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© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019)
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AutoCAD SHX Text18"SD
AutoCAD SHX Text18"SD
AutoCAD SHX Text78"IRR
AutoCAD SHX TextHIGHWAY 99
AutoCAD SHX TextFULTON AVE
AutoCAD SHX TextWARREN RD
AutoCAD SHX TextBROOKS LANE
AutoCAD SHX TextFRONTAGE RD
AutoCAD SHX TextSHASTA AVE
AutoCAD SHX TextARC WAY
AutoCAD SHX TextGOODWIN DR
AutoCAD SHX TextLAN WAY
AutoCAD SHX Text36" IRR
AutoCAD SHX TextLATERAL V 88DD
AutoCAD SHX Text78" IRR
AutoCAD SHX TextLATERAL V
AutoCAD SHX TextDRAWING INDEX
AutoCAD SHX TextSHT.
AutoCAD SHX TextNO.
AutoCAD SHX TextDWG.
AutoCAD SHX TextNO.
AutoCAD SHX TextREV.
AutoCAD SHX TextTITLE
AutoCAD SHX Text1
AutoCAD SHX TextCO1
AutoCAD SHX TextCOVER SHEET
AutoCAD SHX Text2
AutoCAD SHX TextGN1
AutoCAD SHX TextGENERAL NOTES AND SPECIFICATIONS
AutoCAD SHX TextTO1
AutoCAD SHX TextTOPOGRAPHY AND DEMOLITION PLAN
AutoCAD SHX TextPP1
AutoCAD SHX TextPLAN AND PROFILE
AutoCAD SHX TextCD1
AutoCAD SHX TextCONSTRUCTION DETAILS
AutoCAD SHX TextCD2
AutoCAD SHX TextCONSTRUCTION DETAILS
AutoCAD SHX Text3
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AutoCAD SHX TextER2
AutoCAD SHX TextEROSION CONTROL NOTES AND DETAILS
AutoCAD SHX TextER1
AutoCAD SHX TextEROSION CONTROL PLAN
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS RIPON, CA.
AutoCAD SHX TextVICINITY MAP
AutoCAD SHX TextNTS
AutoCAD SHX TextFULTON AVE
AutoCAD SHX TextGOODWIN DR.
AutoCAD SHX TextPROJECT
AutoCAD SHX TextW.COLONY RDCOLONY RD
AutoCAD SHX TextHIGHWAY 99
AutoCAD SHX TextRIVER RD
AutoCAD SHX TextSTANISLAUS RIVER
AutoCAD SHX TextW.MILGEO AVEMILGEO AVE
AutoCAD SHX TextRIPON CITY LIMITS
AutoCAD SHX TextRIPON CITY LIMITS
AutoCAD SHX TextJACK TONE RD
AutoCAD SHX TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
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AutoCAD SHX TextA
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AutoCAD SHX TextNo. 76525
AutoCAD SHX TextN
AutoCAD SHX TextL
AutoCAD SHX TextA
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AutoCAD SHX TextC
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AutoCAD SHX Text.
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AutoCAD SHX TextS
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 TextDATE
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
AutoCAD SHX TextSO CONDITIONALLY APPROVED:
AutoCAD SHX TextDATE
AutoCAD SHX Text1
AutoCAD SHX TextLEGEND
AutoCAD SHX TextPROPOSED
AutoCAD SHX TextEXISTING
AutoCAD SHX TextSIGN
AutoCAD SHX TextREVISION DELTA SYMBOL
AutoCAD SHX TextIRRIGATION LINE
AutoCAD SHX TextJP
AutoCAD SHX TextDI
AutoCAD SHX TextSSMH
AutoCAD SHX TextSSCO
AutoCAD SHX TextGATE VALVE
AutoCAD SHX TextELECTROLIER
AutoCAD SHX TextSEWER CLEAN OUT
AutoCAD SHX TextSEWER MANHOLE
AutoCAD SHX TextDROP INLET
AutoCAD SHX TextBACK FLOW PREVENTER
AutoCAD SHX TextFIRE HYDRANT
AutoCAD SHX TextVALVE
AutoCAD SHX TextJOINT POLE
AutoCAD SHX TextPP
AutoCAD SHX TextPOWER POLE
AutoCAD SHX TextUTILITY POLE WITH
AutoCAD SHX TextFH
AutoCAD SHX TextBFP
AutoCAD SHX TextTOE OF SLOPE
AutoCAD SHX TextTOP OF SLOPE
AutoCAD SHX TextIRRIGATION LINE
AutoCAD SHX TextSEWER LINE
AutoCAD SHX TextSS
AutoCAD SHX TextSTORM DRAIN LINE
AutoCAD SHX TextSD
AutoCAD SHX TextWATER LINE
AutoCAD SHX TextW
AutoCAD SHX TextSIGN
AutoCAD SHX TextTOE
AutoCAD SHX TextTOP
AutoCAD SHX TextEDGE OF PAVEMENT
AutoCAD SHX TextCURB, GUTTER & SIDEWALK
AutoCAD SHX TextOVERHEAD UTILITY LINES
AutoCAD SHX TextOH
AutoCAD SHX TextMAILBOX
AutoCAD SHX TextMB
AutoCAD SHX TextGUY WIRE
AutoCAD SHX TextTOP OF CURB ELEVATION
AutoCAD SHX TextBACK OF SIDEWALK ELEVATION
AutoCAD SHX TextCONCRETE ELEVATION
AutoCAD SHX TextPAVEMENT ELEVATION
AutoCAD SHX TextP 100.00
AutoCAD SHX TextC 100.00
AutoCAD SHX TextBSW 100.00
AutoCAD SHX TextTC 100.00
AutoCAD SHX TextRIM ELEVATION
AutoCAD SHX TextFLOWLINE ELEVATION
AutoCAD SHX TextFL 100.00
AutoCAD SHX TextR 100.0
AutoCAD SHX TextGROUND ELEVATION
AutoCAD SHX Text100.0
AutoCAD SHX TextEDGE OF PAVEMENT ELEVATION
AutoCAD SHX TextEP 100.00
AutoCAD SHX Text&
AutoCAD SHX TextTREE (DRIP LINE DRAWN TO SCALE)
AutoCAD SHX TextWOOD FENCE
AutoCAD SHX TextCHAIN LINK FENCE
AutoCAD SHX TextSTAND PIPE
AutoCAD SHX TextSP
AutoCAD SHX TextW
AutoCAD SHX TextWATER SERVICE BOX
AutoCAD SHX TextTOE100.00
AutoCAD SHX TextTOE ELEVATION
AutoCAD SHX TextTOP100.00
AutoCAD SHX TextTOP ELEVATION
AutoCAD SHX TextC100.00
AutoCAD SHX TextCONCRETE ELEVATION
AutoCAD SHX TextHW MARK 100.00
AutoCAD SHX TextHIGH WATER MARK ELEVATION
AutoCAD SHX TextFG100.00
AutoCAD SHX TextFUTURE GROUND ELEVATION
AutoCAD SHX Text2.00%%%
AutoCAD SHX TextGROUND SLOPE DIRECTION
AutoCAD SHX TextABBREVIATIONS
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
AutoCAD SHX Text(N) (E) (S) (W)
AutoCAD SHX TextNORTH
AutoCAD SHX TextEAST
AutoCAD SHX TextSOUTH
AutoCAD SHX TextWEST
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
AutoCAD SHX TextCOVER SHEET
AutoCAD SHX TextCO1
AutoCAD SHX Text1
AutoCAD SHX TextPROJECT BEGINNING
AutoCAD SHX TextPROJECT END
AutoCAD SHX TextBENCHMARK
AutoCAD SHX Text12"IRR
AutoCAD SHX Text12"IRR
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
AutoCAD SHX TextSHEETS: TO1, PP1, ER1
AutoCAD SHX TextSHEET TO2
AutoCAD SHX TextCHAIN LINK FENCE
AutoCAD SHX TextTO2
AutoCAD SHX TextTOPOGRAPHY AND DEMOLITION PLAN
AutoCAD SHX Text9
AutoCAD SHX TextCD3
AutoCAD SHX TextCONSTRUCTION DETAILS
AutoCAD SHX Text10
AutoCAD SHX TextSCALE: 1"=200'
AutoCAD SHX TextKEY MAP
AutoCAD SHX TextCD4
AutoCAD SHX TextCONSTRUCTION DETAILS
AutoCAD SHX Text11
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Plot D
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AutoCAD SHX TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextL
AutoCAD SHX TextO
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AutoCAD SHX Text.
AutoCAD SHX TextM
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AutoCAD SHX TextI
AutoCAD SHX TextS
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 TextGENERAL NOTES & SPECIFICATIONS
AutoCAD SHX TextGN1
AutoCAD SHX Text2
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 TextMVE CONSTRUCTION NOTES
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 TextMVE CONSTRUCTION NOTES
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
AutoCAD SHX TextUTILITY NOTES:
AutoCAD SHX TextS.S.J.I.D. CONSTRUCTION NOTES
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AutoCAD SHX TextWV
AutoCAD SHX TextWV
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AutoCAD SHX TextWV
AutoCAD SHX TextWV
AutoCAD SHX TextWV
AutoCAD SHX Text78"IRR
AutoCAD SHX Text42"IRR
AutoCAD SHX Text42"IRR
AutoCAD SHX Text42"IRR
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
AutoCAD SHX TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextL
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextS
AutoCAD SHX TextR
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AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextI
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AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextNo. 76525
AutoCAD SHX TextN
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AutoCAD SHX TextE
AutoCAD SHX TextS
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AutoCAD SHX Text.
AutoCAD SHX TextM
AutoCAD SHX TextA
AutoCAD SHX TextR
AutoCAD SHX TextT
AutoCAD SHX TextI
AutoCAD SHX TextS
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 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 TextHIGHWAY 99
AutoCAD SHX TextFULTON AVENUE
AutoCAD SHX Text43
AutoCAD SHX TextEG. CONTOUR
AutoCAD SHX TextBOESCH DRIVE
AutoCAD SHX TextLEGEND
AutoCAD SHX TextDEMOLITION NOTES
AutoCAD SHX Text3
AutoCAD SHX Text5
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text6
AutoCAD SHX Text4
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
AutoCAD SHX Text11
AutoCAD SHX Text13
AutoCAD SHX Text14
AutoCAD SHX Text99
AutoCAD SHX Text15
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.
AutoCAD SHX Text12
AutoCAD SHX Text17
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Plot D
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at 7:50 A
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AutoCAD SHX TextEX12"W
AutoCAD SHX TextEX12"W
AutoCAD SHX TextEX12"W
AutoCAD SHX TextEX12"W
AutoCAD SHX TextEX12"W
AutoCAD SHX TextEX12"W
AutoCAD SHX TextEX12"NPW
AutoCAD SHX Text15"SD
AutoCAD SHX Text12"SS
AutoCAD SHX TextEX12"NPW
AutoCAD SHX Text12"SS
AutoCAD SHX Text18"SD
AutoCAD SHX TextEX12"NPW
AutoCAD SHX TextEX12"W
AutoCAD SHX Text78"IRR
AutoCAD SHX Text78"IRR
AutoCAD SHX TextWV
AutoCAD SHX TextSLB
AutoCAD SHX TextWV
AutoCAD SHX Text36"IRR
AutoCAD SHX Text36"IRR
AutoCAD SHX Text36"IRR
AutoCAD SHX Text12"SS
AutoCAD SHX Text8"SS
AutoCAD SHX Text8"SS
AutoCAD SHX Text8"SS
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 TextFULTON AVE
AutoCAD SHX TextLATERAL V 88D
AutoCAD SHX TextLATERAL V 88D
AutoCAD SHX TextLATERAL V 88D
AutoCAD SHX TextLATERAL V
AutoCAD SHX TextLATERAL V
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
AutoCAD SHX TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextL
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextO
AutoCAD SHX TextP
AutoCAD SHX TextR
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextNo. 76525
AutoCAD SHX TextN
AutoCAD SHX TextL
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextC
AutoCAD SHX TextV
AutoCAD SHX TextI
AutoCAD SHX TextI
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextK
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AutoCAD SHX Text.
AutoCAD SHX TextM
AutoCAD SHX TextA
AutoCAD SHX TextR
AutoCAD SHX TextT
AutoCAD SHX TextI
AutoCAD SHX TextS
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 TextTOPOGRAPHY & DEMOLITION PLAN
AutoCAD SHX TextTO2
AutoCAD SHX Text4
AutoCAD SHX TextDEMOLITION NOTES
AutoCAD SHX Text43
AutoCAD SHX TextEG. CONTOUR
AutoCAD SHX TextLEGEND
AutoCAD SHX Text3
AutoCAD SHX Text5
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text6
AutoCAD SHX Text4
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
AutoCAD SHX Text11
AutoCAD SHX Text13
AutoCAD SHX Text14
AutoCAD SHX Text99
AutoCAD SHX Text15
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.
AutoCAD SHX Text12
AutoCAD SHX Text17
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Plot D
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at 7:51 A
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R
Feet
SCALE: 1"=40'
80400
20
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextPP
AutoCAD SHX TextWV
AutoCAD SHX TextWV
AutoCAD SHX Text78"IRR
AutoCAD SHX Text42"IRR
AutoCAD SHX Text42"IRR
AutoCAD SHX Text42"IRR
AutoCAD SHX Text78"IRR
AutoCAD SHX Text78"IRR
AutoCAD SHX Text78"IRR
AutoCAD SHX Text78"IRR
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 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 TextINSTALL 271 LF OF 78" RGRCP, IRR
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 Text78"IRR
AutoCAD SHX Text78"IRR
AutoCAD SHX Text78"IRR
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 Text338 LF 78" RGRCP, IRR S=0.0005
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 Text338 LF 78" RGRCP, IRR S=0.0005
AutoCAD SHX TextDIRECTION OF FLOW
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 TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextL
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextO
AutoCAD SHX TextP
AutoCAD SHX TextR
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextNo. 76525
AutoCAD SHX TextN
AutoCAD SHX TextL
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextC
AutoCAD SHX TextV
AutoCAD SHX TextI
AutoCAD SHX TextI
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextK
AutoCAD SHX TextA
AutoCAD SHX Text.
AutoCAD SHX TextM
AutoCAD SHX TextA
AutoCAD SHX TextR
AutoCAD SHX TextT
AutoCAD SHX TextI
AutoCAD SHX TextS
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 TextPP1
AutoCAD SHX Text5
AutoCAD SHX TextHORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4'
AutoCAD SHX TextLATERAL "V" PROFILE
AutoCAD SHX TextSCALE: 1"=40'
AutoCAD SHX TextPLAN AND PROFILE
AutoCAD SHX TextLATERAL V" PLAN VIEW
AutoCAD SHX TextWARREN DRIVE
AutoCAD SHX TextFRONTAGE ROAD
AutoCAD SHX TextHIGHWAY 99
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 TextFRONTAGE 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 TextEX. 42" DIA.
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 TextSCALE: 1"=4'
AutoCAD SHX TextSECTION C-C'
AutoCAD SHX TextSCALE: 1"=4'
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 TextSUMP=50.63
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 TextQ=45 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 TextQ=115 CFS
AutoCAD SHX TextQ=45 CFS
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 TextSUMP=58.70
AutoCAD SHX TextTOP BOX=70.30
AutoCAD SHX TextFG=67.80
AutoCAD SHX TextINV=68.15
AutoCAD SHX TextFG=66.92
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 TextSUMP=58.70
AutoCAD SHX TextTOP BOX=70.30
AutoCAD SHX TextFG=67.80
AutoCAD SHX TextINV=68.15
AutoCAD SHX TextFG=66.92
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 TextSCALE: 1"=4'
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'
AutoCAD SHX TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextL
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextO
AutoCAD SHX TextP
AutoCAD SHX TextR
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextNo. 76525
AutoCAD SHX TextN
AutoCAD SHX TextL
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextC
AutoCAD SHX TextV
AutoCAD SHX TextI
AutoCAD SHX TextI
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextK
AutoCAD SHX TextA
AutoCAD SHX Text.
AutoCAD SHX TextM
AutoCAD SHX TextA
AutoCAD SHX TextR
AutoCAD SHX TextT
AutoCAD SHX TextI
AutoCAD SHX TextS
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 TextCONSTRUCTION DETAILS
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 TextSCALE: 1"=4'
AutoCAD SHX TextSSJID POUR-OVER/JUNCTION BOX PLAN VIEW
AutoCAD SHX TextHYDRAULIC NOTES
-
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AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS2x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
AutoCAD SHX TextHSS3x2x3/16
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 TextHSS2x2x3/16
AutoCAD SHX TextHSS3x2x3/16
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.
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextTYP.
AutoCAD SHX TextTYP.
AutoCAD SHX TextD
AutoCAD SHX TextLWD
AutoCAD SHX TextSWD
AutoCAD SHX TextE
AutoCAD SHX TextHSS3x2x3/16
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'
AutoCAD SHX TextNTS
AutoCAD SHX TextCOLUMN ASSEMBLY DETAIL
AutoCAD SHX TextNTS
AutoCAD SHX TextPOUR-OVER BOARD COLUMN ASSEMBLY DETAIL
AutoCAD SHX TextNTS
AutoCAD SHX TextCOLUMN ASSEMBLY STRUT DETAIL
AutoCAD SHX TextNTS
AutoCAD SHX TextW8X13 BEAM SEAT DETAIL
AutoCAD SHX TextDWG.
AutoCAD SHX Text OF
AutoCAD SHX TextSHEET
AutoCAD SHX TextR E V I S I O N S
AutoCAD SHX TextI S S U E D F O R
AutoCAD SHX TextDrawn By:
AutoCAD SHX TextIssue Date:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextChecked:
AutoCAD SHX TextNO.
AutoCAD SHX TextDATE
AutoCAD SHX TextBY
AutoCAD SHX TextDesign By:
AutoCAD SHX Text12/13/2019
AutoCAD SHX TextCALIFORNIA
AutoCAD SHX TextRIPON
AutoCAD SHX Text11
AutoCAD SHX TextAE/RG
AutoCAD SHX Text12/13/19
AutoCAD SHX TextNC13140
AutoCAD SHX TextDAM
AutoCAD SHX TextAE
AutoCAD SHX TextSOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL
"V" PIPELINE IMPROVEMENTS
AutoCAD SHX TextS
AutoCAD SHX TextT
AutoCAD SHX TextA
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextL
AutoCAD SHX TextO
AutoCAD SHX TextF
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextT
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextR
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextO
AutoCAD SHX TextP
AutoCAD SHX TextR
AutoCAD SHX TextF
AutoCAD SHX TextI
AutoCAD SHX TextO
AutoCAD SHX TextN
AutoCAD SHX TextG
AutoCAD SHX TextI
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextN
AutoCAD SHX TextNo. 76525
AutoCAD SHX TextN
AutoCAD SHX TextL
AutoCAD SHX TextA
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextE
AutoCAD SHX TextS
AutoCAD SHX TextL
AutoCAD SHX TextC
AutoCAD SHX TextV
AutoCAD SHX TextI
AutoCAD SHX TextI
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextR
AutoCAD SHX TextE
AutoCAD SHX TextK
AutoCAD SHX TextA
AutoCAD SHX Text.
AutoCAD SHX TextM
AutoCAD SHX TextA
AutoCAD SHX TextR
AutoCAD SHX TextT
AutoCAD SHX TextI
AutoCAD SHX TextS
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 TextCONSTRUCTION DETAILS
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 TextHSS 3x2x3/16
AutoCAD SHX TextGATE VALVE STEM
AutoCAD SHX TextOFFSET BOARD SLOTS SUCH THAT SQUARE TUBE ABOVE
DOES NOT INTERFERE WITH BOARD INSERTION AND REMOVAL.
AutoCAD SHX TextNTS
AutoCAD SHX TextDETAIL C
AutoCAD SHX Text8" HEAVY DUTY "T" HINGE (WELDED TO GRATING)
AutoCAD SHX TextGRATING AT OPENING SHALL NOT BE WELDED TO
FRAME
AutoCAD SHX TextHSS 3x2x3/16
AutoCAD SHX TextNTS
AutoCAD SHX TextDETAIL E
AutoCAD SHX Text1/8"-1 1/2" 10"
AutoCAD SHX TextHSS 3x2x3/16
AutoCAD SHX TextNTS
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 TextHSS 2x2x3/16
AutoCAD SHX Text1/2" x6" WEDGE ANCHOR @ 36"MAXIMUM SPACING
AutoCAD SHX TextNTS
AutoCAD SHX TextDETAIL A
AutoCAD SHX TextSCALE: 1"=2'
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.
AutoCAD SHX TextNTS
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
AutoCAD SHX TextNTS
AutoCAD SHX TextCONCRETE FOOTING
AutoCAD SHX Text6" BOLLARD DETAIL
AutoCAD SHX TextNTS
AutoCAD SHX Text2"X2" BOARD SLOT
AutoCAD SHX TextHSS 2x2x3/16
AutoCAD SHX Text8" HEAVY DUTY "T" HINGE (WELDED TO GRATING)
AutoCAD SHX TextGRATING AT OPENING SHALL NOT BE WELDED TO
FRAME
AutoCAD SHX TextHSS 3x2x3/16
AutoCAD SHX TextNTS
AutoCAD SHX TextDETAIL D
AutoCAD SHX TextHSS 2x2x3/16
AutoCAD SHX TextW8X13 STEEL BEAM
AutoCAD SHX TextW8X13 STEEL BEAM
AutoCAD SHX TextUSE (2) L2"X2" BOLTED TO INTERIOR CONCRETE WALL
IN LIEU OF EMBEDDED BOARD SLOT.
AutoCAD SHX TextNTS
AutoCAD SHX TextVALVE ST