCASRELATE�TOTHEIRWORK. NOTIFY V
ELECTRIC NOTES: �
COMPACTE�TOATLEAST95%OFTHEMNXIMIIM�RY�EN511VPERASTM I F FI / I I I T
ENGNEERO ANVCON LCTHN�ORDSCREPANCES N HE
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E� COOR�INNTEANOCONNECTBOIL�INGELECTRICHLLINEFROM SECTIONS,NNOTHEREpUIRE�COMPACTIONONEACHLIFTSHALLBEIN -
SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE
nccoaonNCEwirHiNoorsEcriorvzii. ni i i n
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. �RAWINGS.A�JUSTHSREp01RE�. 8. MHXIMUMLAWNSLOPE153]. OOMESTICffIRELINESERVICE.SANITARVSEWERLINEIN
PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE
� ` Ep CONTRACTORTOCOORDINATEELECTRICSERVICECONNECTION g_ �HEPLANSSHOWTHELOCATIONOFALLKNOWNIITILITIESLOCATEDWITHIN PVC.
I TO APPROPRIATE TRNNSFORMER LOCHTION. COORDINNTE WITH
a THE LIMITS OF CONSTRUCTION ACCORDING TO W FORMATION PROVI�E� BY
IITILITYPROVIOERIFANEWTRANSFORMERI5REQ01RE�. THEVARI011Sl1TILRVCOMPAWES.PREVIOIISCONSTRIICTIONPLANSAN�AS 9. CONTRHCTORTOINSTALLCONCRETECRH�LESWHENTHE
OWNERSHOULDBEINVOLVE�INDETERMININGNEWLOCATION. 6VIU6NCtUdYOdStHVMIONOY�dOV6GNOUNDCONDIIlONSBYIH6 VERTICALSEPARATION(ASMEASUREDFROMTHEEXTERIOROF
SORVEYOR.THEACCURACYOFTHISWFORMHTIONISNOTGUARANTEE�. THEPIPES)BETWEENSANITARYSEWERS.WATERMAINSAND
STORMSEWERSIStB"ORLE55. �; , g mr
COMMUNICATIONNOTES: io. THEcoNrancroasHnucoNrncTnuunuTvcoManwESioLocniE oE
MHINS, CON�UITS, SERVICE LME$ ETG WITHIN THE CONSTRUCTION LIMITS. 10. IFANV EXISTING STRIICTURES TO REMAIN ARE �AMHGEO �URING ; i
C� LINE�SDTOCONN�ECTOIONPOINTASSHOWNMADJUSTqONSERVICE qNDMAINTENANCE�URINGCONSTRUCTION(INCOOPERiIONWITHPP�RT TOREPAURAND/ORREPLACETHEERISTINGST�RUCTUREq51BILITY „ 3
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. REQIIIRE�. PVCCON�UITTOBEINSTALLE�WITHPULLSTRINGS. pPpLICABLEUTILITYCOMPANV ISTNEE%PRESSEDRESPONSIBILITVOFTHE
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CONTRACTORTO PROVIOE WITH COOR�INNTION WITH MEPAN� CONTRHCTOR c 3 3 3
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11. ALLSPOTELEVATIONSARETOFlNISHEDGRA�E WEHTHER,PROVI�EA�EpUATE�EWATERING,�RHINAGEHN�
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS
�2. COMPACTED'B" BORROW BACK FlLL FEpD.OVER ALL UTILITIES IN PAVEO
IRON PIN WIRi T4: fPP � I I AREA& 12 COMPHCTE�'B"80RROWBHCKFlLLREOUIREOOVERALL
� FOUND Ai CORNh k UTILITIES IN PNVE� HREAS.
13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING CONTRACTOR SHALL
ADJUSTAND/ORCUTEXISTINGPAVEMENTASNECESSARYTOASSUREA 13. ALLUTILITVSTRUQURESINPAVE�AREASSHALLBEFWSHWITH
NE898.0] I SMOOTHFITNN�CONTINOOUSGRH�E.BIITTJOINT55HALLBEPROVI�E�AT PAVEMENTANDSHALLHAVETRAFFICBEHRMGRINGANpCOVERS.
TRHNSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT.
� CONNECTTOII 10. PROVI�ETHRUSTBLOCKSFORHLLWNTERLMEBENDSHN�TEES,
� EXISTINGSTUB I I 14. ANYPARTOFSANITNRVORSTORMSEWERTRENCHESRUNNINGUNOEROR INCW�INGTHPCONNECTION.
_-- �y -- ,.TC=898.Q WITHINS'OFPHVEMENTTOBEBACKFlLLEOWITHGRANOLARMATERIAL.
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55 EXISTING(8942±) a O.S.H.A.STANDARDSFORWORHERSAFETY. qN�FIRELINE.COORDINATEWITHPWMBINGORAWINGS.
16. THECONTRACTORSHALLWNFlRMALLEARTHWORNpl1ANTITIESPRIORTO 16. COOR�INATELOCHTIONOFELECTRICALAN�COMMUNICATION
898.Bfi � I THESTARTOFCONSTRUCTION.IFANEXCESSORSHORTAGEOFENRTHIS LWESWITHLOCALUTILITIES.
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21. SHNITARVSEWERIATERAL,WHTERSERVICE,B - 3 P � i$ __
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BASEMENT WALKOUT, PATIOS, DECNS, PORCHES, SUPPORT p�, q�L �ISTURBED AREA SHALL BE STABILRED IN ACCOROANCE TO THE STORM ELEVATIONS. �0 ��I I I III\���
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' 24. CONTRACTORTOCONNEQDOWNSPOUTSINTOTHEEXISTING
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