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SOUTH SAN JOAQUIN IRRIGATION DISTRICT CONSTRUCTION NOTES:
<br />THE FOLLOWING APPLY TO ALL WORK WITHIN SOUTH SAN JOAQUIN IRRIGATION DISTRICT RIGHT—OF—WAY OR EASEMENTS AND ALL WORK ON
<br />SOUTH SAN JOAQUIN IRRIGATION DISTRICT IRRIGATION PIPELINES AND CANALS:
<br />1. SOUTH SAN JOAQUIN IRRIGATION DISTRICT SHALL BE CONTACTED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR IRRIGATION
<br />LINES. CONSTRUCTION ON OR NEAR IRRIGATION LINES MUST BE ACCOMPLISHED BETWEEN OCTOBER 15 AND FEBRUARY 15 OF ANY YEAR. BETWEEN THE
<br />DATES OF FEBRUARY 15 AND OCTOBER 15 IRRIGATION LINES WILL BE USED FOR IRRIGATION PURPOSES ONLY AND AS SUCH, UNLESS SPECIAL
<br />ARRANGEMENTS ARE MADE WITH THE DISTRICT, CONSTRUCTION WILL NOT BE ALLOWED. FOR ALL CONSTRUCTION WORK INVOLVING PIPELINES USED TO
<br />CONVEY STORMWATER, THE CONTRACTOR SHALL COMPLETE ALL SUCH CONSTRUCTION IN A TIMELY AND DILIGENT MANNER WITHOUT RESTRICTING THE
<br />NORMAL FLOW OF WATER WITHIN THE LINE.
<br />2. USED MATERIALS, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON DISTRICT FACILITIES.
<br />3. SOUTH SAN JOAQUIN IRRIGATION DISTRICT SHALL INSPECT ALL WORK PHASES ON IRRIGATION FACILITIES FOR CONFORMANCE TO DISTRICT
<br />SPECIFICATIONS. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR DISTRICT INSPECTION. LIKEWISE, CONCRETE SHALL NOT BE
<br />COVERED WITH EARTH PRIOR TO DISTRICT INSPECTION.
<br />4. DISTRICT SHALL. BE PROVIDED WITH NAME, ADDRESS, AND PHONE NUMBER OF CONTRACTORS, SUBCONTRACTORS, ETC. RESPONSIBLE FOR WORK BEING
<br />PERFORMED ON DISTRICT FACILITIES. ALSO, PROVIDE NAME AND NUMBER OF CONTACT PERSON RESPONSIBLE FOR OVERSEEING ALL PHASES OF
<br />CONSTRUCTION.
<br />5. THE CONTRACTOR HEREBY AGREES TO MAKE, AT HIS OWN EXPENSE, ALL REPAIRS OR REPLACEMENTS NECESSITATED BY DEFECTS IN MATERIALS OR
<br />WORKMANSHIP, SUPPLIED FOR DISTRICT FACILITIES, AND PAY FOR ANY DAMAGE TO OTHER WORKS RESULTING FROM SUCH DEFECTS WHICH BECOME
<br />EVIDENT WITHIN 1 YEAR AFTER THE DATE OF FINAL ACCEPTANCE OF WORK. THE. CONTRACTOR FURTHER AGREES TO HOLD THE DISTRICT HARMLESS
<br />FROM LIABILITY OF ANY KIND ARISING FROM DAMAGE DUE TO SAID DEFECTS. THE CONTRACTOR SHALL MAKE ALL REPAIRS AND REPLACEMENTS
<br />PROMPTLY UPON WRITTEN ORDER FROM THE DISTRICT.
<br />6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIRS OF ALL PIPELINE CRACKS WHICH DEVELOP DURING CONSTRUCTION OF IMPROVEMENTS
<br />AFFECTING THE PIPELINE.
<br />7. THE CONTRACTOR SHALL NOT LEAVE DISTRICT PIPELINE PROJECTS INCOMPLETE FOR MORE THAN TWO WEEKS. WHEN CONDITIONS REQUIRE, CONTRACTOR
<br />SHALL PROVIDE A TEMPORARY DIVERSION DITCH TO PROVIDE FOR IRRIGATION WATER DELIVERY OR STORMWATER REMOVAL.
<br />8. USE OF PUBLIC UTILITY EASEMENTS: SOUTH SAN JOAQUIN IRRIGATION DISTRICT HAS BEEN GRANTED AN EXCLUSIVE EASEMENT FOR ITS USE AND
<br />DISPOSITION. THE PUBLIC UTILITY EASEMENT (PUE) MAY BE PERMITTED TO OVERLAP THE SOUTH SAN JOAQUIN IRRIGATION DISTRICT EASEMENT EITHER
<br />ABOVE OR BELOW GROUND WHERE WRITTEN PERMISSION OF SOUTH SAN JOAQUIN IRRIGATION DISTRICT IS OBTAINED PRIOR TO CONSTRUCTION AND
<br />AFTER WRITTEN APPLICATION. FURTHERMORE, TRANSFORMERS, PANEL BOXES, METER INSTALLATIONS, PULL BOXES, AND OTHER UTILITY COMPANY
<br />FACILITIES OF THE PUE OR ANY OTHER WHICH, IN ANYWAY, ARE PERCEIVED BY SOUTH SAN JOAQUIN IRRIGATION DISTRICT AS OBSTRUCTIONS TO ITS
<br />EASY ACCESS AND/OR MAKING ITS EASEMENTS OR SYSTEMS MAINTAINABILITY, REPAIR, AND REPLACEMENT MORE COMPLEX AND COSTLY ARE PROHIBITED.
<br />9. TIME LIMITS FOR DEVELOPMENT PLANS: SOUTH SAN JOAQUIN IRRIGATION DISTRICT HAS ADOPTED "TIME LIMITS" LIMITING THE PERIOD OF ITS APPROVAL
<br />SHOULD THE LANDOWNER/DEVELOPER FAIL TO SUBSTANTIALLY COMPLETE HIS DEVELOPMENT PROJECT IN A TIMELY MANNER AND AS PER APPROVED
<br />DEVELOPMENT PLANS. THESE "TIME LIMITS" ADOPTED BY SOUTH SAN JOAQUIN IRRIGATION DISTRICT ARE IN MOST CASES EQUAL TO THOSE UTILIZED BY
<br />THE GOVERNMENTAL AGENCY OR INSTITUTION RESPONSIBLE FOR DEVELOPMENT APPROVALS. SHOULD THE "TIME LIMIT" BE EXCEEDED, SOUTH SAN
<br />JOAQUIN IRRIGATION DISTRICT RESERVES THE RIGHT TO THEN APPLY ANY OF ITS CURRENT DEVELOPMENT STANDARDS AND REQUIREMENTS.
<br />10. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 2 FEET BETWEEN ANY NON —REINFORCED BOX, PIPE, OR STRUCTURE AND ANY UTILITY CROSSING OR CITY
<br />INSTALLATION. LIKEWISE PROVIDE A MINIMUM HORIZONTAL CLEARANCE OF 5 FEET BETWEEN ANY S.S.J.I.D. BOX OR STRUCTURE AND ANY UTILITY.
<br />CONTRACTORS SHALL POTHOLE OR LOCATE OUTSIDE EDGE OF PIPE TO VERIFY CLEARANCE IF REQUESTED TO DO SO BY DISTRICT INSPECTOR, AT NO
<br />COST TO DISTRICT.
<br />11. CONSTRUCTION OF DRIVEWAYS OVER NON —REINFORCED PIPELINES WITH INADEQUATE COVER WILL NOT BE PERMITTED, UNLESS THE PIPELINE IS
<br />REPLACED WITH R.G.R.C.P. OR A REINFORCE CONCRETE BRIDGING IS PLACED OVER PIPELINE PER S.S.J.I.D. SPECIFICATIONS. DRIVEWAYS PLACED OVER
<br />NON —REINFORCED PIPELINES WITH ADEQUATE COVER SHALL BE CONSTRUCTED IN SECTIONS TO ALLOW FOR EASY REMOVAL WITH MINIMAL DAMAGE IN
<br />THE EVENT THAT REPAIRS TO THE PIPELINE WILL BE NECESSARY IN THE FUTURE.
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<br />12. 12. CONTRACTOR SHALL PUMP SOUTH SAN JOAQUIN IRRIGATION DISTRICT PIPELINE DRY PRIOR TO EXCAVATION UNDERNEATH IT. ALL EXCAVATIONS THAT
<br />® REQUIRE THE REMOVAL OF ANY SOIL SUPPORTING A PIPELINE MUST SECURE AND FULLY SUPPORT THE PIPELINE BEFORE PROCEEDING. BACKFILL MUST
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<br />BE DONE IN 2 FOOL LIFTS AND COMPACTED TO +95% UP TO 1 FOOT BELOW THE PIPELINE. THE FINAL PORTION WILL BE FILLED WITH A 2-1/2
<br />C4
<br />SACK, SAND —SLURRY MIX TO A POINT ABOVE THE SPRING —LINE OF 'THE PIPE.
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<br />IE 13. NO HEAVY EQUIPMENT WILL TRAVEL OVER THE S.S.J.I.D. PIPELINE WITHOUT APPROVED BRIDGING, SAID BRIDGING TO BE APPROVED BETWEEN S.S.J.I.D.
<br />AND THE CONTRACTOR.
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<br />SURVEY REVISION DESCRIPTION
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<br />HORIZONTAL: N/A
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<br />MILLIMETERS
<br />14. ALL LANDSCAPING/FENCING PLANS WITHIN DISTRICT RIGHT—OF—WAY SHALL BE APPROVED BY THE DISTRICT. NO DEEP ROOTED TREES SHALL BE
<br />PLANTED IN S.S.J.I.D. EASEMENT.
<br />15. S.S.J.I.D. WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY GRADING OR EXCAVATION WORK WITHIN DISTRICT EASEMENT.
<br />16. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STANDARDS SPECIFIED WITHIN THE LATEST REVISION OF THE DISTRICT'S STANDARD PLANS AND
<br />SPECIFICATIONS, WHICH CAN BE OBTAINED FROM THE ENGINEERING DEPARTMENT AT S.S.J.I.D. LOCATED AT 11011 E. HWY. 120, MANTECA, CA
<br />95336. CONTRACTOR SHALL IMMEDIATELY CONTACT THE DISTRICT'S ENGINEERING DEPARTMENT TO VERIFY ANY PERCEIVED DISCREPANCIES
<br />BETWEEN THESE PLANS AND DISTRICT SPECIFICATIONS.
<br />17. S.S.J.I.D. HAS SURVEY MONUMENTS ON MANY OF ITS EXISTING STRUCTURES. PRIOR TO DEMOLITION OF ANY BOX OR STRUCTURE, CONTRACTOR
<br />SHALL OBTAIN EXISTING SURVEY MONUMENT COORDINATE DATA (IF AVAILABLE) FOR POSSIBLE TRANSFER TO NEW STRUCTURES. UPON
<br />INSTALLATION OF ANY NEW PIPELINE, NEW MONUMENTS SHALL BE SET AT EACH NEW MANHOLE OR STRUCTURE. HORIZONTAL DATA SHALL BE
<br />BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83), CALIFORNIA COORDINATE SYSTEM, ZONE 3, US FEET. VERTICAL DATUM SHALL
<br />BE THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). NEW COORDINATE DATA SHALL THEN BE PROVIDED TO S.S.J.I.D. WITH THE
<br />AS —BUILT DRAWINGS.
<br />18. AS —BUILT (RECORD DRAWINGS) MUST BE SUBMITTED TO S.S.J.I.D. IN MYLAR AND ELECTRONIC FORMAT PRIOR TO ACCEPTANCE OF WORK SHOWN
<br />ON PLANS.
<br />19. PRIOR TO THE START OF CONSTRUCTION ON DISTRICT FACILITIES, DISTRICT SHALL BE PROVIDED WITH ALL REQUIRED BONDS AND INSURANCE
<br />CERTIFICATES IN ACCORDANCE WITH THE PROVISIONS OF THE DEVELOPER'S AGREEMENT AND CONSTRUCTION PERMIT ISSUED BY DISTRICT.
<br />ADDITIONAL CONTRACTORS SHALL OBTAIN A CONSTRUCTION PERMIT AS REQUIRED PRIOR TO START OF CONSTRUCTION.
<br />20. A MINIMUM 30" COVER SHALL BE PROVIDED OVER ALL DISTRICT PIPELINES, UNLESS OTHERWISE APPROVED BY DISTRICT ENGINEER.
<br />21. ALL IRRIGATION BOXES SHALL BE FORMED INSIDE AND OUT AND CONCRETE VIBRATED SUFFICIENTLYTO PROVIDE FOR SMOOTH SURFACED
<br />WALLS/FLOORS WITHOUT VOIDS AND HONEYCOMBS.
<br />22. WATERSTOP R/X: WATERSTOP R/X OR EQUIVALENT SHALL BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS RECOMMENDED BY
<br />THE MANUFACTURER. WATERSTOP R/X SHALL BE HELD SNUGLY IN —PLACE WITH PLASTIC OR METAL NETTING OR OTHER NON —BIODEGRADABLE
<br />MATERIAL OF SIMILAR CONSTRUCTION. A SAMPLE OF THE NETTING MATERIAL PROPOSED TO BE USED SHALL BE SUBMITTED WITH WRITTEN
<br />APPLICATION TO THE SOUTH SAN JOAQUIN IRRIGATION DISTRICT FOR ITS APPROVAL A MINIMUM OF ONE WEEK PRIOR TO INSTALLATION. NO
<br />SUBSTITUTIONS OF NETTING MATERIAL WILL BE PERMITTED WITHOUT THE ADVANCE WRITTEN APPROVAL OF THE DISTRICT'S ENGINEERING
<br />DEPARTMENT HEAD.
<br />23. WATERSTOP R/X OR EQUIVALENT SHALL BE USED AT ALL COLD JOINTS. A 6" THICK BY 8" LONG CONCRETE OVERLAP WILL BE REQUIRED AT ALL
<br />COLD JOINTS OCCURRING DURING THE PLACEMENT OF THE CAST —IN —PLACE PIPE USED FOR IRRIGATION LINES (COLD JOINTS INCLUDE FRESH
<br />CONCRETE WHICH HAS BEEN ALLOWED TO SET FOR MORE THAN 30 MINUTES.).
<br />24. CONTRACTOR SHALL INSTALL #14 SOLID AND COATED (TW, THHN, THWN OR MTW) TRACER WIRE ON TOP OF MAIN PIPE AND TO APPURTENANCE
<br />PER S.S.J.I.D. DETAIL.
<br />PREPARED BY
<br />DATE:
<br />DRAWN. F.
<br />DeMARCO
<br />09-29-16
<br />AM
<br />mcm
<br />DESIGNED: R.
<br />GIBSON
<br />09--29-16
<br />TECHNICAL SERVICES, INC.
<br />I CHECKED: K.
<br />OAKS
<br />09-29-16
<br />2020 L STREET, SUITE 300
<br />SACRAMENTO, CA 95811
<br />50 APPROVED: T.
<br />BARNARD
<br />09-29-16
<br />T 916.414.5800 F 916.414.1557
<br />NO CHANGES
<br />Mdi" Ave Corridor Improvement pnaJeR
<br />Cate Accepted
<br />AS -BUILT
<br />Rewdent Engineer - Maurfcio Rivera, P.E.
<br />RevWwB By D. ECOW 5 o June 8, 2021
<br />SAN JOAQUIN COUNTY PUBLIC, WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />S.S.J.I.D. CONSTRUCTION NOTES
<br />DRAWING
<br />'. ''•:y T--3
<br />OF
<br />No. C70999
<br />T— 3
<br />'•.ClVIL�.%SHEET
<br />or CaO3 OF 176
<br />FILE NO.
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