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NORTH SAN JOAQUIN WATER CONSERVATION DISTRICT
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<br />SOUTH SYSTEM IMPROVEMENTS
<br />SAN JOAQUIN COUNTY
<br />VICINITY MAP
<br />NOT TO SCALE
<br />1: NORTH SAN JOAQUIN WATER CONSERVATION DISTRICT (NSJWCD) SHALL BE CONTACTED AT LEAST
<br />48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR EXISTING DISTRICT FACILITIES.
<br />2: USED MATERIAL, REJECTS, MISFITS, SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE.
<br />3: ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS AND PROJECT
<br />SPECIFICATIONS.
<br />4: CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING
<br />FACILITIES PRIOR TO COMMENCING WORK. CALL UNDERGROUND SERVICE ALERT (USA) AT 8-1-1.
<br />CONTRACTOR SHALL MAKE ENGINEER AWARE OF ANY DISCREPANCIES. WHERE UNDERGROUND AND
<br />SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND DIMENSIONS OF
<br />STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH
<br />STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO
<br />GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL
<br />CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL OF THE STRUCTURES WHICH
<br />MAY BE ENCOUNTERED.
<br />5: CONCRETE DESIGN MIX SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ALL
<br />CONCRETE SHALL HAVE A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 45000 PSI UNLESS
<br />OTHERWISE SPECIFIED.
<br />6: TRENCH BACKFILL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION UNLESS OTHERWISE
<br />NOTED IN THESE PLANS.
<br />7: ALL STEEL PIPE AND FITTINGS SHALL BE FURNISHED WITH A SHOP APPLIED HIGH SOLIDS EPDXY
<br />COATING ON THE INTERIOR AND EXTERIOR, UNLESS OTHERWISE INDICATED. ALL OTHER EXPOSED
<br />STEEL SHALL BE PAINTED WITH A PRE-TREATMENT PRIMER, AN UNDERCOAT, AND A FINAL COAT
<br />OF PAINT IN ACCORDANCE WITH THESE PLANS.
<br />8: ALL NUTS, BOLTS, AND WASHERS USED TO SECURE UNDERGROUND FITTINGS SHALL BE STAINLESS
<br />STEEL. AFTER INSTALLATION, ALL STEEL HARDWARE SHALL BE COATED WITH A RUST
<br />PREVENTATIVE, WRAPPED WITH 4 MIL POLYETHYLENE SHEETING, AND SECURED WITH PVC TAPE.
<br />9: THRUST RESTRAINTS TO BE PROVIDED AT ALL PIPELINE BENDS, WHETHER OR NOT SHOWN ON THE
<br />PLANS.
<br />10: ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND
<br />SAFETY LAWS OF THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS.
<br />11: CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL PIPELINE CRACKS, WHICH DEVELOP
<br />DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES.
<br />12: ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF INSTALLATION.
<br />13: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL AT ALL TIMES.
<br />SITE SAFETY AND PROTECTION NOTES
<br />1: THE DUTY OF THE ENGINEER, OWNER OR ITS AGENTS TO CONDUCT CONSTRUCTION OF THE
<br />CONTRACTOR'S PERFORMANCE AND THE UNDERTAKING OF INSPECTIONS OR THE GIVING OF
<br />INSTRUCTIONS AS AUTHORIZED HEREIN IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY
<br />OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE AND SHALL
<br />NO BE CONSTRUED AS SUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE THE ENGINEER,
<br />OWNER OR ITS AGENTS RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF
<br />WORK BY THE CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS, OR FOR ACCESS, VISITS, USE,
<br />WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.
<br />2: THE CONTRACTOR SHALL HAVE AT THE WORK SITE, COPIES OR SUITABLE EXTRACTS OF
<br />CONSTRUCTION SAFETY ORDERS, ISSUED BY CAL -OSHA. CONTRACTOR SHALL COMPLY WITH
<br />PROVISIONS OF THESE AND ALL OTHER APPLICABLE LAWS, ORDINANCES AND REGULATIONS. THE
<br />CONTRACTOR MUST COMPLY WITH PROVISIONS OF THE SAFETY AND HEAL REGULATIONS FOR
<br />CONSTRUCTION, PROMULGATED BY THE SECRETARY OF LABOR UNDER SECTION 107 OF THE
<br />CONTRACT WORK HOURS AND SAFETY STANDARDS ACE, AS SET FORTH IN TITLE 29 C.F.R.
<br />3: TO PROTECT THE LIVES AND HEALTH OF CONTRACTOR'S EMPLOYEES UNDER THE CONTRACT, THE
<br />CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT
<br />PREVENTION IN CONSTRUCTION" ISSUED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA,
<br />INC., AND SHALL MAINTAIN AN ACCURATE RECORD OF ALL CASES OF DEATH, OCCUPATIONAL
<br />DISEASE, AND INJURY REQUIRING MEDICAL ATTENTION OR CAUSING LOSS OF 11ME FROM WORK,
<br />ARISING OUT OF AND IN THE COURSE OF EMPLOYMENT OR WOK UNDER THE CONTRACT.
<br />4: THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE SAFETY, EFFICIENCY, AND ADEQUACY
<br />OF CONTRACTOR'S FACILITIES, APPLIANCES, AND METHODS AND FOR ANY DAMAGE, WHICH MAY
<br />RESULT FROM THEIR FAILURE OR THEIR IMPROPER CONSTRUCTION, MAINTENANCE, OR OPERATION.
<br />5: THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
<br />OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY, AND HOLD THE OWNER, ENGINEER, AND THEIR RESPECTIVE AGENTS HARMLESS FROM
<br />ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
<br />ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER,
<br />ENGINEER, OR THEIR RESPECTIVE AGENTS.
<br />6: THE OWNER AND ITS AGENTS' SITE RESPONSIBILITIES ARE LIMITED SOLELY TO THE ACTIVITIES OF
<br />THEIR EMPLOYEES ON SITE. THE RESPONSIBILITIES SHALL NO BE INFERRED BY ANY PARTY TO
<br />MEAN THAT THE OWNER OR ITS AGENTS HAVE RESPONSIBILITY FOR SITE SAFETY. SAFETY IN, ON,
<br />OR ABOUT THE SITE IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR ALONE.
<br />THE CONTRACTOR'S METHODS OF WORK PERFORMANCE, SUPERINTENDENCE,AND THE
<br />CONTRACTOR'S EMPLOYEES, AND SEQUENCING OF CONSTRUCTION ARE ALSO THE SOLE AND
<br />EXCLUSIVE RESPONSIBILITIES OF THE CONTRACTOR ALONE.
<br />006
<br />DE GRAAF
<br />IT-IIMMI r-FRING, INC.
<br />DEGRAAFENGINEERINGINC.COM
<br />P.O. BOX 87 RIPON, CA 95366
<br />(209)614-2745
<br />Na 86415
<br />DATE SIGNED:
<br />BID SET
<br />NOT FOR CONSTRUCTION
<br />1112/2022
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<br />Know. what's below.
<br />Cal before you
<br />CHECKED BY: DD
<br />DATE: 11/212022
<br />SHEET
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<br />PROJECT:
<br />22-01
<br />DRAWN BY:
<br />GJ
<br />CHECKED BY: DD
<br />DATE: 11/212022
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