goldenstate - gswater.com · engineering design made a reasonable review of available recor\ൄs...

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SAMPLE A 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, CALIFORNIA VICINITY 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:

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SAMPLEA 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:

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1"=40'
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N.T.S..T.S.T.S.
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X:\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
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1 T-1 TITLE SHEET 2 P-1 PLAN
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THIS 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.
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REVISION
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APPROVED
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DATE:
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BY:
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DATE:
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No.
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BY:
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A Subsidiary of American States Water Company
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1920 WEST CORPORATE WAY, ANAHEIM, CA 92801 PHONE: (714) 535-7711 FAX: (714) 535-8685
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OF
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SHEET(S)
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DWG NO:
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DWG DESC:
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SCALE:
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DISTRICT:
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SYSTEM:
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BUDGET
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YEAR
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GROUP
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SYSTEM MAP NO:
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THOMAS
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GUIDE
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REVIEWED & APPROVED BY:
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R.C.E. NO.
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DATE:
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FIELD CHECK &
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SERVICE SURVEY
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DESIGN
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BY:
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DATE:
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DRAWING PREPARED
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BY:
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DATE:
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AS-BUILT RECORDS
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BY
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DATE:
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PROCESSED TAX CODE
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NO.
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BY:
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DATE:
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2016
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53
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SYS-NNN
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PAGE
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COORD
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DISTRICT
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SYSTEM
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NAME
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MM/DD/YYYY
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NAME
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MM/DD/YYYY
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PROJECT TITLE:
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JURISDICTION:
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FRANCHISE NUMBER:
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W.O.
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SHEET NUMBER:
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6
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6
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E(AB)
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STREET ADDRESS
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PROPOSED 6" FIRE HYDRANT
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EXISTING 6" FIRE HYDRANT
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AIR VACUUM RELEASE VALVE
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PROPOSED PIPE CAP
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EXISTING PIPE CAP
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PROPOSED COUPLING
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EXISTING COUPLING
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PIPELINE FLUSH OUT
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PROPOSED GATE VALVE
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EXISTING GATE VALVE
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EXISTING MANHOLE
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PROPOSED REDUCER
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EXISTING REDUCER
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EASEMENT
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GSWC PROPOSED WATER MAIN
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GSWC EXISTING WATER MAIN
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ABANDONED UTILITY (EX.; ELECTRIC)
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EXISTING ELECTRIC
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EXISTING FIBER OPTIC
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EXISTING GAS
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EXISTING OVERHEAD UTILITY
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EXISTING MWD
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EXISTING OIL
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EXISTING RECLAIMED WATER
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EXISTING SEWER
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EXISTING STORM DRAIN
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EXISTING STREET LIGHT
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EXISTING TELEPHONE
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EXISTING TRAFFIC SIGNAL
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EXISTING CABLE/TELEVISION
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EXISTING UNKNOWN UTILITY
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12345
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4
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EXISTING 4" FIRE HYDRANT
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FIRE SERVICE
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IRRIGATION SERVICE
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FS
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IRR
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INVERT
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FIRE HYDRANT
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FH
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DOMESTIC SERVICE
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DS
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STREET NAME
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STREET NAME
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STREET NAME
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1. 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 DAYS OF ADVANCE NOTICE TO GSWC PRIOR CONTRACTOR SHALL PROVIDE MINIMUM OF 5 WORKING DAYS OF ADVANCE NOTICE TO GSWC PRIOR TO PERFORMING THE PIPELINE TIE-IN WORK AND SHALL COORDINATE ITS CONSTRUCTION ACTIVITIES WITH GSWC STAFF. 15. CONTRACTOR SHALL NOT BLOCK DRIVEWAYS AND MUST MAKE PROVISIONS TO ENSURE THAT CONTRACTOR SHALL NOT BLOCK DRIVEWAYS AND MUST MAKE PROVISIONS TO ENSURE THAT HOMEOWNERS CAN ENTER AND EXIT THEIR DRIVEWAYS DURING CONSTRUCTION. 16. EXISTING SERVICES SHALL NOT BE INTERRUPTED. ABANDONMENT OF OLD SERVICE SHALL BE DONE EXISTING SERVICES SHALL NOT BE INTERRUPTED. ABANDONMENT OF OLD SERVICE SHALL BE DONE WHEN THE NEW PIPELINE IS IN SERVICE TO AVOID SERVICE INTERRUPTION. 17. CONTRACTOR MUST MEET ALL CAL/OSHA AND CAL/EPA REQUIREMENTS, GSWC SPECIFICATION CONTRACTOR MUST MEET ALL CAL/OSHA AND CAL/EPA REQUIREMENTS, GSWC SPECIFICATION SECTION 6000, SUB SECTION 24E, AND AWWA WORK PRACTICES FOR ASBESTOS-CEMENT PIPE OPERATIONS. ALL REMOVED A.C. PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS. CONTRACTOR SHALL PROVIDE THE GSWC INSPECTOR WITH PAPER CUSTODY TRAIL DOCUMENTATION OF DISPOSAL. 18. CONTRACTOR SHALL REMOVE ALL USA MARKINGS AT THE COMPLETION OF THE PROJECT. CONTRACTOR SHALL REMOVE ALL USA MARKINGS AT THE COMPLETION OF THE PROJECT. 19. EXISTING CONCRETE CROSS GUTTER TO BE PROTECTED IN PLACE. CONTRACTOR SHALL TUNNEL EXISTING CONCRETE CROSS GUTTER TO BE PROTECTED IN PLACE. CONTRACTOR SHALL TUNNEL UNDER ALL CURBS AND GUTTERS AND PROVIDE SLURRY BACKFILL TO MAINTAIN INTEGRITY. ANY DAMAGED CONCRETE WORK INCLUDING BUT NOT LIMITED TO SIDEWALK, CURB & GUTTER, WHEEL CHAIR RAMP AND CROSS GUTTER SHALL BE REPLACED BY CONTRACTOR PER LOCAL JURISDICTION REQUIREMENTS. 20. THE DEVELOPER SHALL INSTALL AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW THE DEVELOPER SHALL INSTALL AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY (LEAD FREE) DOWNSTREAM FROM THE DOMESTIC AND IRRIGATION SERVICE METER PER GSWC STD. DWG. NO. P-35A. 21. THE DEVELOPER SHALL INSTALL AN APPROVED DOUBLE CHECK DETECTOR ASSEMBLY DOWNSTREAM FROM THE FIRE SERVICE LEAD PER GSWC STD. DWG. NO. P-35B. 22. CONTRACTOR SHALL REPLACE DAMAGED TRAFFIC LOOPS AFFECTED BY THE PROJECT PER THE REQUIREMENTS OF THE CITY OR COUNTY. CITY OR COUNTY. . 23. THE DEVELOPER OR HIS AUTHORIZED REPRESENTATIVE SHALL VERIFY THE LOCATIONS OF PROPOSED THE DEVELOPER OR HIS AUTHORIZED REPRESENTATIVE SHALL VERIFY THE LOCATIONS OF PROPOSED SERVICES IN THE FIELD AND COORDINATE WITH GSWC REPRESENTATIVE PRIOR TO INSTALLATION.
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CONSULTANT INFORMATION DOING THE DESIGN
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TRENCH DETAIL PER JURISDICTION

SAMPLEV

V

M

UB

UB

M

M

M

V

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V

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M/B

M

F/H

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M

S

MH

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U/O

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F/H

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S

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U/OU/O

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S

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RE

ET

N

AM

E

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A STREET

B S

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1 inch = ft.

GRAPHIC SCALE

40

CONSTRUCTION NOTES:

P-1

PLAN

2

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

N

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100
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LOT 18
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PROPOSED 8" PVC ON 14' W/
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STA 21+86
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STA 24+02
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STA 25+09 A STREET =STA 13+22 B STREET TEE, MJxFE 1-G.V., FExMJ
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PROPOSED 8" PVC BEND PIPE AS REQUIRED BUT NOT TO EXCEED MANUFACTURERS SPECIFICATIONS
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STA 19+66 6"x4"x2 " FH12" FH FH
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STA 9+83 6"x4"x2 " FH 12" FH FH
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EXISTING 8" AC 53' E/ (80-354) PROTECT IN PLACE
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10" AC (80-354)
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EXISTING 10" AC 53' E/ (85-638) PROTECT IN PLACE
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EXIST. SEWER 5' E/
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EXIST. 72" STORM DRAIN 46' E/
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EXIST. GAS 15' W/
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PROP. SEWER 52' E/
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PROP. SEWER 5' N/
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PROP. 36" SD 5' S/
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PROP. STORM DRAIN 24.5' E/
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ABAND. 4" STL
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ABAND. 4" STL
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PROPOSED SEWER (BY OTHERS)
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X:\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
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INSTALL 8" P.V.C. PIPE PER GSWC STD. DWG. NO. P-3 AND GSWC SPECIFICATIONS.
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INSTALL "MAIN SIZE" M.J. GATE VALVE WITH VALVE BOX TYPE 3 AND ANCHOR
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(IF APPLICABLE) TO GRADE PER GSWC STD. DWG. NOs. P-32 AND P-43.
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INSTALL "MAIN SIZE" F.E. x M.J. GATE VALVE WITH VALVE BOX TYPE 3 AND
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ANCHOR (IF APPLICABLE) TO GRADE PER GSWC STD. DWG. NOs. P-32 AND P-43.
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INSTALL STANDARD WET BARREL FIRE HYDRANT ASSEMBLY (SIZE AS SHOWN) PER GSWC STD. DWG. NO. P-8 WITH TRACER WIRE TERMINAL BOX.
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INSTALL "MAIN SIZE" 22 D.I. BEND WITH THRUST BLOCK PER 12° D.I. BEND WITH THRUST BLOCK PER GSWC STD. DWG. NO. P-18.
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INSTALL "MAIN SIZE" 45° D.I. BEND WITH THRUST BLOCK PER D.I. BEND WITH THRUST BLOCK PER GSWC STD. DWG. NO. P-18.
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INSTALL "MAIN SIZE" 90° D.I. BEND WITH THRUST BLOCK PER GSWC STD. DWG. NO. P-18.
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INSTALL "MAIN SIZE" x 6" D.I. REDUCER WITH THRUST BLOCK PER PER GSWC STD. DWG. NO. P-18..
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INSTALL "MAIN SIZE" D.I. TEE WITH THRUST BLOCK PER GSWC STD. PER GSWC STD. DWG. NO. P-24..
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INSTALL "MAIN SIZE" x 8" TAPPING SLEEVE WITH 8" F.E.xM.J. TAPPING VALVE AND THRUST BLOCK PER GSWC STD. DWG. NO. P-23.PER GSWC STD. DWG. NO. P-23..
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60
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65
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INSTALL "MAIN SIZE" D.I. ADAPTER, F.E.xM.J.
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INSTALL 1" DOMESTIC SERVICE WITH " METER PER GSWC STD. 58" METER PER GSWC STD. DWG. NO. P-25 AND P-26.
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INSTALL 2" IRRIGATION SERVICE PER GSWC STD. DWG. NO. P-25, P-27 AND P-35A.
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107
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THIS 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.
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REVISION
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APPROVED
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DATE:
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BY:
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DATE:
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No.
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BY:
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A Subsidiary of American States Water Company
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1920 WEST CORPORATE WAY, ANAHEIM, CA 92801 PHONE: (714) 535-7711 FAX: (714) 535-8685
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OF
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SHEET(S)
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DWG NO:
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DWG DESC:
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SCALE:
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DISTRICT:
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SYSTEM:
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BUDGET
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YEAR
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GROUP
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SYSTEM MAP NO:
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THOMAS
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GUIDE
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REVIEWED & APPROVED BY:
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R.C.E. NO.
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DATE:
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FIELD CHECK &
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SERVICE SURVEY
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DESIGN
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BY:
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DATE:
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DRAWING PREPARED
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BY:
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DATE:
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AS-BUILT RECORDS
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BY
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DATE:
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PROCESSED TAX CODE
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NO.
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BY:
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DATE:
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2016
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53
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SYS-NNN
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PAGE
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COORD
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DISTRICT
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SYSTEM
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NAME
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MM/DD/YYYY
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NAME
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MM/DD/YYYY
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PROJECT TITLE:
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JURISDICTION:
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FRANCHISE NUMBER:
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W.O.
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SHEET NUMBER: