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  • SAMP

    LEA Subsidiary of American States Water Company

    Golden

    Water Company

    State

    TRACT XXXX

    PROJECT LOCATION

    28-1" DS, 2-2" IRR, & 5-6" FH

    CITY OF XXXX, CALIFORNIAVICINITY MAP

    N

    LIST OF DRAWINGS

    SHEET DRAWING DESCRIPTION

    T-1

    TITLE SHEET

    1

    Golden State

    W a t e r C o m p a n y

    Know what's below.before you dig.Call

    R

    PROJECT_TITLE

    PROJECT_LOCATION

    PROJECT_DESCRIPTION

    PUBLIC JURISDICTION

    FRANCHISE_NO

    X

    12345678

    BLOCK SYMBOL DESCRIPTION

    LEGEND

    PROJECT

    LOCATION

    CONSULTANT

    ENGINEERS

    STAMP

    GENERAL NOTES:

    AutoCAD SHX Text1"=40'

    AutoCAD SHX TextN.T.S..T.S.T.S.

    AutoCAD SHX TextX:\Engineering Design Center\Users\Vicki Harden\Desktop save\Misc Cadd Info\Misc cad\sample for developer\32631379 - R1 - Standard\32631379 - R1 SAMPLE.dwg 11/27/2017 12:32 PM Harden, Vicki 11/27/2017 12:32 PM Harden, Vicki11/27/2017 12:32 PM Harden, Vicki Harden, VickiHarden, Vicki

    AutoCAD SHX Text 1 T-1 TITLE SHEET 2 P-1 PLAN

    AutoCAD SHX TextTHIS PLAN WAS PREPARED BY THE STAFF OF GSWC ENGINEERING DESIGN. ENGINEERING DESIGN MADE A REASONABLE REVIEW OF AVAILABLE RECORDS AND A VISUAL INSPECTION OF THE PROJECT AREA TO COMPLETE THE INFORMATION GIVEN HEREON INCLUDING THE EXISTENCE AND LOCATION OF SUBSTRUCTURES AND UNDERGROUND UTILITY PIPES. HOWEVER GSWC DOES NOT WARRANTY THE INFORMATION GIVEN HEREON. THE CONTRACTOR, IN ADDITION TO COMPLYING WITH THE PROCEDURES OF UNDERGROUND SERVICE ALERT, IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO LOCATE AND PROTECT THE ABOVE AND BELOW GROUND STRUCTURES IN THE VICINITY OF THE PROJECT.

    AutoCAD SHX TextREVISION

    AutoCAD SHX TextAPPROVED

    AutoCAD SHX TextDATE:

    AutoCAD SHX TextBY:

    AutoCAD SHX TextDATE:

    AutoCAD SHX TextNo.

    AutoCAD SHX TextBY:

    AutoCAD SHX TextA Subsidiary of American States Water Company

    AutoCAD SHX Text1920 WEST CORPORATE WAY, ANAHEIM, CA 92801 PHONE: (714) 535-7711 FAX: (714) 535-8685

    AutoCAD SHX TextOF

    AutoCAD SHX TextSHEET(S)

    AutoCAD SHX TextDWG NO:

    AutoCAD SHX TextDWG DESC:

    AutoCAD SHX TextSCALE:

    AutoCAD SHX TextDISTRICT:

    AutoCAD SHX TextSYSTEM:

    AutoCAD SHX TextBUDGET

    AutoCAD SHX TextYEAR

    AutoCAD SHX TextGROUP

    AutoCAD SHX TextSYSTEM MAP NO:

    AutoCAD SHX TextTHOMAS

    AutoCAD SHX TextGUIDE

    AutoCAD SHX TextREVIEWED & APPROVED BY:

    AutoCAD SHX TextR.C.E. NO.

    AutoCAD SHX TextDATE:

    AutoCAD SHX TextFIELD CHECK &

    AutoCAD SHX TextSERVICE SURVEY

    AutoCAD SHX TextDESIGN

    AutoCAD SHX TextBY:

    AutoCAD SHX TextDATE:

    AutoCAD SHX TextDRAWING PREPARED

    AutoCAD SHX TextBY:

    AutoCAD SHX TextDATE:

    AutoCAD SHX TextAS-BUILT RECORDS

    AutoCAD SHX TextBY

    AutoCAD SHX TextDATE:

    AutoCAD SHX TextPROCESSED TAX CODE

    AutoCAD SHX TextNO.

    AutoCAD SHX TextBY:

    AutoCAD SHX TextDATE:

    AutoCAD SHX Text2016

    AutoCAD SHX Text53

    AutoCAD SHX TextSYS-NNN

    AutoCAD SHX TextPAGE

    AutoCAD SHX TextCOORD

    AutoCAD SHX TextDISTRICT

    AutoCAD SHX TextSYSTEM

    AutoCAD SHX TextNAME

    AutoCAD SHX TextMM/DD/YYYY

    AutoCAD SHX TextNAME

    AutoCAD SHX TextMM/DD/YYYY

    AutoCAD SHX TextPROJECT TITLE:

    AutoCAD SHX TextJURISDICTION:

    AutoCAD SHX TextFRANCHISE NUMBER:

    AutoCAD SHX TextW.O.

    AutoCAD SHX TextSHEET NUMBER:

    AutoCAD SHX Text6

    AutoCAD SHX Text6

    AutoCAD SHX TextE(AB)

    AutoCAD SHX TextSTREET ADDRESS

    AutoCAD SHX TextPROPOSED 6" FIRE HYDRANT

    AutoCAD SHX TextEXISTING 6" FIRE HYDRANT

    AutoCAD SHX TextAIR VACUUM RELEASE VALVE

    AutoCAD SHX TextPROPOSED PIPE CAP

    AutoCAD SHX TextEXISTING PIPE CAP

    AutoCAD SHX TextPROPOSED COUPLING

    AutoCAD SHX TextEXISTING COUPLING

    AutoCAD SHX TextPIPELINE FLUSH OUT

    AutoCAD SHX TextPROPOSED GATE VALVE

    AutoCAD SHX TextEXISTING GATE VALVE

    AutoCAD SHX TextEXISTING MANHOLE

    AutoCAD SHX TextPROPOSED REDUCER

    AutoCAD SHX TextEXISTING REDUCER

    AutoCAD SHX TextEASEMENT

    AutoCAD SHX TextGSWC PROPOSED WATER MAIN

    AutoCAD SHX TextGSWC EXISTING WATER MAIN

    AutoCAD SHX TextABANDONED UTILITY (EX.; ELECTRIC)

    AutoCAD SHX TextEXISTING ELECTRIC

    AutoCAD SHX TextEXISTING FIBER OPTIC

    AutoCAD SHX TextEXISTING GAS

    AutoCAD SHX TextEXISTING OVERHEAD UTILITY

    AutoCAD SHX TextEXISTING MWD

    AutoCAD SHX TextEXISTING OIL

    AutoCAD SHX TextEXISTING RECLAIMED WATER

    AutoCAD SHX TextEXISTING SEWER

    AutoCAD SHX TextEXISTING STORM DRAIN

    AutoCAD SHX TextEXISTING STREET LIGHT

    AutoCAD SHX TextEXISTING TELEPHONE

    AutoCAD SHX TextEXISTING TRAFFIC SIGNAL

    AutoCAD SHX TextEXISTING CABLE/TELEVISION

    AutoCAD SHX TextEXISTING UNKNOWN UTILITY

    AutoCAD SHX Text12345

    AutoCAD SHX Text4

    AutoCAD SHX TextEXISTING 4" FIRE HYDRANT

    AutoCAD SHX TextFIRE SERVICE

    AutoCAD SHX TextIRRIGATION SERVICE

    AutoCAD SHX TextFS

    AutoCAD SHX TextIRR

    AutoCAD SHX TextINVERT

    AutoCAD SHX TextFIRE HYDRANT

    AutoCAD SHX TextFH

    AutoCAD SHX TextDOMESTIC SERVICE

    AutoCAD SHX TextDS

    AutoCAD SHX TextSTREET NAME

    AutoCAD SHX TextSTREET NAME

    AutoCAD SHX TextSTREET NAME

    AutoCAD SHX Text1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE GOLDEN ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE GOLDEN STATE WATER COMPANY (GSWC) STANDARD DRAWINGS AND SPECIFICATIONS. 2. SHUT DOWN FOR TIE-INS SHALL BE SCHEDULED DURING NORMAL WORKING HOURS SHUT DOWN FOR TIE-INS SHALL BE SCHEDULED DURING NORMAL WORKING HOURS UNLESS MODIFIED BY THE PERMIT CONDITIONS, SPECIFICATIONS OR DRAWINGS. 3. WORKING HOURS SHALL BE FROM 7:00 AM TO 4:00 PM OR AS REQUIRED BY THE CITY OR WORKING HOURS SHALL BE FROM 7:00 AM TO 4:00 PM OR AS REQUIRED BY THE CITY OR CITY OR COUNTY. . 4. PRIOR TO THE ACCEPTANCE OF THE WATER SYSTEM BY GSWC, ONE SET OF "AS-BUILT" PLANS PRIOR TO THE ACCEPTANCE OF THE WATER SYSTEM BY GSWC, ONE SET OF "AS-BUILT" PLANS SHALL BE SUBMITTED TO GSWC BY THE CONTRACTOR. CONTRACTOR'S "AS-BUILT" SHALL PROVIDE A THREE-WAY TIEBACK DIMENSION FROM STATIONED OBJECTS, SUCH AS A FIRE HYDRANT, MANHOLE & DRAINAGE INLET TO EACH SERVICE, UNDERGROUND VALVE AND PIPE FITTING. 5. TRENCHING, EXCAVATION, BEDDING, AND BACKFILL SHALL BE AS PER GSWC STANDARDS. PAVEMENT TRENCHING, EXCAVATION, BEDDING, AND BACKFILL SHALL BE AS PER GSWC STANDARDS. PAVEMENT REPLACEMENT SHALL BE AS PER THE REQUIREMENTS OF THE CITY OR COUNTY. CITY OR COUNTY. . 6. WORK SHALL CONFORM TO THE FOLLOWING THE CITY OR COUNTY STANDARDS AND DETAILS FOR WORK SHALL CONFORM TO THE FOLLOWING THE CITY OR COUNTY STANDARDS AND DETAILS FOR CITY OR COUNTY STANDARDS AND DETAILS FOR STANDARDS AND DETAILS FOR ANY CONCRETE REPAIR WORK (CURB, GUTTER, SIDEWALK, ETC.). 7. PROPOSED DUCTILE IRON PIPE FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS OTHERWISE PROPOSED DUCTILE IRON PIPE FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS OTHERWISE NOTED ON DRAWINGS. 8. ALL FITTINGS, VALVES AND EXPOSED METALLIC PARTS SHALL BE ENCASED WITH 8 MIL THICK ALL FITTINGS, VALVES AND EXPOSED METALLIC PARTS SHALL BE ENCASED WITH 8 MIL THICK POLYETHYLENE. POLYETHYLENE ENCASEMENT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AWWA STANDARD C105. 9. THE CAPITAL PROGRAM ENGINEER SHALL BE NOTIFIED TWO (2) WORKING DAYS PRIOR TO THE THE CAPITAL PROGRAM ENGINEER SHALL BE NOTIFIED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION TO SCHEDULE INSPECTION SERVICES. THE CAPITAL PROGRAM ENGINEER OR HIS DESIGNATED INSPECTOR OF RECORD SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS WITH THE PUBLIC WATER SYSTEM DURING THE CONSTRUCTION OF THIS PROJECT. 10. THE GOLDEN STATE WATER COMPANY IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) THE GOLDEN STATE WATER COMPANY IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE CALL PROGRAM. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. TWO (2) WORKING DAYS IN ADVANCE OF PERFORMING ANY EXCAVATION BY CALLING THE TOLL-FREE NUMBER 811. 11. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO MATCH PRE-CONSTRUCTION CONDITION THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO MATCH PRE-CONSTRUCTION CONDITION OR BETTER AFTER COMPLETION OF THE PROJECT. 12. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, AND THE ACCURACY OR COMPLETENESS OF THE UTILITIES ON THE DRAWINGS IS NOT GUARANTEED. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXISTING SITE CONDITIONS. ANY DISCREPANCIES FOUND OR ANY DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE RECORDED ON THE AS-BUILTS AND REPORTED TO THE ENGINEER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION OF EXISTING WATER MAIN TIE-IN LOCATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION OF EXISTING WATER MAIN TIE-IN LOCATIONS TO VERIFY PIPE SIZE, TYPE & LOCATION BEFORE START OF CONSTRUCTION WORK AND SHALL HAVE ALL REQUIRED PIPE MATERIALS, VALVES & APPURTENANCES NEEDED FOR THE WORK. 14. CONTRACTOR SHALL PROVIDE MINIMUM OF 5 WORKING D

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