© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) … · 2020. 7. 1. · ab ac amr...

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AutoCAD SHX TextHIGHWAY 99

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AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL "V" PIPELINE IMPROVEMENTS RIPON, CA.

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AutoCAD SHX Text12/13/2019

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AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL "V" PIPELINE IMPROVEMENTS

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AutoCAD SHX TextExp. 12-31-2020

AutoCAD SHX TextPRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT FOR UNDERGROUND CLEARANCE. USA WILL PROVIDE INFORMATION ABOUT, OR LOCATE AND MARK UNDERGROUND FACILITIES.

AutoCAD SHX TextTHE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

AutoCAD SHX TextUNAUTHORIZED CHANGES & USES

AutoCAD SHX TextPRELIMINARY

AutoCAD SHX TextREVIEW SET - NOT FOR CONSTRUCTION

AutoCAD SHX TextAPPROVED SUBJECT TO THE DATA SHOWN. THE CITY OF RIPON AND THE UNDERSIGNED ARE NOT RESPONSIBLE FOR OMISSIONS AND/OR ERRORS THAT MAY BE PRESENT ON THESE PLANS

AutoCAD SHX TextKEVIN WERNER, CITY ENGINEER


AutoCAD SHX TextS.S.J.I.D., ITS EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR VERIFICATION OF ELEVATIONS AND DIMENSIONS INDICATED ON THESE PLANS NOR ANY ERRORS OR OMISSIONS THAT MAY BE PRESENT. APPROVAL IS SUBJECT TO THE DATA SHOWN WHICH APPEARS TO BE IN CONFORMITY WITH S.S.J.I.D. REQUIREMENTS FOR PROTECTION OF DISTRICT FACILITIES

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AutoCAD SHX TextAB AC AMR ARV BC BSBL BSW BV BVC BW BWL BYL CBC CL CLR COA C.O.R. CY DIA. EC EG ELEV/EL EP EVC EX, EXIST FC FF FG FL FSW GB GV H HGL HP HV HWL INV IRR L LF LH LIP LP LPVC LS LWD MAX MIN MPVC NAVD NO. NOC

AutoCAD SHX TextAGGREGATE BASE ASPHALTIC CONCRETE AUTOMATIC METER READING AIR RELEASE VALVE BEGIN CURVE / BACK OF CURB BUILDING SETBACK LINE BACK OF SIDEWALK BUTTERFLY VALVE BEGIN VERTICAL CURVE BOTTOM OF WALL BROKEN WHITE LINE BROKEN YELLOW LINE CALIFORNIA BUILDING CODE CENTERLINE CLEAR CONDITIONS OF APPROVAL CITY OF RIPON CUBIC YARDS DIAMETER END OF CURVE EXISTING GRADE ELEVATION EDGE OF PAVEMENT END VERTICAL CURVE EXISTING FACE OF CURB FINISH FLOOR FINISH GRADE FLOW LINE FACE OF SIDEWALK GRADE BREAK GATE VALVE HORIZONTAL HYDRAULIC GRADE LEVEL HIGH POINT HORSESHOE VALVE HIGH WATER LINE INVERT IRRIGATION LENGTH LINEAR FEET LAMP HOLE GUTTER LIP LOW POINT LOW POINT VERTICAL CURVE LANDSCAPE LONG WIDTH DIRECTION MAXIMUM MINIMUM MID POINT OF VERTICAL CURVE NORTH AMERICAN VERTICAL DATUM NUMBER NOTICE OF COMPLETION

AutoCAD SHX TextNOI NPDES NTS OC OD OH PCC PCVC PH PL PP PRC PRVC PSI PT PUE PVI R R/W RCP RGRCP RD RP SDE SF SG SSE S.S.J.I.D. STA SW SWD SWL T TBD TC TD TI TOE TOP TW TYP UBC UPC V WCR WDID WE WS

AutoCAD SHX TextNOTICE OF INTENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOT TO SCALE ON CENTER OUTER DIAMETER OVERHEAD POINT OF COMPOUND CURVE POINT COMPOUND VERTICAL CURVE PHONE PROPERTY LINE POWER POLE POINT OF REVERSE CURVE POINT OF REVERSE VERTICAL CURVE POUNDS PER SQUARE INCH POINT PUBLIC UTILITY EASEMENT POINT OF VERTICAL INTERSECTION RADIUS RIGHT-OF-WAY REINFORCED CONCRETE PIPE RUBBER GASKET REINFORCED CONCRETE PIPE RELATIVE DENSITY RETURN POINT STORM DRAIN EASEMENT SQUARE FEET SUB GRADE SANITARY SEWER EASEMENT SOUTH SAN JOAQUIN IRRIGATION DISTRICT STATION SIDEWALK SHORT WIDTH DIRECTION SOLID WHITE LINE THICKNESS TO BE DETERMINED TOP OF CURB TOP OF AC DIKE TRAFFIC INDEX TOE OF SLOPE TOP OF SLOPE TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNIFORM PLUMBING CODE VERTICAL WHEEL CHAIR RAMP WASTE DISCHARGE IDENTIFICATION NUMBER WATER EASEMENT WATER SERVICE

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AutoCAD SHX TextKRAZAN & ASSOCIATES, INC 448 MITCHELL ROAD, SUITE C MODESTO, CA 95354 PH: (209) 572-2200 CONTACT: DAVID R. JAROSZ

AutoCAD SHX TextSOILS ENGINEER

AutoCAD SHX TextCIVIL ENGINEER

AutoCAD SHX TextOWNER

AutoCAD SHX TextMVE, INC. 1117 "L" ST. MODESTO, CA 95354 PH: (866) 526-4214 CONTACT: ANDREW EARLEY, E.I.T. DEREK A. MARTIS, P.E. QSD/QSP

AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT 11011 E. HIGHWAY 120 MANTECA, CA 95336 PH: (209) 249-4600(209) 249-4600

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AutoCAD SHX TextCITY OF RIPON #6012 3/4" IRON PIN WITH 2 1/2" BRASS DISK IN MONUMENT WELL. STAMPED AS SHOWN PER 35-RS-66. QUARTER CORNER LOCATED AT THE INTERSECTION OF COLONY ROAD AND WARREN ROAD. ELEVATION = 64.54' NAVD88 VERTCON: ELEVATION = 62.19' NGVD29

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AutoCAD SHX TextGENERAL NOTES & SPECIFICATIONS

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AutoCAD SHX TextS.S.J.I.D. CONSTRUCTION NOTES

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

AutoCAD SHX Text1. UTILITY STRUCTURES AND APPURTENANCES: ALL UTILITY STRUCTURES SHALL BE INSTALLED AS PER SSJID UTILITY STRUCTURES AND APPURTENANCES: ALL UTILITY STRUCTURES SHALL BE INSTALLED AS PER SSJID STANDARD DETAILS, OR AS OTHERWISE INDICATED IN THE PLANS. 2. BEDDING AND BACKFILL: PIPE SHALL BE BEDDED TO AN ELEVATION ABOVE THE BOTTOM OF THE PIPE EQUAL BEDDING AND BACKFILL: PIPE SHALL BE BEDDED TO AN ELEVATION ABOVE THE BOTTOM OF THE PIPE EQUAL TO AT LEAST 1/4 THE OUTSIDE DIAMETER OF THE PIPE IN DENSIFIED SOIL COMPACTED TO NOT LESS THAN 90% RELATIVE DENSITY PER ASTM D 698. BACKFILL ABOVE THE BEDDING TO THE SURFACE OF THE NATIVE GROUND SHALL BE PLACED SO THAT THE RESULTING DENSITY WILL BE APPROXIMATELY EQUIVALENT TO THE DENSITY OF THE ORIGINAL MATERIAL IN WHICH THE TRENCH WAS EXCAVATED. 3. CONTRACTOR TO VERIFY THE LOCATIONS AND DEPTHS OF ALL PROPOSED TIE-INS TO EXISTING UTILITIES CONTRACTOR TO VERIFY THE LOCATIONS AND DEPTHS OF ALL PROPOSED TIE-INS TO EXISTING UTILITIES AND SHALL NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES. 4. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. CONTRACTOR SHALL VERIFY LOCATION ( BOTH VERTICAL AND HORIZONTAL ) OF ALL EXISTING UNDERGROUND LINES AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO WORK. 5. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST FROM RECORDS BY OTHERS. THE OWNER EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST FROM RECORDS BY OTHERS. THE OWNER AND ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING WORK , THE CONTRACTOR SHALL HAVE EACH UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES , SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. CONTACT U.S.A. AT PHONE NO. 800-227-2600. 6. NOTE : SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION NOTE : SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540) ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973 AS AMENDED , WHICH STATES :"PRIOR TO OPENING AN EXCAVATION , EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATION I.E. , SEWER , WATER , FUEL , ELECTRIC LINES , ETC. WILL BE ENCOUNTERED AND IF SO , WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION , THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS UNCOVERED , ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION."

AutoCAD SHX TextMVE CONSTRUCTION NOTES

AutoCAD SHX Text15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID FOR BY THE OWNER; ALL RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL GIVE THE REVIEWING AGENCY 48 HOURS NOTICE PRIOR TO REQUIRING INSPECTION FOR ALL UNDERGROUND PIPELINES AND STREET CONSTRUCTION. BACKFILL SHALL NOT BE AUTHORIZED OVER UTILITY LINES UNTIL AFTER INSPECTION AND APPROVAL. 16. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING REMAINING IMPROVEMENTS FROM DAMAGE. COSTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR REMOVAL AND/OR REPLACEMENT OF EXISTING IMPROVEMENTS. IF PLANS DO NOT DICTATE THAT RELOCATION OR REMOVAL MUST OCCUR, THEN A DESIGN CHANGE AND CHANGE ORDER SHALL BE PREPARED. 17. THE CONTRACTOR SHALL MAINTAIN A SET OF FULL-SIZE AS-BUILT RECORD DRAWINGS SHOWING THE CONTRACTOR SHALL MAINTAIN A SET OF FULL-SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL; ELECTRICAL AND INSTRUMENTATION EQUIPMENT; PIPING AND CONDUITS; STRUCTURES AND OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS, CONDUITS, CONDUCTORS, POINTS OF CONNECTIONS TO SERVICES, PULL BOXES AND WIRE SIZES. AS-BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. 18. PRIOR TO ACCEPTANCE OF THE PROJECT AND FINAL PROGRESS PAYMENT APPROVAL, THE PRIOR TO ACCEPTANCE OF THE PROJECT AND FINAL PROGRESS PAYMENT APPROVAL, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER (MVE, INC.) ONE SET OF CURRENT AS-BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. 19. HISTORIC PRESERVATION: THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE HISTORIC PRESERVATION: THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE PLANNING DEPARTMENT IN THE EVENT THAT HISTORIC OR PREHISTORIC ARCHAEOLOGICAL FEATURES ARE DISCOVERED DURING EXCAVATION. THE PLANNING DEPARTMENT SHALL NOTIFY THE STATE HISTORIC PRESERVATION OFFICE. REMEDIAL ACTION SHALL BE PREPARED AND IMPLEMENTED BY THE DEVELOPER IN ACCORDANCE WITH IMPLEMENTATION MEASURES OF THE GENERAL PLAN. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND IMPLEMENT A TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND IMPLEMENT A TRAFFIC CONTROL PLAN AND SUBMIT TO THE CITY OF TURLOCK FOR APPROVAL A MINIMUM OF 3 DAYS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN TRAFFIC & ACCESS TO DRIVEWAYS AT ALL TIMES. 21. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE STATE THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE STATE OF CALIFORNIA, MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE ZONES. ANY PROPOSED DEVIATION OR MODIFICATIONS TO THESE TRAFFIC CONTROL REQUIREMENTS SHALL BE SUBMITTED TO THE CITY, COUNTY OR STATE, WHICHEVER IS APPROPRIATE, FOR APPROVAL.

AutoCAD SHX Text1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF RIPON STANDARDS AND THE EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF RIPON STANDARDS AND THE PROJECT'S GEOTECHNICAL REPORT. 2. ALL VEGETATION AND DELETERIOUS MATERIALS SHALL BE REMOVED. ALL VEGETATION AND DELETERIOUS MATERIALS SHALL BE REMOVED. 3. APPROPRIATE DUST CONTROL SHALL BE PROVIDED TO MINIMIZE ANY DUST NUISANCE AND SHALL APPROPRIATE DUST CONTROL SHALL BE PROVIDED TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY. 4. GRADES SHOWN HEREON ARE INTENDED TO PROVIDE A BALANCED EARTH WORK OPERATION, ANY GRADES SHOWN HEREON ARE INTENDED TO PROVIDE A BALANCED EARTH WORK OPERATION, ANY CHANGES IN PROPOSED GRADES REQUIRED IN ORDER TO ACHIEVE A BALANCE, MUST BE COORDINATED WITH THE ENGINEER, THERE WILL BE NO EXTRA COSTS DUE TO THE CONTRACTOR BECAUSE OF THESE CHANGES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO GRADE, MAINTAIN, AND PROVIDE PROPER DRAINAGE THE CONTRACTOR SHALL BE RESPONSIBLE TO GRADE, MAINTAIN, AND PROVIDE PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR DRAINING ONTO ADJACENT PROPERTIES. 6. EARTHWORK CALCULATIONS ARE BASED ON THE EXISTING GROUND ELEVATIONS BEING COMPARED EARTHWORK CALCULATIONS ARE BASED ON THE EXISTING GROUND ELEVATIONS BEING COMPARED TO THE DESIGN SURFACE ELEVATIONS. THE QUANTITIES SHOWN BELOW DO NOT TAKE INTO ACCOUNT ANY EXISTING STRUCTURAL PAVEMENT THICKNESSES. THEREFORE THESE QUANTITIES ARE ONLY ESTIMATES TO HELP AID THE CONTRACTOR. 7. THE INTENT OF THIS PLAN IS TO AID THE CONTRACTOR IN DETERMINING THE QUANTITIES OF DIRT THE INTENT OF THIS PLAN IS TO AID THE CONTRACTOR IN DETERMINING THE QUANTITIES OF DIRT TO BE MOVED. THE CUT AND FILL QUANTITIES SHOWN HEREON INDICATE A THEORETICAL YARDAGE FIGURE AND ARE GIVEN ONLY AS A CONVENIENCE TO THE CONTRACTOR. CUT WAS GENERATED AS THE VOLUME OF DIRT GENERATED FROM THE EXCAVATION OF THE PROPOSED 78" IRRIGATION PIPE AND PROPOSED IRRIGATION STRUCTURES. TOTAL CUT REQUIRED 2,098 CY* 2,098 CY* TOTAL FILL REQUIRED 1,924 CY* 1,924 CY* NET EXPORT 174 CY* 174 CY* *ASSUMES NO SHRINKAGE OR EXPANSION FACTORS. THESE EARTHWORK NUMBERS ARE BASED ON ALL IMPROVEMENTS FOR THE PROJECT. 8. THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES PRIOR TO SUBMITTING BIDS. ANY THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES PRIOR TO SUBMITTING BIDS. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMITTING BIDS. NO EXTRA PAYMENT WILL BE PROVIDED FOR GRADING REQUIRED TO ACHIEVE BALANCE. STOCKPILING OF EXCESS FOR FUTURE PHASES SHALL BE COORDINATED WITH THE DEVELOPER AND THE ENGINEER. 9. THE GENERAL CONTRACTOR SHALL COORDINATE WORK OF GRADING CONTRACTOR AND LANDSCAPE THE GENERAL CONTRACTOR SHALL COORDINATE WORK OF GRADING CONTRACTOR AND LANDSCAPE CONTRACTOR WITH RESPECT TO FINISH GRADING IN PLANTING AREAS. GRADING CONTRACTOR SHALL STOCKPILE APPROPRIATE YARDAGE FROM SITE PREPARATION FOR THIS USE. EXACT AMOUNT SHALL BE DETERMINED BY LANDSCAPE CONTRACTOR. THE DIRT STOCKPILED SHALL BE FREE FROM GRASS, WEEDS AND OTHER DEBRIS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL PLACEMENT AND GRADING IN MOUNDED AREAS. IF THE SITE IS STRIPPED, THE STRIPPED MATERIAL SHALL BE STOCKPILED FOR USE IN THE LANDSCAPED AREAS 10. PRIOR TO GENERAL SITE GRADING, SURFACE VEGETATION, ORGANIC TOPSOIL, AND ANY DEBRIS PRIOR TO GENERAL SITE GRADING, SURFACE VEGETATION, ORGANIC TOPSOIL, AND ANY DEBRIS SHOULD BE REMOVED AND DISPOSED OF. DEEP STRIPPING WILL BE REQUIRED WHERE CONCENTRATIONS OF ORGANIC SOILS OR TREE ROOTS ARE ENCOUNTERED DURING SITE GRADING. THE DEPTH OF STRIPPING AND/OR DISCING SHOULD BE DETERMINED IN THE FIELD BY A REPRESENTATIVE OF TECHNICON ENGINEERING SERVICES PRIOR TO EARTHWORK. THIS MATERIAL, HOWEVER, SHOULD NOT BE INCORPORATED INTO ANY ENGINEERED FILL.

AutoCAD SHX TextGRADING & EARTHWORK:


AutoCAD SHX TextGENERAL:

AutoCAD SHX TextTO COMPLY WITH THE STATE OF CALIFORNIA'S STATEWIDE GENERAL NPDES PERMIT. REGULATING DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM SOIL DISTURBANCES OF 1 ACRE OR MORE. A NOTICE OF INTENT (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE FILED AND APPROPRIATE FEE PAID PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE NOI CAN BE OBTAINED BY ENTERING THE PROJECT INFORMATION AND UPLOADING THE PROJECT SWPPP ONTO THE SMARTS WEBSITE. IN ADDITION, AT THE CONCLUSION OF THE PROJECT A NOTICE OF TERMINATION (NOT) MUST ALSO BE FILED. SUBMIT THE FEE, NOI, AND NOC TO THE STATE WATER RESOURCES CONTROL BOARD VIA THE SMARTS WEBSITE. STATE WATER RESOURCES CONTROL BOARD SMARTS WEBSITE ADDRESS: HTTPS://SMARTS.WATERBOARDS.CA.GOV/SMARTS/FACES/SWSMARTSLOGIN.JSP NOI FILE DATE: -/-/- WDID NO: ----------

AutoCAD SHX TextSTORM DRAIN NPDES PERMIT:


AutoCAD SHX TextGENERAL:

AutoCAD SHX Text1. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE CITY OF RIPON STANDARDS AND SPECIFICATIONS LATEST EDITION AND ALL AMENDMENTS THERETO TO DATE AND CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (CALTRANS) LATEST EDITION, WHERE APPLICABLE. 2. SOILS REPORT: THE GEOTECHNICAL ENGINEERING INVESTIGATION ENTITLED "GEOTECHNICAL SOILS REPORT: THE GEOTECHNICAL ENGINEERING INVESTIGATION ENTITLED "GEOTECHNICAL ENGINEERING INVESTIGATION PROPOSED MEADOWOOD SUBDIVISION FULTON AND SHASTA AVENUES (APN 261-020-05) RIPON, CALIFORNIA" PREPARED BY KRAZAN & ASSOCIATES, INC. IS HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN A COPY OF THIS REPORT AND SHALL PERFORM ALL GRADING, EXCAVATING, COMPACTION, AND SUBGRADE PREPARATION AS PER DIRECTION GIVEN IN THESE PLANS AND THE SOILS REPORT. 3. APPROVAL OF THE USE OF NON-APPROVED MATERIALS OR CONSTRUCTION TECHNIQUES MUST APPROVAL OF THE USE OF NON-APPROVED MATERIALS OR CONSTRUCTION TECHNIQUES MUST BE OBTAINED FROM THE CITY ENGINEER IN ADVANCE OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER AND/OR ENGINEER. 5. PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL INVITE THE APPROPRIATE PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL INVITE THE APPROPRIATE REGULATORY AGENCIES TO A PRE-CONSTRUCTION CONFERENCE. 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS PERTAINING TO HIS OPERATIONS. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTOR'S ATTENTION IS CALLED TO THE REQUIREMENTS OF TITLE 8, CALIFORNIA ADMINISTRATION CODE, SUBCHAPTER 4, ARTICLE 6, "EXCAVATIONS, TRENCHES AND EARTHWORK." 7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 8. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CONSTRUCTION WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 9. APPROPRIATE DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S APPROPRIATE DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND WITH LOCAL REQUIREMENTS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF "AS-BUILT" RED-LINED THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF "AS-BUILT" RED-LINED PLANS THAT SHOWS ANY CHANGES WHICH OCCUR DURING CONSTRUCTION. PRIOR TO FINAL ACCEPTANCE OF IMPROVEMENTS, THE CONTRACTOR SHALL SUBMIT THE AS-BUILT PLANS TO MVE. 11. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORK PERFORMED BY THE CONTRACTOR THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY WORK PERFORMED BY THE CONTRACTOR AND/OR OWNER BASED ON DRAWINGS, WHICH HAVE NOT BEEN SIGNED AND SEALED BY THE ENGINEER. 12. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL SURVEY STAKES AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE. 13. EACH CONTRACTOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT EACH CONTRACTOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH PHASE OF WORK AND TO REMOVE AND DISPOSE OF ALL TRASH, SCRAP, AND UNUSED MATERIAL AT THEIR OWN EXPENSE IN A TIMELY MANNER. 14. WORK IN EASEMENTS AND/OR RIGHTS-OF-WAY IS SUBJECT TO THE APPROVAL AND WORK IN EASEMENTS AND/OR RIGHTS-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND/OR MAINTENANCE OF SAID EASEMENT AND/OR RIGHT-OF-WAY. FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY OR EASEMENTS, THE CONTRACTOR SHALL PRESERVE THE INTEGRITY EASEMENTS, THE CONTRACTOR SHALL PRESERVE THE INTEGRITY AND LOCATION OF ANY AND ALL PUBLIC UTILITIES AND PROVIDE THE NECESSARY CONSTRUCTION TRAFFIC CONTROL. CONTRACTOR SHALL, THROUGH THE ENCROACHMENT PERMIT PROCESS, VERIFY WITH THE NECESSARY REGULATORY AGENCIES, THE NEED FOR ANY TRAFFIC ROUTING PLANS. IF A PLAN IS REQUIRED, CONTRACTOR SHALL PROVIDE PLAN AND RECEIVE PROPER APPROVALS PRIOR TO CONSTRUCTION

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AutoCAD SHX TextEXISTING 74' WIDE SSJID EASEMENT DATED JUNE 2, 1913 (PER DISTRICT PI-3271) UNRECORDED AGREEMENT WITH YAPLE & CO.

AutoCAD SHX TextRIEMERSMA APN 261-640-560

AutoCAD SHX TextEXISTING RIEMERSMA PRIVATE DITCH AND SLIDE VALVES TO BE PROTECTED.

AutoCAD SHX TextEXISTING 60' WIDE SSJID EASEMENT DATED NOVEMBER 22, 1913 (PER DISTRICT PI-3271) UNRECORDED AGREEMENT WITH HUGHES.

AutoCAD SHX TextPROPOSED SSJID ACCESS EASEMENT.

AutoCAD SHX TextCITY OF RIPON APN 261-640-400

AutoCAD SHX TextMANGELOS BROTHERS INC. APN 261-640-240


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AutoCAD SHX TextTOPOGRAPHY & DEMOLITION PLAN

AutoCAD SHX TextTO1

AutoCAD SHX Text3

AutoCAD SHX TextDEMOLITION LEGEND

AutoCAD SHX TextEXISTING CONCRETE CANAL TO BE DEMOLISHED AND REMOVED FROM SITE.

AutoCAD SHX TextWARREN DRIVE

AutoCAD SHX TextFRONTAGE ROAD


AutoCAD SHX TextFULTON AVENUE

AutoCAD SHX Text43

AutoCAD SHX TextEG. CONTOUR

AutoCAD SHX TextBOESCH DRIVE


AutoCAD SHX TextDEMOLITION NOTES

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AutoCAD SHX TextEXISTING IRRIGATION INLET STRUCTURE TO BE REMOVED FROM SITE. TRIPLE BARREL 42" DIA. PIPES TO BE PROTECTED IN PLACE. CONTRACTOR TO REMOVE 8LF OF EXISTING 14" DIA. PIPE. EXISTING TELEMETRY EQUIPMENT TO BE PROTECTED IN PLACE. TELEMETRY EQUIPMENT CONSISTS OF A SCADA CONTROL PANEL, WOODEN POLE, 3'X3' CONCRETE PAD, AND SITTING WELL. TELEMETRY EQUIPMENT TO BE RETROFITTED FOR OPERATION BY SSJID STAFF AT THE EXPENSE OF THE DEVELOPER. EXISTING CHAIN LINK FENCE TO BE REMOVED FROM SITE. EXISTING TYPE "C" IRRIGATION GATE STRUCTURE TO BE REMOVED FROM SITE. EXISTING 24" DIA. IRRIGATION PIPE TO BE REMOVED FROM SITE. EXISTING CONCRETE STRUCTURE TO BE REMOVED. SLIDE GATE, SLUICE GATES, AND APPURTENANCES TO BE RETURNED TO SSJID. EXISTING CONCRETE STEPS AND ABUTMENTS TO BE REMOVED. CATWALK TO BE RETURNED TO SSJID. "NO TRESPASSING" SIGN TO BE REMOVED FROM SITE. BARBED WIRE FENCE TO BE PROTECTED IN PLACE. PROTECT GUY WIRE IN PLACE.

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AutoCAD SHX TextEXISTING IRRIGATION GATE VALVE TO BE RETURNED TO RIEMERSMA. EXISTING 12" IRRIGATION PIPE TO BE REMOVED FROM SITE. CONTRACTOR TO SAWCUT EXISTING LATERAL V88DD 12" MINIMUM FROM EDGE OF CONTROL BOX AND INSTALL CONCRETE PLUG PER SSJID DETAIL ON SHEET CD3. EXISTING CONCRETE STRUCTURE TO BE REMOVED. CANAL GATES TO BE RETURNED TO SSJID. REMOVE 947± LF OF EXISTING LATERAL V88DD AND APPURTENANCESFROM EXISTING SSJID SINGLE-CELL BOX (DEMOLITION NOTE 14) TO GOODWIN DRIVE'S EASTERNMOST RIGHT-OF-WAY. INSTALL PIPE PLUG PER SSJID STANDARD NO. 2.04 AT GOODWIN. SEE SHEET CD4 FOR PIPE PLUG DETAIL. EXISTING TREE TO BE REMOVED FROM SITE. CONTRACTOR TO PROTECT IN PLACE.

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AutoCAD SHX TextEX12"NPW










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AutoCAD SHX TextSHASTA AVENUE

AutoCAD SHX TextEXISTING UNRECORDED SSJID EASEMENT DATED JUNE 2, 1913 (PER DISTRICT PI-3271)

AutoCAD SHX TextLAN WAY

AutoCAD SHX TextGOODWIN DRIVE


AutoCAD SHX TextLATERAL V 88D





AutoCAD SHX TextTHEODORE J MADZEY/KERRY MADZE APN 261-020-380

AutoCAD SHX TextRIPON LLC APN 261-040-020

AutoCAD SHX TextMONPELIER FARMING CORPORATION DENAIR FARMS LLC APN 261-020-030

AutoCAD SHX TextBAYBERRY LANE


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AutoCAD SHX TextNO.


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AutoCAD SHX TextTOPOGRAPHY & DEMOLITION PLAN

AutoCAD SHX TextTO2

AutoCAD SHX Text4

AutoCAD SHX TextDEMOLITION NOTES

AutoCAD SHX Text43

AutoCAD SHX TextEG. CONTOUR


AutoCAD SHX Text3

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AutoCAD SHX TextEXISTING IRRIGATION INLET STRUCTURE TO BE REMOVED FROM SITE. TRIPLE BARREL 42" DIA. PIPES TO BE PROTECTED IN PLACE. CONTRACTOR TO REMOVE 8LF OF EXISTING 14" DIA. PIPE. EXISTING TELEMETRY EQUIPMENT TO BE PROTECTED IN PLACE. TELEMETRY EQUIPMENT CONSISTS OF A SCADA CONTROL PANEL, WOODEN POLE, 3'X3' CONCRETE PAD, AND SITTING WELL. TELEMETRY EQUIPMENT TO BE RETROFITTED FOR OPERATION BY SSJID STAFF AT THE EXPENSE OF THE DEVELOPER. EXISTING CHAIN LINK FENCE TO BE REMOVED FROM SITE. EXISTING TYPE "C" IRRIGATION GATE STRUCTURE TO BE REMOVED FROM SITE. EXISTING 24" DIA. IRRIGATION PIPE TO BE REMOVED FROM SITE. EXISTING CONCRETE STRUCTURE TO BE REMOVED. SLIDE GATE, SLUICE GATES, AND APPURTENANCES TO BE RETURNED TO SSJID. EXISTING CONCRETE STEPS AND ABUTMENTS TO BE REMOVED. CATWALK TO BE RETURNED TO SSJID. "NO TRESPASSING" SIGN TO BE REMOVED FROM SITE. BARBED WIRE FENCE TO BE PROTECTED IN PLACE. PROTECT GUY WIRE IN PLACE.

AutoCAD SHX Text10

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AutoCAD SHX Text14

AutoCAD SHX Text99

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AutoCAD SHX Text16

AutoCAD SHX TextEXISTING IRRIGATION GATE VALVE TO BE RETURNED TO RIEMERSMA. EXISTING 12" IRRIGATION PIPE TO BE REMOVED FROM SITE. CONTRACTOR TO SAWCUT EXISTING LATERAL V88DD 12" MINIMUM FROM EDGE OF CONTROL BOX AND INSTALL CONCRETE PLUG PER SSJID DETAIL ON SHEET CD3. EXISTING CONCRETE STRUCTURE TO BE REMOVED. CANAL GATES TO BE RETURNED TO SSJID. REMOVE 947± LF OF EXISTING LATERAL V88DD AND APPURTENANCESFROM EXISTING SSJID SINGLE-CELL BOX (DEMOLITION NOTE 14) TO GOODWIN DRIVE'S EASTERNMOST RIGHT-OF-WAY. INSTALL PIPE PLUG PER SSJID STANDARD NO. 2.04 AT GOODWIN. SEE SHEET CD4 FOR PIPE PLUG DETAIL. EXISTING TREE TO BE REMOVED FROM SITE. CONTRACTOR TO PROTECT IN PLACE.

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AutoCAD SHX TextPP

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AutoCAD SHX TextPP

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AutoCAD SHX TextWV

AutoCAD SHX TextWV









AutoCAD SHX TextCONSTRUCT POUR-OVER/JUNCTION BOX. SEE SHEET CD1 FOR DETAIL.

AutoCAD SHX TextCONSTRUCT SSJID PRESSURE MANHOLE. SEE SHEET CD3 FOR DETAIL.

AutoCAD SHX TextCONSTRUCT SSJID PRESSURE MANHOLE. SEE SHEET CD3 FOR DETAIL.

AutoCAD SHX TextCONSTRUCT SSJID PRESSURE MANHOLE WITH RIEMERSMA IRRIGATION SERVICE CONNECTION. SEE SHEET CD3 FOR DETAILS.

AutoCAD SHX TextINSTALL 338 LF OF 78" RGRCP, IRR


AutoCAD SHX TextREMOVE AND REPLACE 12 LF OF 12" RCP TO DISCHARGE INTO EXISTING RIEMERSMA PRIVATE DITCH.

AutoCAD SHX TextSTA:10+00 N:6378506.39 E:2095084.98

AutoCAD SHX TextSTA:21+00 N:6379146.10 E:2095979.84


AutoCAD SHX TextCONCRETE COLLAR PER SSJID STD. NO.2.02. SEE SHEET CD4 FOR DETAIL.

AutoCAD SHX TextFUTURE VEHICULAR ACCESS PER MEADOWOOD SUBDIVISION IMPROVEMENT PLANS BY MVE.

AutoCAD SHX TextTEMPORARY GRADING UNTIL MEADOWOOD SUBDIVISION IMPROVEMENTS ARE COMPLETED.

AutoCAD SHX TextEXISTING 74' WIDE SSJID EASEMENT DATED JUNE 2, 1913 (PER DISTRICT PI-3271) UNRECORDED AGREEMENT WITH YAPLE & CO.

AutoCAD SHX TextRIEMERSMA APN 261-640-56

AutoCAD SHX TextEXISTING 60' WIDE SSJID EASEMENT DATED NOVEMBER 22, 1913 (PER DISTRICT PI-3271) UNRECORDED AGREEMENT WITH HUGHES.

AutoCAD SHX TextPROPOSED SSJID ACCESS EASEMENT.

AutoCAD SHX TextCONSTRUCT 15' WIDE ACCESS ROAD PER SSJID STD. NO. 2.07. SEE SHEET CD4 FOR DETAIL.

AutoCAD SHX TextTRENCHING PER TYPICAL TRENCH SECTION DETAIL. SEE SHEET CD3 FOR DETAIL.




AutoCAD SHX Text271 LF 78" RGRCP, IRR S=0.0005

AutoCAD SHX TextEXISTING GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

AutoCAD SHX TextDIRECTION OF FLOW



AutoCAD SHX TextFINISHED GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

AutoCAD SHX TextEXISTING GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

AutoCAD SHX TextFINISHED GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

AutoCAD SHX TextELEV: 52.49

AutoCAD SHX TextEXISTING 78" RGRCP, IRR

AutoCAD SHX TextEXISTING 42" TRIPLE BARREL RCP, IRR



AutoCAD SHX Text24 LF 78" RGRCP, IRR

AutoCAD SHX TextCONCRETE COLLAR PER SSJID STD. NO. 2.02. SEE SHEET CD4 FOR DETAIL

AutoCAD SHX TextHGL PROFILE FOR HIGH FLOW Q=115 CFS

AutoCAD SHX TextHGL PROFILE FOR LOW FLOW Q=45 CFS


AutoCAD SHX Text OF








AutoCAD SHX TextNO.


AutoCAD SHX TextBY





AutoCAD SHX Text11




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AutoCAD SHX TextPP1

AutoCAD SHX Text5

AutoCAD SHX TextHORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4'

AutoCAD SHX TextLATERAL "V" PROFILE


AutoCAD SHX TextPLAN AND PROFILE

AutoCAD SHX TextLATERAL V" PLAN VIEW

AutoCAD SHX TextWARREN DRIVE



AutoCAD SHX TextFULTON AVENUE

AutoCAD SHX TextGENERAL NOTES

AutoCAD SHX Text1.78" SD LINE TO BE RGRCP CLASS III SLOPED AT A 78" SD LINE TO BE RGRCP CLASS III SLOPED AT A MINIMUM OF 0.05% UNLESS OTHERWISE NOTED.

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AutoCAD SHX TextWARREN ROAD


AutoCAD SHX TextRAILING AND LADDER PER SSJID STD. NO. 1.06. SEE SHEET CD4 FOR DETAIL.

AutoCAD SHX TextEXISTING CHAIN LINK FENCE

AutoCAD SHX TextINTERIOR LADDER PER SSJID STD. NO. 1.05. SEE SHEET CD4 FOR DETAIL.

AutoCAD SHX TextINTERIOR LADDER PER SSJID STD. NO. 1.05. SEE SHEET CD4 FOR DETAIL.

AutoCAD SHX Text48" WATERMAN C-10 GATE VALVE WITH MAINTENANCE ACCESS.

AutoCAD SHX TextEXISTING GUY LINE

AutoCAD SHX TextEXISTING CITY OWNED STORM DRAIN PUMP STATION.

AutoCAD SHX TextEXISTING PAVEMENT

AutoCAD SHX TextEXISTING POWER POLE

AutoCAD SHX Text14" DIA. STEEL PIPE

AutoCAD SHX TextWELDED 45°STEEL PIPE BEND.

AutoCAD SHX TextLOCATION AT WHICH EXISTING PIPE PROTRUDES FROM UNDERGROUND.

AutoCAD SHX TextEXISTING ABOVE GROUND (2) 14" DIA. STEEL PIPE.

AutoCAD SHX TextEXISTING GUY LINE

AutoCAD SHX TextEXISTING POWER POLE

AutoCAD SHX TextEX. 42" DIA.



AutoCAD SHX Text78" DIA.

AutoCAD SHX TextINSTALL BOLLARD PROTECTION. SEE SHEET CD2 FOR 6" BOLLARD DETAIL.

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextEXISTING R/W

AutoCAD SHX TextB'

AutoCAD SHX Text60' WIDE SSJID EASEMENT PER NOVEMBER 22, 1913 UNRECORDED AGREEMENT WITH HUGHES.

AutoCAD SHX Text60' WIDE SSJID EASEMENT PER NOVEMBER 22, 1913 UNRECORDED AGREEMENT WITH HUGHES.

AutoCAD SHX TextC

AutoCAD SHX TextJUNCTION BOX

AutoCAD SHX TextPOUR-OVER BOX

AutoCAD SHX TextFOR POUR-OVER/JUNCTION BOX FRAME AND GRATING, SEE SHEET CD2 FOR DETAIL.

AutoCAD SHX TextBOARD-SLOT COLUMN ASSEMBLY (NOT SHOWN FOR CLARITY)

AutoCAD SHX TextD'

AutoCAD SHX TextD

AutoCAD SHX TextA'

AutoCAD SHX TextC'

AutoCAD SHX Text14" DIA. STEEL PIPE

AutoCAD SHX TextWELDED 45°STEEL PIPE BEND.


AutoCAD SHX TextSECTION C-C'


AutoCAD SHX TextSECTION B-B'

AutoCAD SHX TextFL=61.17±

AutoCAD SHX TextFL=52.33

AutoCAD SHX Text(3) EXISTING 42" DIA. RCP PIPE

AutoCAD SHX TextSUMP=58.70

AutoCAD SHX TextPROPOSED 78" DIA. RGRCP PIPE

AutoCAD SHX TextFL=59.70


AutoCAD SHX TextTOP WEIR=64.70

AutoCAD SHX TextTOP BOX=70.30

AutoCAD SHX Text48" WATERMAN C-10 GATE VALVE

AutoCAD SHX TextFG=67.80

AutoCAD SHX TextQ=115 CFS


AutoCAD SHX Text3/4" MINUS STRUCTURAL FILL COMPACTED TO 85% OVER UNDISTURBED EARTH.

AutoCAD SHX Text3/4" MINUS STRUCTURAL FILL COMPACTED TO 85% OVER UNDISTURBED EARTH.

AutoCAD SHX TextINTERIOR LADDER PER STD. NO. 1.05 SEE SHEET CD4 FOR DETAIL.

AutoCAD SHX TextINTERIOR LADDER PER STD. NO. 1.05 SEE SHEET CD4 FOR DETAIL.



AutoCAD SHX TextHGL=67.32

AutoCAD SHX TextHGL=65.99

AutoCAD SHX TextWEIR=64.70

AutoCAD SHX TextFL=59.70 48"DIA. OPENING




AutoCAD SHX TextINV=68.15


AutoCAD SHX TextEXISTING 14" DIA. STEEL PIPE

AutoCAD SHX TextCONNECT TO EXISTING 14" DIA. STEEL PIPE VIA. WELD.

AutoCAD SHX TextPIPE SUPPORTS (TYP.)




AutoCAD SHX TextINV=68.15


AutoCAD SHX TextEXISTING 14" DIA. STEEL PIPE

AutoCAD SHX TextCONNECT TO EXISTING 14" DIA. STEEL PIPE VIA. WELD.

AutoCAD SHX TextPIPE SUPPORTS (TYP.)

AutoCAD SHX TextQ=115 CFS, HGL=66.14

AutoCAD SHX TextQ=45 CFS, HGL=65.12

AutoCAD SHX TextINV=61.17±


AutoCAD SHX TextSECTION A-A'

AutoCAD SHX TextW8X13 STEEL BEAM.

AutoCAD SHX TextNOTE: 1. HYDRAULIC GRADE LEVELS (HGL) SHOWN ABOVE REPRESENT THE HGL HYDRAULIC GRADE LEVELS (HGL) SHOWN ABOVE REPRESENT THE HGL WITHIN THE POUR-OVER BOX PRODUCED BY THE WEIR.

AutoCAD SHX TextNOTE: 1. HYDRAULIC GRADE LEVELS (HGL) SHOWN ABOVE REPRESENT THE HGL HYDRAULIC GRADE LEVELS (HGL) SHOWN ABOVE REPRESENT THE HGL WITHIN THE JUNCTION BOX.

AutoCAD SHX TextCONCRETE COLLAR PER PIPE CONNECTION TO STRUCTURE DETAIL. SEE SHEET CD3 FOR DETAIL. (TYP.)

AutoCAD SHX Text90° ELBOW

AutoCAD SHX Text90° ELBOW

AutoCAD SHX TextSEE SECTION D-D'

AutoCAD SHX TextTOP

AutoCAD SHX TextW8X18 STEEL COLUMN. FOR COLUMN ASSEMBLY DETAILS, SEE SHEET CD2.

AutoCAD SHX TextSEE SECTION D-D'

AutoCAD SHX TextW8X13 BEAM SEAT. SEE SHEET CD2 FOR DETAIL.

AutoCAD SHX TextW8X13 BEAM SEAT. SEE SHEET CD2 FOR DETAIL.

AutoCAD SHX TextALUMINUM SWAGE BAR GRATING

AutoCAD SHX TextL2"X2" CLEAT

AutoCAD SHX TextTOP=66.92'=66.92'

AutoCAD SHX TextTOP BOX=70.30'=70.30'

AutoCAD SHX TextBOTTOM CONCRETE BEAM=66.30'=66.30'

AutoCAD SHX TextTOP WEIR=64.70'

AutoCAD SHX TextNTS

AutoCAD SHX TextSECTION D-D'


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AutoCAD SHX TextCD1

AutoCAD SHX Text6

AutoCAD SHX Text1. MATERIAL 3,000 PSI, CLASS "A" CEMENT MATERIAL 3,000 PSI, CLASS "A" CEMENT 2. REINFORCEMENT: #5 REBAR 10" O.C. MIN. SEE TYP. REINFORCEMENT DETAIL. REINFORCEMENT: #5 REBAR 10" O.C. MIN. SEE TYP. REINFORCEMENT DETAIL. 3. JOINTS: ALL COLD JOINT MUST BE PREPARED AS PER S36. TYP. COLD JOINT CONSTR. JOINTS: ALL COLD JOINT MUST BE PREPARED AS PER S36. TYP. COLD JOINT CONSTR. 4. GROUND COVER: MIN. 30" FROM TOP OF PIPELINE. GROUND COVER: MIN. 30" FROM TOP OF PIPELINE. 5. HOOK-UP: 3 SECTIONS R.G.R.C.P. MIN. WITH R.X. WATER STOP IN CONNECTIONS TO HOOK-UP: 3 SECTIONS R.G.R.C.P. MIN. WITH R.X. WATER STOP IN CONNECTIONS TO STRUCTURE. FLUSH FIT WITH SMOOTH INTERIOR FINISH. 6. RAILING IS TO BE INSTALLED ON ALL STRUCTURES EXCEEDING 24" ABOVE FIELD GRADE-SEE RAILING IS TO BE INSTALLED ON ALL STRUCTURES EXCEEDING 24" ABOVE FIELD GRADE-SEE SSJID STANDARD DETAILS. 7. CONCRETE STRUCTURES SHALL BE PLACED ON 12" MINIMUM OF 3/4" MINUS STRUCTURAL CONCRETE STRUCTURES SHALL BE PLACED ON 12" MINIMUM OF 3/4" MINUS STRUCTURAL FILL COMPACTED TO 85%. WHERE POSSIBLE, VERTICAL WALLS SHALL BE POURED AGAINST UNDISTURBED EARTH. 8. PAINT ALL EXPOSED STEEL PER DISTRICT STDS. SPECS. PAINT ALL EXPOSED STEEL PER DISTRICT STDS. SPECS. 9. MINIMUM BAR COVER IS CLEAR DISTANCE BETWEEN SURFACE OF BAR AND FACE OF MINIMUM BAR COVER IS CLEAR DISTANCE BETWEEN SURFACE OF BAR AND FACE OF CONCRETE AND SHALL BE 2 INCHES MINIMUM FOR FORMED SURFACES AND 3 INCHES MINIMUM FOR SURFACES CAST ON EARTH. 10. UNLESS SHOWN OTHERWISE, ALL BAR SPLICES TO BE LAPPED A MINIMUM OF 39 DIAMETERS UNLESS SHOWN OTHERWISE, ALL BAR SPLICES TO BE LAPPED A MINIMUM OF 39 DIAMETERS OF THE REBAR SIZE CALLED OUT ON DRAWINGS VERTICAL BARS SHALL EXTEND ABOVE THE FLOOR WALL TIE-IN A MINIMUM OF 39 DIAMETERS OF THE REBAR SIZE CALLED OUT ON DRAWINGS 11. BOX TOP TO BE EXPANDED METAL GRATING OR EQUIVALENT, WITH MAINTENANCE ACCESS AS BOX TOP TO BE EXPANDED METAL GRATING OR EQUIVALENT, WITH MAINTENANCE ACCESS AS NOTED. SSJID TO BE PROVIDED WITH DETAILS AND SHOP DRAWINGS FOR DISTRICT APPROVAL PRIOR TO INSTALLATION.

AutoCAD SHX TextCONSTRUCTION NOTES

AutoCAD SHX Text1. HYDRAULIC CALCULATIONS WERE PERFORMED USING SURVEY MEASUREMENTS AND SSJID FLOW HYDRAULIC CALCULATIONS WERE PERFORMED USING SURVEY MEASUREMENTS AND SSJID FLOW DATA, AND APPLIED TO AN ENERGY-LOSS SOLUTION BY MANNING'S FORMULA FOR PIPE FLOWING FULL. EMPIRICAL EQUATIONS AND CHARTS WERE USED TO CALCULATE ENERGY LOSSES FROM PIPE FRICTION AND OTHER FORM LOSSES. IN GENERAL, CALCULATIONS PROCEEDED UPSTREAM, AS FLOW CLASSIFICATION IS SUBCRITICAL. 2. INTENT OF NEW SYSTEM DESIGN IS TO REPLACE OPEN CHANNEL WITH PIPE AND TO MATCH INTENT OF NEW SYSTEM DESIGN IS TO REPLACE OPEN CHANNEL WITH PIPE AND TO MATCH EXISTING HYDRAULIC CONDITIONS FOR RIEMERSMA PROPERTY IRRIGATION SERVICE. EXISTING SYSTEM USES A 10' WIDE SUPPRESSED, SUBMERGED, AND CONTRACTED RECTANGULAR WEIR TO BACK-UP WATER FOR RIEMERSMA. THIS CONCEPT WILL BE USED FOR NEW SYSTEM, WITH NEW WEIR TO BE ADDED TO NEW JUNCTION/POUR-OVER BOX AT NEW 78" PIPE/EXISTINGTRIPLE-BARREL 42" CULVERT CONNECTION.3. DUE TO LATERAL V's WIDELY VARIABLE CONDITIONS, IT WAS NECESSARY TO IDENTIFY HIGH-FLOW DUE TO LATERAL V's WIDELY VARIABLE CONDITIONS, IT WAS NECESSARY TO IDENTIFY HIGH-FLOW (Q=115 CFS) AND LOW-FLOW (Q=45 CFS) AND TO VERIFY RIEMERSMA'S ABILITY TO IRRIGATE UNDER EACH EXTREME. STARTING HGL ELEVATIONS WERE MEASURED JUST UPSTREAM FROM TRIPLE-BARREL CULVERT, AND WERE DETERMINED TO BE 66.14 FT. AND 65.12 FT., RESPECTIVELY (NAVD 88 DATUM). IN ADDITION, A HIGH-WATER MARK GRADE (ASSUMED TO CORRESPOND TO Q=115 CFS) WAS SURVEYED AT RIEMERSMA'S SERVICE POINT (STA 17+10± FOR THIS PROJECT).THIS GRADE WAS 67.77 FT. AND MATCHED BY THE NEW DESIGN.


AutoCAD SHX TextSSJID POUR-OVER/JUNCTION BOX PLAN VIEW

AutoCAD SHX TextHYDRAULIC NOTES

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AutoCAD SHX TextHSS3x2x3/16














AutoCAD SHX TextW8X13 STEEL BEAM

AutoCAD SHX Text1/2" X6" WEDGE ANCHOR @ 36"MAXIMUM SPACING (TYP.)

AutoCAD SHX Text4.27# EXPANDED METAL GRATING SHALL BE INSTALLED SUCH THAT THE "LONG WIDTH DIRECTION" IS LAIN PERPENDICULAR TO THE HSS SUPPORT MEMBERS AS SHOWN

AutoCAD SHX TextVALVE STEM SUPPORT PLATE. SEE THIS SHEET FOR DETAIL.



AutoCAD SHX Text2"X2" BOARD SLOT. SEE THIS SHEET FOR DETAIL.

AutoCAD SHX Text2"X2" BOARD SLOT. SEE THIS SHEET FOR DETAIL.

AutoCAD SHX TextALUMINUM SWAGE BAR GRATING WITH PANELS AND RETAINING HARDWARE TO BE USED FOR EASE OF REMOVAL.SEE THIS SHEET FOR GRATING SUPPORT DETAIL.

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AutoCAD SHX TextW8X18 BEAM SEAT DETAIL. SEE THIS SHEET FOR DETAIL.

AutoCAD SHX TextW8X18 BEAM SEAT DETAIL. SEE THIS SHEET FOR DETAIL.

AutoCAD SHX TextW8X18 COLUMN ASSEMBLY, 4'-10" TALL BOLTED TO CONCRETE WEIR WALL. BRACE TO OPPOSING WALL WITH HSS 3"X3"X " STRUT, 6'-0" LONG. 14" STRUT, 6'-0" LONG. SEE STRUT DETAIL FOR MORE INFORMATON

AutoCAD SHX TextTOP COLUMN =69.53'

AutoCAD SHX TextTOP WEIR WALL =64.70'

AutoCAD SHX TextW8X18 WELDED TO BEARING PLATE/SADDLE. BEARING PLATE/SADDLE BOLTED TO WEIR WALL.

AutoCAD SHX Text(4) L2.50"X2.50" BOLTED TO W8X18 WEB. PROVIDE 2" CLEARANCE FOR BOARD SLOT.

AutoCAD SHX Text2X8" POUR-OVER BOARD(TYP.)

AutoCAD SHX TextHSS 3"X3"X " STRUT 14" STRUT BOLTED TO STRUT SADDLE.

AutoCAD SHX TextSTRUT SADDLE MADE OF " STEEL, 3 " 14" STEEL, 3 " 12" DEEP WELDED TO STEEL PLATE.

AutoCAD SHX Text5 "X5 " X " STEEL 14"X5 " X " STEEL 14" X " STEEL 14" STEEL PLATE BOLTED TO COLUMN AND OPPOSITE INTERIOR WALL.

AutoCAD SHX TextDIRECT BEARING SEAT FOR W8X13 BEAM. BEAM BOLTED TO INTERIOR WALL WITH UNDERSIDE L2"X2" CLEAT.

AutoCAD SHX Text(2) L2"X2" BOLTED TO INTERIOR CONCRETE WALL W/2" CLEAR OPENING FOR POUR-OVER BOARD SLOT.

AutoCAD SHX TextTOP COLUMN =69.53'

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AutoCAD SHX TextCOLUMN ASSEMBLY DETAIL

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AutoCAD SHX TextPOUR-OVER BOARD COLUMN ASSEMBLY DETAIL

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AutoCAD SHX TextCOLUMN ASSEMBLY STRUT DETAIL

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AutoCAD SHX TextW8X13 BEAM SEAT DETAIL


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AutoCAD SHX TextCD2

AutoCAD SHX Text7

AutoCAD SHX TextHSS 3x2x3/16

AutoCAD SHX Text8" HEAVY DUTY "T" HINGE (WELDED TO GRATING)

AutoCAD SHX TextGRATING AT OPENING SHALL NOT BE WELDED TO FRAME

AutoCAD SHX Text4.27# EXPANDED METAL GRATING

AutoCAD SHX TextNOTCH EXPANDED METAL GRATING AT VALVE STEM. INSTALL VALVE STEM SUPPORT PLATE.


AutoCAD SHX TextGATE VALVE STEM

AutoCAD SHX TextOFFSET BOARD SLOTS SUCH THAT SQUARE TUBE ABOVE DOES NOT INTERFERE WITH BOARD INSERTION AND REMOVAL.

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AutoCAD SHX TextDETAIL C




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AutoCAD SHX TextDETAIL E

AutoCAD SHX Text1/8"-1 1/2" 10"


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AutoCAD SHX TextDETAIL B

AutoCAD SHX Text3/8" TOP SIDE

AutoCAD SHX Text3/16" EACH SIDE

AutoCAD SHX Text4.27# EXPANDED METAL GRATING


AutoCAD SHX Text1/2" x6" WEDGE ANCHOR @ 36"MAXIMUM SPACING

AutoCAD SHX TextNTS

AutoCAD SHX TextDETAIL A


AutoCAD SHX TextPOUR-OVER/JUNCTION BOX FRAME AND GRATING

AutoCAD SHX TextSPACER BAR WELDED TO GRATING AS REQUIRED TO PROVIDE TOP FLUSH WITH CONCRETE. LEAVE 1" GAP EVERY 24" FOR DRAINAGE.

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AutoCAD SHX TextGRATING SUPPORT DETAIL

AutoCAD SHX TextGRATING

AutoCAD SHX Text1/4" (TYP)

AutoCAD SHX Text2"X2"X1/4" MIN INCREASE ANGLE SIZE TO SUIT GRATING MITER AND WELD AT CORNERS

AutoCAD SHX TextSTRUCTURAL CONCRETE

AutoCAD SHX Text1/2" DIA STUD ANCHOR AT 18" ON CENTER MAX.

AutoCAD SHX TextCONCRETE SURROUND AROUND PIPE PROVIDE POSITIVE SLOPE

AutoCAD SHX Text6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD, PAINTED YELLOW

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AutoCAD SHX TextCONCRETE FOOTING

AutoCAD SHX Text6" BOLLARD DETAIL

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AutoCAD SHX Text2"X2" BOARD SLOT





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AutoCAD SHX TextUSE (2) L2"X2" BOLTED TO INTERIOR CONCRETE WALL IN LIEU OF EMBEDDED BOARD SLOT.

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AutoCAD SHX TextVALVE ST

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