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1. BASIS OF SURVEY DATA IS NAD83 (HORIZONTAL) AND NAVD88 (VERTICAL). TOPOGRAPHIC SURVEY WAS PROVIDED BY USACE DATED JULY2020.2. THE BASELINE INFORMATION SHOWN ON THE DRAWINGS IS A CONSTRUCTION REFERENCE LINE ESTABLISHED FOR THE PROJECTFACILITIES SHOWN. THE CONTRACTOR SHALL STAKE THE BASELINE AND ANY OFFSETS REQUIRED.3. AERIAL PHOTOS, INCLUDED IN THE DRAWINGS ARE PROVIDED FOR REFERENCE ONLY.4. UTILITY INFORMATION ON THE PROJECT DRAWINGS WAS COMPILED FROM DATA PROVIDED BY THE UTILITY OWNERS ANDPRE-CONSTRUCTION POTHOLING; THE LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO COMMENCING FABRICATION ORCONSTRUCTION, THE ACTUAL DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BEVERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE DIMENSIONS,SIZES, MATERIALS, LOCATIONS, AND DEPTH OF THE UNDERGROUND UTILITIES. ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIESSHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION EQUIPMENT AND OPERATIONS. EXCAVATION WILL NOT BE ALLOWED PRIOR TOUTILITY POTHOLING WITHIN THE LIMITS OF CONSTRUCTION.5. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OFAND REPAIR OF DAMAGE TO THEM. CONTACT 811 (USA NORTH 811), 48 HOURS BEFORE WORK IS TO BEGIN.6. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES WITH REGARD TO WORKING OVER, UNDER, ORAROUND EXISTING FACILITIES AND TO OBTAIN INFORMATION REGARDING RESTRICTIONS THAT ARE REQUIRED TO PREVENT DAMAGE TOTHE FACILITIES.THE KNOWN UTILITIES THAT SHOULD BE CONTACTED ARE AS FOLLOWS:1-PG&E GAS: JEREMIAH CAMARENA (559) 355-60442-PG&E ELECTRIC: BRAD JOAQUIN (209) 323-81063-AT&T: DON SEELYE (209) 474-43644-CITY OF STOCKTON: ALI GHAREGOZLOO (209) 937-84607. THE CONTRACTOR SHALL COMPLY WITH THE CORPS OF ENGINEERS SAFETY & HEALTH MANUAL (EM 385-1-1) AND OBTAIN A PERMIT FROMTHE STATE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (2424 ARDEN WAY, SUITE 165, SACRAMENTO, CA; PHONE NO. (916) 263-2800FOR ALL TRENCH EXCAVATION FIVE (5) FEET OR MORE IN DEPTH PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT SHALLBE AVAILABLE AT THE SITE AT ALL TIMES.8. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING, GATES, OR BARRIERS WHENEVER EXISTING FENCING, GATES, OR BARRIERSARE REMOVED BY THE END OF EACH WORK DAY ON WHICH FENCE REMOVAL OCCURS. GATES AND FENCES AT ALL ACCESS LOCATIONSSHALL BE PROTECTED AND LOCKED DURING NON-WORKING HOURS. PG&E REQUIRES A TEMPORARY FENCE TO BE PLACED AROUNDTHEIR POWER POLE(S) AND GUY CABLE(S).9. EXISTING FENCING DESIGNATED ON THE DRAWINGS TO BE REMOVED MAY, IF SERVICEABLE, BE SALVAGED AND REINSTALLED ORREPLACED IN KIND. FENCING SHALL BE INSTALLED AS INDICATED ON THE PLANS OR AT OTHER LOCATIONS DESIGNATED BY THECONTRACTING OFFICER. FENCING THAT IS NOT IN SERVICEABLE CONDITION SHALL BE DISPOSED OF BY THE CONTRACTOR INACCORDANCE WITH THE SPECIFICATIONS.10. THE CONTRACTOR SHALL KEEP ROADWAYS CLEAR OF MUD AND DEBRIS AT ALL TIMES. MAINTAIN DUST CONTROL PER THESPECIFICATIONS. CONTRACTOR SHALL PROVIDE DUST CONTROL ON ALL HAUL ROUTE ROADS AND LEVEE ROADS AT ALL TIMES DURINGCONSTRUCTION.11. A SILT FENCE OR OTHER APPROVED TEMPORARY EROSION CONTROL MEASURE SHALL BE INSTALLED AS REQUIRED BY THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY THE CONTRACTOR.12. EARTHEN MATERIAL FOR BACKFILL SHALL BE FROM SOURCE APPROVED BY THE CONTRACTING OFFICER PRIOR TO ACQUISITION OFMATERIAL.13. THE PROJECT SCHEDULE AND WORK PLAN MUST BE APPROVED BY THE CONTRACTING OFFICER, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION. PHASE 1 ACTIVITIES DETAILED ON SHEET C-503 SHALL BE COMPLETED BEFORE PHASE 2 CONSTRUCTION ACTIVITIESCAN BEGIN. PHASE 1 ACTIVITIES MAY OCCUR, WITH CONTRACTING OFFICER APPROVAL, OUTSIDE OF THE CONSTRUCTION SEASONCONSTRAINTS IN ACCORDANCE WITH THE SPECIFICATIONS.14. TIME OF WORK PERFORMED BY THE CONTRACTOR SHALL BE IN CONFORMANCE WITH THE HOURS IDENTIFIED IN THE SPECIFICATIONS.15. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.16. FINISHED SLOPE BANKS FROM STATION 4+50 TO 61+00 ARE 2.4H:1V WATERSIDE AND 2.9H:1V LANDSIDE UNLESS OTHERWISE NOTED.17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BRIDGES, BARRICADES,FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPERROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE WORK AREA AND THECALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (CAMUTCD). THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLANIN ACCORDANCE WITH THE SPECIFICATIONS, ACQUIRING ALL PERMITS REQUIRED BY LOCAL AUTHORITIES. PUBLIC SAFETY AND TRAFFICCONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH THE CALTRANS STANDARD SPECIFICATIONS, SECTION 12, TEMPORARY TRAFFICCONTROL, THE MANUAL ON TRAFFIC CONTROL DEVICES, CALIFORNIA EDITION, EM 385-1-1, AND ANY LOCAL TRAFFIC CONTROLREQUIREMENTS, AND AS DIRECTED BY THE CONTRACTING OFFICER. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDEDAT ALL TIMES DURING CONSTRUCTION.18. UNLESS OTHERWISE NOTED, NO TEMPORARY OR PERMANENT EXCAVATIONS ARE ALLOWED.19. THE ENGINEER OF RECORD PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO ORUSES OF THESE PLANS.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERSDURING CONSTRUCTION. CONTRACTORS LICENSED SURVEYOR SHALL TIE DOWN ANY EXISTING SURVEY MONUMENTS, PROPERTY PINSPRIOR TO START OF CONSTRUCTION AND FILE IT AT THE COUNTY RECORDERS OFFICE. ALL SUCH MONUMENTS OR MARKERSDESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTORS EXPENSE, BY A CALIFORNIA LICENSED LANDSURVEYOR. ALL DAMAGED SURVEY MONUMENTS SHALL BE RESTORED BY A LICENSED SURVEYOR AND A FINAL RECORD OF SURVEYSHALL BE FILED AT THE COUNTY'S RECORDER'S OFFICE.21. THE CONTRACTOR SHALL COMPLY WITH ALL STATE HISTORIC PRESERVATION OFFICE (SHPO) REQUIREMENTS IF ANY ARCHAEOLOGICALASSETS ARE UNCOVERED.22. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL REGULATIONS.23. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED EQUIPMENT AND MATERIALS IN ACCORDANCEWITH LOCAL STATE AND FEDERAL LAWS.24. THE CONTRACTOR MAY NOT ENTER ANY EXISTING BUILDINGS OR PROPERTY WITHOUT THE EXPRESS WRITTEN CONSENT OF THE OWNER.NOTIFY THE CONTRACTING OFFICER AND PROVIDE EVIDENCE OF CONSENT PRIOR TO ENTRANCE OF PRIVATE PROPERTY.25. EXISTING PRIVATE FEATURES AND ENCROACHMENTS TO BE PROTECTED IN PLACE OR NOT DISTURBED ARE NOT PART OF THE FEDERALFLOOD RISK REDUCTION PROJECT. EXISTING UTILITIES LOCATED OUTSIDE THE LIMITS OF GROUND DISTURBANCE ARE SHOWN FORCONTRACTOR AWARENESS AND PROTECTION. THESE ITEMS HAVE NOT BEEN EVALUATED FOR CONFORMANCE WITH APPLICABLE STATEAND FEDERAL REQUIREMENTS REGARDING ASSESSMENT AND ACCEPTANCE OF LEVEE PENETRATIONS. THEIR INCLUSION IN THEDRAWINGS DOES NOT INDICATE BY REFERENCE THAT THEY ARE DETERMINE TO MEET STATE AND FEDERAL REQUIREMENTS.GENERAL NOTES1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20ABCDEFGHJKLMNPSUBMITTED BY:CHECKED BY:DRAWN BY:DESIGNED BY:CONTRACT NO.:SOLICITATION NO.:ISSUE DATE:SIZE:MARK DESCRIPTIONDATESHEET IDANSI DW9123824B0010SEPTEMBER 2024SACRAMENTO, CA 958141325 J ST.SACRAMENTO DISTRICTFOLSOM, CA 9563080 BLUE RAVINE RD SUITE 280PETERSON BRUSTAD INC.SAN JOAQUIN COUNTY, CALIFORNIATS_30L LEVEE IMPROVEMENTLOWER SAN JOAQUIN RIVER REACHDMM / BFLM. HARRINGTONK. BRUSTADS. JIMENEZFOR CONSTRUCTIONU.S. ARMY CORPS OF ENGINEERSSPEC NO.: 2402DESIGN FILE NO.: 7-04-1877W9123824C0022GENERAL NOTESG-004
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