2020-03 Annual Sewer Repl - Volume 2 Drawings.pdf

PDF 43 MB Posted Apr 7, 2025

Attached to: 2020 Annual Sewer Replacement Project Phase 1 State and local contract opportunity
Solicitation number: 202003
Issued by: Alameda County, California

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Written by GovTribe AI · Apr 10, 2025

This is a comprehensive set of engineering and construction drawings for the 2020 Annual Sewer Replacement Project Phase 1, prepared by the City of Livermore's Community Development Department - Engineering Division. The project involves replacing existing sewer mainline pipes, laterals, and maintenance holes across multiple streets in Livermore, California, including work on First Street, Holmes Street, South "S" Street, Fourth Street, Marguerite Street, Aaron Street, and other local roadways. The project includes preparatory street cleaning, asphalt concrete pavement and base repairs, pavement grinding, open trench construction, removal of existing infrastructure, CIPP (Cured-In-Place Pipe) lining, utility coordination, traffic striping removal and replacement, concrete repair, crack sealing, micro-surfacing, and asphalt overlays.

The project requires a Class "A" (General Engineering) Contractor's License and involves extensive infrastructure rehabilitation with significant technical specifications. The contract documents detail precise construction methods, including specific pipe replacement techniques, maintenance hole installations, and pavement restoration requirements. The project is funded through the City of Livermore and involves coordinating with multiple utility providers, including CalWater for water line relocations. The construction will require careful traffic management, with contractors mandated to maintain at least one lane of traffic in each direction and provide advance notification to residents and city departments. The total project area spans multiple street segments, with detailed plan sheets showing exact locations, pipe routes, and restoration requirements.

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2020-03 Annual Sewer Repl - Volume 1 Specifications.pdf	PDF	Apr 7, 2025

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Lawrence Livermore

Lab

Sandia Lab

Las Positas

Las Positas Golf Course

City Limits

City Limits College

Airport Municipal

CITY OF LIVERMORE

OCTOBER 2024

TITLE SHEET, SHEET INDEX,

AND LOCATION MAP

T-1

NTS

CITY PROJECT NO. 2020-03

2020 ANNUAL SEWER REPLACEMENT PROJECT - PHASE 1

City Project No. 2020-03

CITY OF

COMMUNITY DEVELOPMENT DEPARTMENT - ENGINEERING DIVISION

A L I F O R N I AC

RED PROFESS IONAL ENGI NEER

STAT E OF CA L I FORN I AC I V I L

No. C73472MU

HY KAD IYALA

RECOMMENDED FOR APPROVAL:

I S

RED PROFESS IONAL ENGI NEER

STAT E OF CA L I FORN I AC I V I L

No. C49965JO

EL WAXDECK

COMMUNITY DEVELOPMENT DEPARTMENT

2020 ANNUAL SEWER REPLACEMENT PROJECT - PHASE 1

SHEET INDEX

SHEET NO. DRAWING NO. DESCRIPTION

PLANS FOR THE CONSTRUCTION OF

PROJECT

LOCATION

LOCATION MAP

LAYDOWN AREA

APPROVED BY CITY OF LIVERMORE:

PLANS AND SPECIFICATIONS:

PREPARED UNDER THE DIRECTION OF:

CONTRACTOR'S LICENSE CLASSIFICATION:

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AutoCAD SHX Text DWG PATH: \\WCOSERV1\PROJECT WCO\665 CITY OF LIVERMORE, ANNUAL SEWER REPLACEMENT 2020\4 DWG\CURRENT SUBMITTAL\01-GEN\OLD KMART PHASE 2\665-G01-KMART-PHASE 2.DWG PLOT DATE/TIME:3/12/2025 10:23:04 AM

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AutoCAD SHX Text VINCENT SENDAYDIEGO DATE DATE JUNIOR CIVIL ENGINEER RICK TECZON DATE DATE SENIOR CIVIL ENGINEER RCE NO. C61765 EXP. 06/30/2025 06/30/2025 XIAOJIA LIU DATE DATE TRAFFIC ENGINEER RTE NO. 2967 EXP. 06/30/2025 06/30/2025 DATE DATE MICHAEL WELLS DATE DATE PUBLIC WORKS SUPERVISOR

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STAGING & LAYDOWN AREA PLAN

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CURB RAMP REPLACEMENT INTERSECTION OF HOLMES ST. & SOUTH S ST.

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SCALE: NONE

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JOEL WAXDECK DATE DATE CITY ENGINEER RCE NO. C49965 EXP. 12/31/202712/31/2027

AutoCAD SHX Text MURTHY KADIYALA DATE DATE CIVIL ENGINEER RCE NO. C73472 EXP. 12/31/202612/31/2026

AutoCAD SHX Text IN ACCORDANCE WITH THE PROVISIONS OF CALIFORNIA PUBLIC CONTRACT CODE SECTION 3300, THE CITY OF LIVERMORE HAS DETERMINED THAT THE GENERAL CONTRACTOR SHALL POSSESS A VALID CLASS "A" (GENERAL ENGINEERING) CONTRACTOR'S LICENSE AT THE TIME OF BID OPENING AND FOR THE DURATION OF THE CONTRACT.

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2020 ANNUAL SEWER REPLACEMENT PROJECT - PHASE 1

City Project No. 2020-03

CITY OF

COMMUNITY DEVELOPMENT DEPARTMENT - ENGINEERING DIVISION

A L I F O R N I AC

I S

RED PROFESS IONAL ENGINEER

STAT E OF CA L I FORN I AC I V I L

No. C73472MU

HY KADIYALA GENERAL NOTES,

ABBREVIATIONS, LEGEND

G-1

NTS

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%%ULINE TYPES

AutoCAD SHX Text GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF LIVERMORE STANDARD SPECIFICATIONS AND DETAILS AND TO ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF LIVERMORE STANDARD SPECIFICATIONS AND DETAILS AND TO THE LATEST CALTRANS STANDARD DETAILS AND SPECIFICATIONS, WHERE APPLICABLE. 2. INSTALL PIPE TRENCH AS PER CITY STANDARD DETAIL G-1A OR G-1E UNLESS OTHERWISE NOTED AND IN ACCORDANCE WITH INSTALL PIPE TRENCH AS PER CITY STANDARD DETAIL G-1A OR G-1E UNLESS OTHERWISE NOTED AND IN ACCORDANCE WITH STANDARD CITY SPECIFICATIONS. 3. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) NORTH 811 OR 800-642-2444, 48 HOURS PRIOR TO CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) NORTH 811 OR 800-642-2444, 48 HOURS PRIOR TO START OF EXCAVATION OR DEMOLITION OF IMPROVEMENTS. 4. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THESE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THESE PLANS. 5. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES AS REQUIRED BY CITY'S REPRESENTATIVE AND THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES AS REQUIRED BY CITY'S REPRESENTATIVE AND THE BAAQMD. CONTRACTOR IS RESPONSIBLE TO OBTAIN AND PAY FEES FOR ALL REQUIRED PERMITS, AND CONFORM TO PERMIT REQUIREMENTS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS DUE TO AIR VIOLATIONS. CONTRACTOR SHALL PROVIDE NOISE CONTROL AT ALL TIMES. THE CONTRACTOR SHALL UTILIZE GENERATORS WHICH MEET STRICT NOISE LEVELS FOR RESIDENTIAL SETTINGS. CONTRACTOR SHALL STREET SWEEP DAILY. 6. ANY DAMAGE AND/OR FINES RESULTING FROM SEWAGE OVERFLOW & SPILLAGE CAUSED BY THE CONTRACTOR'S ACTIONS ANY DAMAGE AND/OR FINES RESULTING FROM SEWAGE OVERFLOW & SPILLAGE CAUSED BY THE CONTRACTOR'S ACTIONS SHALL BE BORNE BY THE CONTRACTOR. 7. SEE SPEC. SECTION 015100 FOR INFORMATION REGARDING CONSTRUCTION WATER. CONTRACTOR IS RESPONSIBLE TO OBTAIN SEE SPEC. SECTION 015100 FOR INFORMATION REGARDING CONSTRUCTION WATER. CONTRACTOR IS RESPONSIBLE TO OBTAIN METERS FOR THIS WATER AND PAY ALL COSTS. 8. ALL PIPE GRADES ARE SHOWN AS PIPE INVERT ELEVATIONS. ALL PIPE GRADES ARE SHOWN AS PIPE INVERT ELEVATIONS. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKING CONDITIONS ON THE JOB SITE. INCLUDING THE SAFETY OF THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKING CONDITIONS ON THE JOB SITE. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK, INCLUDING OUTSIDE OF NORMAL WORKING HOURS. EXCAVATIONS AND CONFINED SPACE ENTRIES SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF CAL/OSHA TITLE 8. CONTRACTOR MUST HAVE VALID TRENCH SHORING PERMIT ISSUED BY CAL/OSHA. 10. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM OR EXISTING WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM OR EXISTING WATERWAYS. THIS INCLUDES WASTE FROM PAINTING, SAWCUTTING, CONCRETE WORK, ETC. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO ELIMINATE DISCHARGES TO THE STORM DRAIN SYSTEM/WATERWAYS AND IF NECESSARY PROVIDE AN AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTION. 11. CONTRACTOR SHALL MAINTAIN ALL EQUIPMENT AND CONDUCT ALL OPERATIONS TO COMPLY WITH THE REQUIREMENTS CONTRACTOR SHALL MAINTAIN ALL EQUIPMENT AND CONDUCT ALL OPERATIONS TO COMPLY WITH THE REQUIREMENTS SPECIFIED IN THE CITY OF LIVERMORE MUNICIPAL CODE CHAPTER 9.36 (NOISE) AS AMENDED BY CITY OF LIVERMORE ORDINANCE NO. 1672 (EFFECTIVE DECEMBER 4, 2002). OPERATION OF NOISE PRODUCING EQUIPMENT AS SPECIFIED IN CHAPTER 9.36 AS AMENDED, IS PROHIBITED BETWEEN THE HOURS OF 6:00 P.M. SATURDAY TO 7:00 A.M. MONDAY; 8:00 P.M. TO 7:00 A.M. ON MONDAY, TUESDAY, WEDNESDAY, AND THURSDAY; 8:00 P.M. FRIDAY TO 9:00 A.M. ON SATURDAY, AND ON ALL CITY OBSERVED HOLIDAYS. AT ALL OTHER TIMES, ENGINES, BLOWERS, FANS, ETC., MUST BE EQUIPPED WITH A MUFFLER DEVICE TO DEADEN NOISE IN SUCH MANNER SO AS NOT TO BE PLAINLY AUDIBLE AT A DISTANCE OF 75 FEET FROM THE SOURCE OF THE NOISE. EXCEPTIONS TO THE NOISE PROHIBITIONS MAY BE GRANTED BY THE CITY ENGINEER AS SPECIFIED IN CHAPTER 9.36 AS AMENDED 12. PAVEMENTS TO BE SLURRY SEALED OR MICROSURFACED REQUIRE A PREPARATORY CRACK SEAL AS PER CITY SPECIFICATION SECTION 321200. PAVEMENTS TO BE OVERLAID DO NOT. 13. WHEN BACKFILLING OPERATIONS OF AN EXCAVATION IN THE TRAVELED WAY CANNOT BE PROPERLY COMPLETED WITHIN A WHEN BACKFILLING OPERATIONS OF AN EXCAVATION IN THE TRAVELED WAY CANNOT BE PROPERLY COMPLETED WITHIN A WORK DAY, CONTRACTOR SHALL INSTALL STEEL PLATE BRIDGING AS PER CITY SPECIFICATION SECTION 312300.3.13. 14. ALL WORK SHALL CONFORM TO THE LATEST EDITION AND SUPPLEMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC ALL WORK SHALL CONFORM TO THE LATEST EDITION AND SUPPLEMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK AND/OR SSPWC). ALL WORK SHALL ALSO CONFORM TO THE GENERAL CONDITIONS, GENERAL REQUIREMENTS, TECHNICAL SPECIFICATIONS AND THE BID PROPOSAL OF THIS PROJECT. 15. THE CONTRACT SHALL NOT SHUT OFF WATER SERVICE AT THE CURB AT ANY TIME PER THE CITY OF LIVERMORE RULES THE CONTRACT SHALL NOT SHUT OFF WATER SERVICE AT THE CURB AT ANY TIME PER THE CITY OF LIVERMORE RULES GOVERNING WATER AND ELECTRIC. SHOULD THE CONTRACTOR REQUIRE THAT THE WATER SERVICE BE SHUT OFF TO ANY PRIVATE PROPERTY, ARRANGEMENTS SHALL BE MADE SOLELY BY THE CONTRACTOR WITH THE PROPERTY OWNER. NOTIFY 48 HOURS IN ADVANCE WITH PROPERTY OWNER. 16. CONTRACTOR SHALL NOTIFY RESIDENTS 2 WEEKS AND AGAIN 48 HOURS PRIOR TO COMMENCING PROJECT AND REFER TO CONTRACTOR SHALL NOTIFY RESIDENTS 2 WEEKS AND AGAIN 48 HOURS PRIOR TO COMMENCING PROJECT AND REFER TO SPECIFICATION SECTION 011100.4 FOR ADDITIONAL NOTIFICATION REQUIREMENTS. 17. CONTRACTOR SHALL PLACE ADVANCE WARNING CHANGEABLE MESSAGE SIGNS AS PER CA MUTCD AND CALTRANS STANDARD CONTRACTOR SHALL PLACE ADVANCE WARNING CHANGEABLE MESSAGE SIGNS AS PER CA MUTCD AND CALTRANS STANDARD SPECIFICATIONS SECTION 12-3.32 TWO WEEKS BEFORE CONSTRUCTION AT STANLEY BLVD AND FIRST ST, FIRST ST AND SOUTH Q ST, HOMES ST, AND MURRIETA BLVD. FOURTH ST AND COLLEGE AVE., AND HOLMES ST. AND MOCHO ST. 18. CONTRACTOR SHALL DISPOSE OF MANHOLE FRAMES, COVERS, AND GRADE RINGS SPECIFIED TO BE REMOVED. CONTRACTOR IS CONTRACTOR SHALL DISPOSE OF MANHOLE FRAMES, COVERS, AND GRADE RINGS SPECIFIED TO BE REMOVED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL EXCAVATED SOILS NOT SUITABLE FOR BACKFILL AND DEMOLISHED MATERIAL. 19. CONTRACTOR SHALL PROVIDE THE CITY WITH A SEWER BYPASS PLAN FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONTRACTOR SHALL PROVIDE THE CITY WITH A SEWER BYPASS PLAN FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 20. ALL EXISTING MANHOLES TOUCHED BY THIS PROJECT SHALL BE INSPECTED AND REPAIRED AS NEEDED. ALL EXISTING ALL EXISTING MANHOLES TOUCHED BY THIS PROJECT SHALL BE INSPECTED AND REPAIRED AS NEEDED. ALL EXISTING MANHOLES TO BE REHABILITATED SHALL BE EPOXY COATED PER SPECIFICATION SECTION 099100- PROTECTIVE COATINGS FOR EXISTING CONCRETE SANITARY SEWER MANHOLES. 21. THE CONTRACTOR SHALL KEEP EXISTING STREETS FREE FROM DIRT AND DEBRIS DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL KEEP EXISTING STREETS FREE FROM DIRT AND DEBRIS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO STREET SWEEP CONSTRUCTION AREAS AT THE END OF EACH WORK DAY. 22. DIMENSIONS AND PIPE CROSSINGS ARE BASED ON INFORMATION AVAILABLE AT THE TIME OF DESIGN. CONTRACTOR TO FIELD DIMENSIONS AND PIPE CROSSINGS ARE BASED ON INFORMATION AVAILABLE AT THE TIME OF DESIGN. CONTRACTOR TO FIELD VERIFY UTILITIES TO MAINTAIN THE DESIRED CLEARANCE AS DIRECTED BY CITY. CONTRACTOR TO MAINTAIN A POTHOLE LOG OF ALL EXCAVATIONS FOR POTHOLE EXPLORATION. POTHOLE TO BE BY VACUUM EXCAVATION METHOD UNLESS OPEN TRENCH POTHOLE EXCAVATION REQUIRED. 23. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROTECT AND/OR REPLACE TRAFFIC DETECTOR LOOPS, TRAFFIC SIGNS, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROTECT AND/OR REPLACE TRAFFIC DETECTOR LOOPS, TRAFFIC SIGNS, S RESPONSIBILITY TO PROTECT AND/OR REPLACE TRAFFIC DETECTOR LOOPS, TRAFFIC SIGNS, TRAFFIC SIGNALS, CONDUITS, CABLES, AND PULL BOXES. IF TRAFFIC SIGNAL DETECTOR LOOPS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORK. 24. DAMAGE TO THE DETECTOR LOOPS AT CITY OWNED TRAFFIC SIGNALS SHALL BE REPORTED TO THE CITY AND REPAIRED BY DAMAGE TO THE DETECTOR LOOPS AT CITY OWNED TRAFFIC SIGNALS SHALL BE REPORTED TO THE CITY AND REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSE WITHIN 24 HOURS OF DISRUPTION OF SERVICE. 25. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL SUBMIT TO CITY CONSTRUCTION STAGING PLANS, TRAFFIC HANDLING PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL SUBMIT TO CITY CONSTRUCTION STAGING PLANS, TRAFFIC HANDLING PLANS, WORK SCHEDULE. THE TRAFFIC HANDLING PLAN MUST BE APPROVED BY CITY PRIOR TO COMMENCING WORK. 26. INSTALL PIPE TRENCH PER CITY STANDARD DETAIL G-1A OR G-1E UNLESS OTHERWISE NOTED AND IN ACCORDANCE WITH INSTALL PIPE TRENCH PER CITY STANDARD DETAIL G-1A OR G-1E UNLESS OTHERWISE NOTED AND IN ACCORDANCE WITH STANDARD CITY SPECIFICATIONS. 27. NO MORE THAN 300 LINEAR FEET OF CONTINUOUS EXCAVATION SHALL BE OPENED AT ONE TIME. EXCAVATION ONLY AT THE NO MORE THAN 300 LINEAR FEET OF CONTINUOUS EXCAVATION SHALL BE OPENED AT ONE TIME. EXCAVATION ONLY AT THE LENGTH OF TRENCH WHICH CAN BE BACKFILLED AND COMPACTED TO SPECIFIED REQUIREMENTS IN THE SAME DAY. TEMPORARY PAVEMENT MUST BE PLACED IN THE SAME DAY. 28. PROVIDE AND MAINTAIN APPROPRIATE TRAFFIC CONTROL IN ACCORDANCE WITH LATEST EDITION OF CALTRANS “CALIFORNIA PROVIDE AND MAINTAIN APPROPRIATE TRAFFIC CONTROL IN ACCORDANCE WITH LATEST EDITION OF CALTRANS “CALIFORNIA CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, AND CITY APPROVED TRAFFIC CONTROL PLANS. FAILURE TO COMPLY MAY , AND CITY APPROVED TRAFFIC CONTROL PLANS. FAILURE TO COMPLY MAY RESULT IN IMMEDIATE STOPPAGE OF WORK UNTIL PROPER TRAFFIC CONTROL IS IN PLACE.

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AutoCAD SHX Text DWG PATH: \\WCOSERV1\PROJECT WCO\665 CITY OF LIVERMORE, ANNUAL SEWER REPLACEMENT 2020\4 DWG\CURRENT SUBMITTAL\01-GEN\OLD KMART PHASE 2\665-G02-KMART-PHASE 2.DWG PLOT DATE/TIME:3/12/2025 10:24:31 AM

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AutoCAD SHX Text CIPP LINING NOTES 1. UNDERGROUND UTILITY INFORMATION WAS COMPILED USING AVAILABLE RECORD INFORMATION AND GIS FROM THE CITY OF UNDERGROUND UTILITY INFORMATION WAS COMPILED USING AVAILABLE RECORD INFORMATION AND GIS FROM THE CITY OF LIVERMORE DATABASE. LOCATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATIONS OF ALL UTILITIES. 2. PRIOR TO THE COMMENCEMENT OF ANY LINING OR MANHOLE WORK, THE CONTRACTOR SHALL CLOSED CIRCUIT TELEVISION PRIOR TO THE COMMENCEMENT OF ANY LINING OR MANHOLE WORK, THE CONTRACTOR SHALL CLOSED CIRCUIT TELEVISION (CCTV) INSPECT ALL GRAVITY SEWER LINES AND HOUSE SERVICE LATERALS WITHIN THE SCOPE OF WORK SHOWN ON THESE PLANS. THE CONTRACTOR SHALL SUBMIT THREE (3) COPIES OF THE INSPECTION REPORT WITH CORRESPONDING VIDEO FOOTAGE TO THE ENGINEER. AFTER SUBMITTAL OF THE REPORT TO THE ENGINEER, A DETERMINATION OF THE CONDITION OF EACH SECTION WILL BE MADE. 3. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN. 4. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED AT NO ADDITIONAL COST TO THE CITY. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED AT NO ADDITIONAL COST TO THE CITY.

AutoCAD SHX Text EXISTING FACILITIES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE CITY OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE CITY OF ANY DISCREPANCIES. 2. IN THE EVENT OF ANY CONFLICT OF INFORMATION SHOWN IN THESE PLANS, OR ANY CONFLICT BETWEEN THESE PLANS IN THE EVENT OF ANY CONFLICT OF INFORMATION SHOWN IN THESE PLANS, OR ANY CONFLICT BETWEEN THESE PLANS AND THE INTENT OF CONSISTENT AND FUNCTIONAL FACILITIES, OR SHOULD THERE BE ANY AMBIGUITIES, THE CONTRACTOR SHALL SO NOTIFY THE ENGINEER IN WRITING, UPON WHICH NOTICE THE ENGINEER SHALL RESOLVE THE CONFLICT OR CLARIFY THE AMBIGUITY BY THE ISSUANCE OF A WRITTEN ORDER, REVISED PLANS OR BOTH. THE CONTRACTOR SHALL BEAR FULL COST AND RESPONSIBILITY FOR WORK AFFECTED BY SUCH CONFLICTS AND AMBIGUITIES PERFORMED BY THE CONTRACTOR PRIOR TO SUCH NOTICE TO THE ENGINEER AND ISSUANCE OF SUCH ORDER AND/OR REVISED PLANS. 3. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING TREES, HOUSES, CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING TREES, HOUSES, FOUNDATIONS, SWIMMING POOLS, DECKS, LANDSCAPING, LANDSCAPE IRRIGATION SYSTEM, FENCES, BIKE PATH, BOLLARDS, OR SURFACE IMPROVEMENTS, OR TO ANY EXISTING DRAINAGE STRUCTURES, WATER STRUCTURES, ZONE 7 WATER FACILITIES, SEWER CLEANOUTS, OR JUNCTION BOXES FOR UNDERGROUND ELECTRIC, TELEPHONE, OR CABLE TV, OR STORM SEWER, SANITARY SEWER, WATER LINE, AND UNDERGROUND UTILITIES, WHICH ARE TO REMAIN IN PLACE, AND SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. THE CONTRACTOR SHALL REPAIR/REPLACE TO EXISTING CONDITION AS REQUIRED. 4. EXISTING UTILITY LINES ARE SHOWN FOR INFORMATION ONLY BASED UPON INFORMATION PROVIDED BY THE UTILITY EXISTING UTILITY LINES ARE SHOWN FOR INFORMATION ONLY BASED UPON INFORMATION PROVIDED BY THE UTILITY OWNERS. SERVICE CONNECTIONS (WATER, SEWER, ELECTRICAL, GAS, TELEPHONE, TELEVISION, STORM DRAIN) TO HOUSES AND BUSINESSES ARE NOT SHOWN. CONTRACTOR SHALL CONDUCT NECESSARY POTHOLE OPERATION TO IDENTIFY UNDERGROUND UTILITIES IN ADVANCE OF TRENCHING AND SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL EXISTING UTILITIES IN THE FIELD AND EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING UTILITY LINE OR FACILITIES TO REMAIN IN PLACE, WHETHER OR NOT SUCH LINES OR FACILITIES ARE SHOWN ON THESE PLANS, AND SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. NO WARRANTY IS GIVEN AS TO THE ACCURACY OF EXISTING UTILITY INFORMATION. 5. CONTRACTOR SHALL RESTORE OR REPLACE ANY DAMAGED MONUMENTS RESULTED FROM THE CONTRACTOR'S OPERATION CONTRACTOR SHALL RESTORE OR REPLACE ANY DAMAGED MONUMENTS RESULTED FROM THE CONTRACTOR'S OPERATION AND SHALL BEAR ALL COSTS OF SUCH REPLACEMENT 6. CONTRACTOR TO REPAIR AND/OR REPLACE-IN-KIND ANY AND ALL TREES, SHRUBS, PLANTS, VEGETATION AND GROUND CONTRACTOR TO REPAIR AND/OR REPLACE-IN-KIND ANY AND ALL TREES, SHRUBS, PLANTS, VEGETATION AND GROUND COVER THAT IS DAMAGED OR DISTURBED DURING ANY CONSTRUCTION ACTIVITIES 7. FLOW IN EXISTING SEWERS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL USE FLOW IN EXISTING SEWERS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL USE TEMPORARY BYPASS PIPING, TEMPORARY PUMPING OR OTHER METHODS AS REQUIRED TO MAINTAIN EXISTING FLOW. CONTRACTOR SHALL SUBMIT TO THE ENGINEER A PROPOSED PLAN FOR MAINTAINING EXISTING FLOW AT LEAST TWO WEEKS IN ADVANCE OF STARTING WORK AT CONNECTION TO ANY SEWER PER SPECIFICATION SECTION 024101. 8. PRIOR TO ABANDONMENT OF EXISTING PIPES AND MANHOLES, CONTRACTOR MUST CHECK EXAMINE FOR SEWER LATERALS PRIOR TO ABANDONMENT OF EXISTING PIPES AND MANHOLES, CONTRACTOR MUST CHECK EXAMINE FOR SEWER LATERALS ALONG THE FACILITY TO BE ABANDONED, AND RECONNECT THE SEWER LATERAL TO THE NEW SEWER ALIGNMENT. 9. ALL EXISTING MANHOLES TO BE REHABILITATED SHALL BE EPOXY COATED PER SPECIFICATION SECTION 099100- ALL EXISTING MANHOLES TO BE REHABILITATED SHALL BE EPOXY COATED PER SPECIFICATION SECTION 099100- PROTECTIVE COATINGS FOR EXISTING CONCRETE SANITARY SEWER MANHOLES. 10. PLEASE SEE THE APPENDIXES IN THE SPECIFICATIONS FOR AS-BUILTS AND GEOTECHNICAL REPORTS. PLEASE SEE THE APPENDIXES IN THE SPECIFICATIONS FOR AS-BUILTS AND GEOTECHNICAL REPORTS. 11. ALL AGENCY CONTACT INFORMATION IS IN THE APPENDIXES FOR THE SPECIFICATIONS.ALL AGENCY CONTACT INFORMATION IS IN THE APPENDIXES FOR THE SPECIFICATIONS.

AutoCAD SHX Text INSPECTION 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO REQUIRED INSPECTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO REQUIRED INSPECTION. 2. CONTRACTOR SHALL COMPLETE SEWER PIPELINE FLUSHING, TELEVISING, DEFLECTION, AND LEAKAGE TESTING AS PER CITY CONTRACTOR SHALL COMPLETE SEWER PIPELINE FLUSHING, TELEVISING, DEFLECTION, AND LEAKAGE TESTING AS PER CITY STANDARD SECTION 330130. 3. THE CONTRACTOR WILL BE REQUIRED TO PAY ADDITIONAL FEES FOR CITY INSPECTION OF ANY WORK PERFORMED OUTSIDE THE CONTRACTOR WILL BE REQUIRED TO PAY ADDITIONAL FEES FOR CITY INSPECTION OF ANY WORK PERFORMED OUTSIDE OF THE CITY'S NORMAL WORKING HOURS OF 8:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY, EXCLUDING CITY HOLIDAYS. SAID FEES WILL BE IN ACCORDANCE WITH THE LATEST PUBLIC WORKS OVERTIME INSPECTION FEE POLICY. 4. COMPACTION TESTS WILL BE PERFORMED ON ALL TRENCHES AND STREET WORK TO VERIFY THAT COMPACTION CONFORMS COMPACTION TESTS WILL BE PERFORMED ON ALL TRENCHES AND STREET WORK TO VERIFY THAT COMPACTION CONFORMS TO CITY STANDARDS. THE INITIAL TEST AND ONE RE-TEST WILL BE PERFORMED BY THE CITY (24 HOUR NOTICE REQUIRED). ALL ADDITIONAL TESTING WILL BE AT THE CONTRACTORS EXPENSE. 5. CASP INSPECTION WILL BE PERFORMED ON ALL ADA CURB RAMPS TO VERIFY THAT THE RAMPS CONFORM TO THE CASP CASP INSPECTION WILL BE PERFORMED ON ALL ADA CURB RAMPS TO VERIFY THAT THE RAMPS CONFORM TO THE CASP CERTIFIED PLANS. INITIAL INSPECTION PERFORMED BY CITY. ADDITIONAL INSPECTION WILL BE AT THE CONTRACTOR'S EXPENSE.

AutoCAD SHX Text BASIS OF COORDINATES AND BEARINGS: THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83(NA2011)(MYCS2), ZONE 3, (2021.25) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES AND BEARINGS ARE BASED FROM SMARTNET NORTH AMERICA'S GPS REFERENCE NETWORK LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING SMARTNET NORTH AMERICA'S GPS REFERENCE NETWORK STATION: REFERENCED SMARTNET NORTH AMERICAS STATION(S) CONNECTED PT ID CODE NORTHING EASTING ELEVATION DESCRIPTION 100 2078770.713 6156155.383 363.532 RTCM ID: 3219 VERTICAL DATUM THE VERTICAL DATUM IS BASED ON CITY OF LIVERMORE BENCHMARK ID A5. BEING A CITY STREET MONUMENT AT STANLEY BOULEVARD AND FENTON STREET - (WEST MONUMENT SET FOR FENTON STREET). THE 2K CITY BM DATUM ELEVATION HELD IS 455.49 FEET

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- EXISTING WATER VALVE

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PGE

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- EXISTING PG&E ANODE

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- EXISTING CITY MONUMENT

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- EXISTING VAULT

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- EXISTING STORM DRAIN MANHOLE

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%%ULEGEND

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%%UABBREVIATIONS

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= MAINTENANCE HOLE

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ELEV.

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= FLOW LINE

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= ELEVATION

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= FACE OF CURB

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= MAXIMUM

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= TYPICAL

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= VERIFY IN FIELD

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= STANDARD

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= SIDEWALK

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= SANITARY SEWER

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= EXISTING

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= EDGE OF PAVEMENT

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= WATER

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= STORM DRAIN

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PUE

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= PROPERTY LINE

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ADA

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= AMERICANS WITH DISABILITIES ACT

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= AGGREGATE BASE

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= ORIGINAL GROUND

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STA.

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= STATION

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CDF

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TRAFF

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= TRAFFIC

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= ASPHALT CONCRETE

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CASP

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= CERTIFIED ACCESS SPECIALIST

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= LIVERMORE AREA RECREATION

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AND PARKS DISTRICT

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GENERAL NOTES 29. CONTRACTOR SHALL LIMIT THE AMOUNT OF DISTURBANCE ASSOCIATED WITH PERFORMING THE WORK. IN PARTICULAR, THE CONTRACTOR SHALL LIMIT THE AMOUNT OF DISTURBANCE ASSOCIATED WITH PERFORMING THE WORK. IN PARTICULAR, THE CONTRACTOR SHALL MINIMIZE THE DISRUPTION TO EXISTING SITE CONDITIONS, INCLUDING THE SURROUNDING ENVIRONMENT, ROADWAYS, SIDEWALKS AND UTILITIES, BY ONLY ALTERING THE NECESSARY AREAS AND TAKING STEPS TO PROTECT UNAFFECTED ZONES DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL GENERALLY COORDINATE EXECUTION OF THE WORK SUCH THAT WORK INITIATED IN AN AREA IS COMPLETED BEFORE INITIATING WORK IN OTHER AREAS OF THE PROJECT. CONCURRENT CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED, EXPLICITLY IDENTIFIED IN THE CONTRACTORS SCHEDULE, AND SHALL BE SUBJECT TO APPROVAL BY THE CITY. THE INTENTION IS TO MINIMIZE THE DURATION THAT FACILITIES ARE INACCESSIBLE OR OUT OF SERVICE DURING THE PROJECT, THEREBY REDUCING DISRUPTIONS TO THE PUBLIC. 30. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL WITH AT LEAST ONE LANE THROUGH TRAFFIC, EACH DIRECTION DURING CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL WITH AT LEAST ONE LANE THROUGH TRAFFIC, EACH DIRECTION DURING CONSTRUCTION. 31. ANY DISRUPTIONS TO SEWER LATERALS SHALL BE TEMPORARY AND SEWER LATERAL FLOW SHALL BE CONNECTED TO THE MAINLINE ANY DISRUPTIONS TO SEWER LATERALS SHALL BE TEMPORARY AND SEWER LATERAL FLOW SHALL BE CONNECTED TO THE MAINLINE AT THE END OF THE WORK DAY.

2020 ANNUAL SEWER REPLACEMENT PROJECT - PHASE 1

City Project No. 2020-03

CITY OF

COMMUNITY DEVELOPMENT DEPARTMENT - ENGINEERING DIVISION

A L I F O R N I AC

RED PROFESS IONAL ENGI NEER

STAT E OF CA L I FORN I AC I V I L

No. C73472MU

HY KAD IYALA

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AutoCAD SHX Text DWG PATH: \\WCOSERV1\PROJECT WCO\665 CITY OF LIVERMORE, ANNUAL SEWER REPLACEMENT 2020\4 DWG\CURRENT SUBMITTAL\01-GEN\OLD KMART PHASE 2\665-G03-KMART-PHASE 2.DWG PLOT DATE/TIME:3/12/2025 10:25:57 AM

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2020 ANNUAL SEWER REPLACEMENT PROJECT - PHASE 1

City Project No. 2020-03

CITY OF

COMMUNITY DEVELOPMENT DEPARTMENT - ENGINEERING DIVISION

A L I F O R N I AC

RED PROFESS IONAL ENGI NEER

STAT E OF CA L I FORN I AC I V I L

No. C73472MU

HY KAD IYALA

LINE 'A' STA 10+00.00 TO STA

17+00.00 PLAN AND PROFILE

SS-1

1"=40'

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EX LATERAL

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EXISTING GROUND @ PIPE CENTERLINE

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AutoCAD SHX Text DWG PATH: \\WCOSERV1\PROJECT WCO\665 CITY OF LIVERMORE, ANNUAL SEWER REPLACEMENT 2020\4 DWG\CURRENT SUBMITTAL\03-CIVIL\OLD KMART PHASE 2\665-C01-KMART PHASE 2.DWG PLOT DATE/TIME:3/12/2025 10:27:53 AM

AutoCAD SHX Text 3/11/2025

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL UTILITY DEPTHS AND CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL UTILITY DEPTHS AND LOCATIONS WHETHER SHOWN OR NOT. 2. ALL EXISTING LATERALS SHALL BE FIELD LOCATED AND SIZE VERIFIED. ALL EXISTING LATERALS SHALL BE FIELD LOCATED AND SIZE VERIFIED. 3. ALL CONCRETE REMOVAL AND REPLACEMENT SHALL BE TO THE NEAREST DEEP JOINTS OR ALL CONCRETE REMOVAL AND REPLACEMENT SHALL BE TO THE NEAREST DEEP JOINTS OR SCORE MARKS. 4. UNLESS OTHERWISE NOTED, PROTECT EXISTING MONUMENTS. CONTRACTOR IS UNLESS OTHERWISE NOTED, PROTECT EXISTING MONUMENTS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE MONUMENT DISC AND WILL BE REQUIRED TO FILE A RECORD OF SURVEY IF THE MONUMENT IS DAMAGED OR MOVED.

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CONSTRUCTION NOTES:

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INSTALL 10" DIAMETER PVC SDR-35 SEWER MAIN

AutoCAD SHX Text INSTALL 48" DIAMETER SEWER MAINTENANCE HOLE PER CITY OF LIVERMORE STD. DTL. S-2A & S-2B AND EPOXY COAT PER SPECIFICATION SECTION 09 91 00

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REMOVE AND DISPOSE OF EXISTING SEWER (SIZE AS NOTED ON PLAN)

AutoCAD SHX Text EXISTING PIPE TO BE ABANDONED IN PLACE, FILL EXISTING PIPE WITH LOW DENSITY CELLULAR CONCRETE (LDCC), CAP AND PLUG ENDS.

AutoCAD SHX Text CONSTRUCT CURED-IN-PLACE PIPE (CIPP LINER) IN EXISTING 10" VCP PIPE. CONTRACTOR SHALL BE PREPARED TO CONDUCT NIGHT WORK. CLEANING AND CCTV WORK CAN BE DURING NORMAL WORKING HOURS.

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PROTECT IN PLACE

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CONTRACTOR TO REPAIR SIDEWALK PER CITY OF LIVERMORE STD. DTL. ST-31

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CONTRACTOR TO REPAIR MEDIAN CURB IN KIND PER CITY OF LIVERMORE STD. DTL. ST-9B.

AutoCAD SHX Text CONTRACTOR TO REPAIR CURB AND GUTTER IN KIND PER CITY OF LIVERMORE STD. DTL. ST-9A OR ST-9B FOR VERTICAL CURB.

AutoCAD SHX Text REMOVE EXISTING MAINTENANCE HOLE COMPLETELY. BACKFILL WITH NATIVE SOIL AND RECOMPACT TO 95% RELATIVE COMPACTION

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EPOXY COAT EXISTING MAINTENANCE HOLE PER SPEC SECTION 09 91 00.

AutoCAD SHX Text CONSTRUCT CURED-IN-PLACE PIPE (CIPP LINER) IN EXISTING LATERAL SIZE TO BE FIELD DETERMINED. CIPP LINING INSTALLATION SHALL BE NIGHT WORK. CLEANING AND CCTV WORK CAN BE DURING NORMAL WORKING HOURS.

AutoCAD SHX Text CUT EXISTING LATERAL & RECONNECT WITH NEW 6" COMMERCIAL SEWER LATERAL PER CITY OF LIVERMORE STD. DTL. NO. S-5A & S-5B. CONTRACTOR TO CONFIRM EXISTING LATERAL LOCATION, AND RECONNECT.

AutoCAD SHX Text CUT EXISTING LATERAL & RECONNECT WITH NEW 4" SEWER LATERAL PER CITY OF LIVERMORE STD. DTL. NO. S-5A & S-5B. CONTRACTOR TO CONFIRM EXISTING LATERAL LOCATION, AND RECONNECT.

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RECONSTRUCT EXISTING SIDEWALK IN KIND PER CITY OF LIVERMORE STD. DET. NO. ST-4.

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HANSEN PARK 150

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LINE "A" - SOUTH "S" ST.

NOTE: LENGTHS IN LINE TABLE ARE FROM MANHOLE CENTER TO MANHOLE CENTER.

PROFILE

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

SSSS

C H

- S

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G S

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ATCHLINE - STA 17+00.00

SEE DW

G SS-1

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2020 ANNUAL SEWER REPLACEMENT PROJECT - PHASE 1

City Project No. 2020-03

CITY OF

COMMUNITY DEVELOPMENT DEPARTMENT - ENGINEERING DIVISION

A L I F O R N I AC

RED PROFESS IONAL ENGI NEER

STAT E OF CA L I FORN I AC I V I L

No. C73472MU

HY KAD IYALA

LINE 'A' STA 17+00.00 TO STA

25+00.00 PLAN AND PROFILE

SS-2

1"=40'

AutoCAD SHX Text **NOTE: CONTRACTOR SHALL POTHOLE EXISTING UTILITY AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION

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EXISTING GROUND @ PIPE CENTERLINE

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REMOVE EXISTING 8" SS REPLACE WITH 10" SS

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REMOVE EXISTING SMH

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ABANDON EXISTING 8" SS (OUT OF SECTION)

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ABANDON EXISTING 8" SS (OUT OF SECTION)

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CUT AND REMOVE TOP 5' AND ABANDON EXISTING SMH

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CAUTION!! OVERHEAD UTILITIES!!

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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ASPH.

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CONC.

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ASPH.

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ROCKS

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ROCKS

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SIGN

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SIGN

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GATE

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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SIGN

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GRASS

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ASPH.

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ASPH.

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ASPH.

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SEE PLAN & PROFILE ON DWG. SS-6

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SEE PLAN & PROFILE ON DWG. SS-7SS-7

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EX. 8" SS

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SEE PLAN & PROFILE ON DWG. SS-5SS-5

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SEE PLAN & PROFILE ON DWG. SS-6SS-6

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EX. 6" SS

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SEE LINE "D" PLAN & PROFILE ON DWG. SS-7SS-7

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MONUMENT

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EX. TRAFF LOOP

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MONUMENT

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FO GAS

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SEE PLAN &…

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