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© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS

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48"SD

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8"SS

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15"SD

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12"SS

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12"SS

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18"SD

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SLB

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SLB

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SLB

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SLB

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36"IRR

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36"IRR

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36"IRR

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48"SD

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12"SS

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8"SS

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8"SS

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8"SS

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18"SD

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18"SD

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78"IRR

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HIGHWAY 99

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FULTON AVE

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WARREN RD

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BROOKS LANE

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FRONTAGE RD

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SHASTA AVE

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ARC WAY

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GOODWIN DR

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LAN WAY

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36" IRR

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LATERAL V 88DD

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78" IRR

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LATERAL V

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DRAWING INDEX

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REV.

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TITLE

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COVER SHEET

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GN1

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GENERAL NOTES AND SPECIFICATIONS

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TOPOGRAPHY AND DEMOLITION PLAN

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PLAN AND PROFILE

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CONSTRUCTION DETAILS

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ER2

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EROSION CONTROL NOTES AND DETAILS

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EROSION CONTROL PLAN

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SOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL "V" PIPELINE IMPROVEMENTS RIPON, CA.

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VICINITY MAP

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NTS

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FULTON AVE

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GOODWIN DR.

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PROJECT

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W.COLONY RDCOLONY RD

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HIGHWAY 99

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RIVER RD

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STANISLAUS RIVER

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W.MILGEO AVEMILGEO AVE

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RIPON CITY LIMITS

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RIPON CITY LIMITS

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JACK TONE RD

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I S S U E D F O R

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12/13/2019

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CALIFORNIA

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RIPON

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AE/RG

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12/13/19

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NC13140

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SOUTH SAN JOAQUIN IRRIGATION DISTRICT LATERAL "V" PIPELINE IMPROVEMENTS

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No. 76525

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Exp. 12-31-2020

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

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THE 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.

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UNAUTHORIZED CHANGES & USES

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PRELIMINARY

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REVIEW SET - NOT FOR CONSTRUCTION

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APPROVED 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

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KEVIN WERNER, CITY ENGINEER

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DATE

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S.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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SO CONDITIONALLY APPROVED:

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DATE

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LEGEND

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PROPOSED

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EXISTING

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SIGN

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REVISION DELTA SYMBOL

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IRRIGATION LINE

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JP

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DI

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SSMH

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SSCO

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GATE VALVE

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ELECTROLIER

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SEWER CLEAN OUT

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SEWER MANHOLE

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DROP INLET

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BACK FLOW PREVENTER

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FIRE HYDRANT

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VALVE

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JOINT POLE

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PP

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POWER POLE

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UTILITY POLE WITH

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FH

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BFP

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TOE OF SLOPE

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TOP OF SLOPE

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IRRIGATION LINE

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SEWER LINE

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STORM DRAIN LINE

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SD

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WATER LINE

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SIGN

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TOE

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TOP

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EDGE OF PAVEMENT

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CURB, GUTTER & SIDEWALK

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OVERHEAD UTILITY LINES

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OH

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MAILBOX

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MB

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GUY WIRE

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TOP OF CURB ELEVATION

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BACK OF SIDEWALK ELEVATION

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CONCRETE ELEVATION

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PAVEMENT ELEVATION

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P 100.00

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C 100.00

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BSW 100.00

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TC 100.00

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RIM ELEVATION

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FLOWLINE ELEVATION

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FL 100.00

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R 100.0

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GROUND ELEVATION

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100.0

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EDGE OF PAVEMENT ELEVATION

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EP 100.00

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&

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TREE (DRIP LINE DRAWN TO SCALE)

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WOOD FENCE

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CHAIN LINK FENCE

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STAND PIPE

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SP

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WATER SERVICE BOX

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TOE100.00

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TOE ELEVATION

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TOP100.00

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TOP ELEVATION

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C100.00

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CONCRETE ELEVATION

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HW MARK 100.00

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HIGH WATER MARK ELEVATION

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FG100.00

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FUTURE GROUND ELEVATION

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2.00%%%

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GROUND SLOPE DIRECTION

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ABBREVIATIONS

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AB 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

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AGGREGATE 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

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NOI 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

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NOTICE 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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(N) (E) (S) (W)

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NORTH

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EAST

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SOUTH

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WEST

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

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SOILS ENGINEER

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CIVIL ENGINEER

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OWNER

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

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

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COVER SHEET

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CO1

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PROJECT BEGINNING

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PROJECT END

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BENCHMARK

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12"IRR

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12"IRR

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CITY 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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SHEETS: TO1, PP1, ER1

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SHEET TO2

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CHAIN LINK FENCE

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TO2

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TOPOGRAPHY AND DEMOLITION PLAN

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CD3

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SCALE: 1"=200'

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KEY MAP

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CD4

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12/13/2019

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RIPON

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12/13/19

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NC13140

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Exp. 12-31-2020

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PRELIMINARY

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GENERAL NOTES & SPECIFICATIONS

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GN1

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S.S.J.I.D. CONSTRUCTION NOTES

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THE 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.

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1. 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."

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MVE CONSTRUCTION NOTES

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15. 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.

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1. 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.

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GRADING & EARTHWORK:

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GENERAL:

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TO 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: ----------

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STORM DRAIN NPDES PERMIT:

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GENERAL:

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1. 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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UTILITY NOTES:

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S.S.J.I.D. CONSTRUCTION NOTES

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

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RIEMERSMA APN 261-640-560

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EXISTING RIEMERSMA PRIVATE DITCH AND SLIDE VALVES TO BE PROTECTED.

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

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PROPOSED SSJID ACCESS EASEMENT.

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CITY OF RIPON APN 261-640-400

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MANGELOS BROTHERS INC. APN 261-640-240

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DWG.

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EXISTING CONCRETE CANAL TO BE DEMOLISHED AND REMOVED FROM SITE.

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WARREN DRIVE

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FRONTAGE ROAD

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HIGHWAY 99

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FULTON AVENUE

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BOESCH DRIVE

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EXISTING 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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EXISTING 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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SHASTA AVENUE

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EXISTING UNRECORDED SSJID EASEMENT DATED JUNE 2, 1913 (PER DISTRICT PI-3271)

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LAN WAY

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GOODWIN DRIVE

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FULTON AVE

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LATERAL V 88D

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LATERAL V 88D

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LATERAL V 88D

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LATERAL V

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THEODORE J MADZEY/KERRY MADZE APN 261-020-380

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RIPON LLC APN 261-040-020

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MONPELIER FARMING CORPORATION DENAIR FARMS LLC APN 261-020-030

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BAYBERRY LANE

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EXISTING 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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EXISTING 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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78"IRR

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CONSTRUCT POUR-OVER/JUNCTION BOX. SEE SHEET CD1 FOR DETAIL.

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CONSTRUCT SSJID PRESSURE MANHOLE. SEE SHEET CD3 FOR DETAIL.

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CONSTRUCT SSJID PRESSURE MANHOLE. SEE SHEET CD3 FOR DETAIL.

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CONSTRUCT SSJID PRESSURE MANHOLE WITH RIEMERSMA IRRIGATION SERVICE CONNECTION. SEE SHEET CD3 FOR DETAILS.

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INSTALL 338 LF OF 78" RGRCP, IRR

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REMOVE AND REPLACE 12 LF OF 12" RCP TO DISCHARGE INTO EXISTING RIEMERSMA PRIVATE DITCH.

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STA:10+00 N:6378506.39 E:2095084.98

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STA:21+00 N:6379146.10 E:2095979.84

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CONCRETE COLLAR PER SSJID STD. NO.2.02. SEE SHEET CD4 FOR DETAIL.

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FUTURE VEHICULAR ACCESS PER MEADOWOOD SUBDIVISION IMPROVEMENT PLANS BY MVE.

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TEMPORARY GRADING UNTIL MEADOWOOD SUBDIVISION IMPROVEMENTS ARE COMPLETED.

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

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RIEMERSMA APN 261-640-56

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

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PROPOSED SSJID ACCESS EASEMENT.

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

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TRENCHING PER TYPICAL TRENCH SECTION DETAIL. SEE SHEET CD3 FOR DETAIL.

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78"IRR

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78"IRR

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78"IRR

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271 LF 78" RGRCP, IRR S=0.0005

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EXISTING GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

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DIRECTION OF FLOW

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338 LF 78" RGRCP, IRR S=0.0005

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DIRECTION OF FLOW

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FINISHED GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

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EXISTING GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

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FINISHED GROUND AT CENTERLINE OF IRR PIPELINE ALIGNMENT

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ELEV: 52.49

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EXISTING 78" RGRCP, IRR

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EXISTING 42" TRIPLE BARREL RCP, IRR

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338 LF 78" RGRCP, IRR S=0.0005

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DIRECTION OF FLOW

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24 LF 78" RGRCP, IRR

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CONCRETE COLLAR PER SSJID STD. NO. 2.02. SEE SHEET CD4 FOR DETAIL

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HGL PROFILE FOR HIGH FLOW Q=115 CFS

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HGL PROFILE FOR LOW FLOW Q=45 CFS

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DWG.

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PRELIMINARY

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PP1

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HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4'

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LATERAL "V" PROFILE

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SCALE: 1"=40'

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PLAN AND PROFILE

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LATERAL V" PLAN VIEW

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WARREN DRIVE

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FRONTAGE ROAD

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HIGHWAY 99

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FULTON AVENUE

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GENERAL NOTES

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1.78" 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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WARREN ROAD

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FRONTAGE ROAD

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RAILING AND LADDER PER SSJID STD. NO. 1.06. SEE SHEET CD4 FOR DETAIL.

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EXISTING CHAIN LINK FENCE

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INTERIOR LADDER PER SSJID STD. NO. 1.05. SEE SHEET CD4 FOR DETAIL.

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INTERIOR LADDER PER SSJID STD. NO. 1.05. SEE SHEET CD4 FOR DETAIL.

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48" WATERMAN C-10 GATE VALVE WITH MAINTENANCE ACCESS.

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EXISTING GUY LINE

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EXISTING CITY OWNED STORM DRAIN PUMP STATION.

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EXISTING PAVEMENT

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EXISTING POWER POLE

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14" DIA. STEEL PIPE

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WELDED 45°STEEL PIPE BEND.

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LOCATION AT WHICH EXISTING PIPE PROTRUDES FROM UNDERGROUND.

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EXISTING ABOVE GROUND (2) 14" DIA. STEEL PIPE.

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EXISTING GUY LINE

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EXISTING POWER POLE

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EX. 42" DIA.

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EX. 42" DIA.

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EX. 42" DIA.

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78" DIA.

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INSTALL BOLLARD PROTECTION. SEE SHEET CD2 FOR 6" BOLLARD DETAIL.

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EXISTING R/W

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B'

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60' WIDE SSJID EASEMENT PER NOVEMBER 22, 1913 UNRECORDED AGREEMENT WITH HUGHES.

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60' WIDE SSJID EASEMENT PER NOVEMBER 22, 1913 UNRECORDED AGREEMENT WITH HUGHES.

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JUNCTION BOX

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POUR-OVER BOX

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

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BOARD-SLOT COLUMN ASSEMBLY (NOT SHOWN FOR CLARITY)

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14" DIA. STEEL PIPE

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WELDED 45°STEEL PIPE BEND.

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SECTION C-C'

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SECTION B-B'

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FL=61.17±

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FL=52.33

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(3) EXISTING 42" DIA. RCP PIPE

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SUMP=58.70

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PROPOSED 78" DIA. RGRCP PIPE

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FL=59.70

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SUMP=50.63

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TOP WEIR=64.70

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TOP BOX=70.30

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48" WATERMAN C-10 GATE VALVE

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FG=67.80

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Q=115 CFS

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Q=45 CFS

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3/4" MINUS STRUCTURAL FILL COMPACTED TO 85% OVER UNDISTURBED EARTH.

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3/4" MINUS STRUCTURAL FILL COMPACTED TO 85% OVER UNDISTURBED EARTH.

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INTERIOR LADDER PER STD. NO. 1.05 SEE SHEET CD4 FOR DETAIL.

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INTERIOR LADDER PER STD. NO. 1.05 SEE SHEET CD4 FOR DETAIL.

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Q=115 CFS

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Q=45 CFS

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HGL=67.32

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HGL=65.99

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WEIR=64.70

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FL=59.70 48"DIA. OPENING

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SUMP=58.70

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FG=67.80

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INV=68.15

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FG=66.92

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EXISTING 14" DIA. STEEL PIPE

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CONNECT TO EXISTING 14" DIA. STEEL PIPE VIA. WELD.

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PIPE SUPPORTS (TYP.)

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SUMP=58.70

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FG=67.80

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FG=66.92

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EXISTING 14" DIA. STEEL PIPE

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CONNECT TO EXISTING 14" DIA. STEEL PIPE VIA. WELD.

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PIPE SUPPORTS (TYP.)

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Q=115 CFS, HGL=66.14

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Q=45 CFS, HGL=65.12

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SECTION A-A'

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W8X13 STEEL BEAM.

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NOTE: 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.

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

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CONCRETE COLLAR PER PIPE CONNECTION TO STRUCTURE DETAIL. SEE SHEET CD3 FOR DETAIL. (TYP.)

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90° ELBOW

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90° ELBOW

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SEE SECTION D-D'

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TOP

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W8X18 STEEL COLUMN. FOR COLUMN ASSEMBLY DETAILS, SEE SHEET CD2.

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SEE SECTION D-D'

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W8X13 BEAM SEAT. SEE SHEET CD2 FOR DETAIL.

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W8X13 BEAM SEAT. SEE SHEET CD2 FOR DETAIL.

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ALUMINUM SWAGE BAR GRATING

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L2"X2" CLEAT

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TOP=66.92'=66.92'

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TOP BOX=70.30'=70.30'

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BOTTOM CONCRETE BEAM=66.30'=66.30'

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TOP WEIR=64.70'

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CD1

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1. 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.

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CONSTRUCTION NOTES

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1. 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.

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SCALE: 1"=4'

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SSJID POUR-OVER/JUNCTION BOX PLAN VIEW

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HYDRAULIC NOTES

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W8X13 STEEL BEAM

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1/2" X6" WEDGE ANCHOR @ 36"MAXIMUM SPACING (TYP.)

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4.27# EXPANDED METAL GRATING SHALL BE INSTALLED SUCH THAT THE "LONG WIDTH DIRECTION" IS LAIN PERPENDICULAR TO THE HSS SUPPORT MEMBERS AS SHOWN

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VALVE STEM SUPPORT PLATE. SEE THIS SHEET FOR DETAIL.

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HSS2x2x3/16

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HSS3x2x3/16

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2"X2" BOARD SLOT. SEE THIS SHEET FOR DETAIL.

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2"X2" BOARD SLOT. SEE THIS SHEET FOR DETAIL.

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ALUMINUM 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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TYP.

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W8X18 BEAM SEAT DETAIL. SEE THIS SHEET FOR DETAIL.

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W8X18 BEAM SEAT DETAIL. SEE THIS SHEET FOR DETAIL.

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W8X18 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

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TOP COLUMN =69.53'

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TOP WEIR WALL =64.70'

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W8X18 WELDED TO BEARING PLATE/SADDLE. BEARING PLATE/SADDLE BOLTED TO WEIR WALL.

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

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2X8" POUR-OVER BOARD(TYP.)

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HSS 3"X3"X " STRUT 14" STRUT BOLTED TO STRUT SADDLE.

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STRUT SADDLE MADE OF " STEEL, 3 " 14" STEEL, 3 " 12" DEEP WELDED TO STEEL PLATE.

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5 "X5 " X " STEEL 14"X5 " X " STEEL 14" X " STEEL 14" STEEL PLATE BOLTED TO COLUMN AND OPPOSITE INTERIOR WALL.

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

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

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TOP COLUMN =69.53'

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NTS

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COLUMN ASSEMBLY DETAIL

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POUR-OVER BOARD COLUMN ASSEMBLY DETAIL

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COLUMN ASSEMBLY STRUT DETAIL

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W8X13 BEAM SEAT DETAIL

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DWG.

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CD2

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8" HEAVY DUTY "T" HINGE (WELDED TO GRATING)

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GRATING AT OPENING SHALL NOT BE WELDED TO FRAME

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4.27# EXPANDED METAL GRATING

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NOTCH EXPANDED METAL GRATING AT VALVE STEM. INSTALL VALVE STEM SUPPORT PLATE.

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GATE VALVE STEM

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OFFSET BOARD SLOTS SUCH THAT SQUARE TUBE ABOVE DOES NOT INTERFERE WITH BOARD INSERTION AND REMOVAL.

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DETAIL B

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3/8" TOP SIDE

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3/16" EACH SIDE

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4.27# EXPANDED METAL GRATING

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HSS 2x2x3/16

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1/2" x6" WEDGE ANCHOR @ 36"MAXIMUM SPACING

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DETAIL A

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SCALE: 1"=2'

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POUR-OVER/JUNCTION BOX FRAME AND GRATING

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

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GRATING SUPPORT DETAIL

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GRATING

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1/4" (TYP)

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

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STRUCTURAL CONCRETE

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1/2" DIA STUD ANCHOR AT 18" ON CENTER MAX.

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CONCRETE SURROUND AROUND PIPE PROVIDE POSITIVE SLOPE

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6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD, PAINTED YELLOW

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CONCRETE FOOTING

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6" BOLLARD DETAIL

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2"X2" BOARD SLOT

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HSS 3x2x3/16

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DETAIL D

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HSS 2x2x3/16

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W8X13 STEEL BEAM

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W8X13 STEEL BEAM

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

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VALVE STEM SUPPORT

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3/16"

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PIPE SIZED TO FIT VALVE STEM

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8"X8"X3/16" PLATE WELDED TO EXPANDED METAL GRATING (TYPICAL AT VALVE STEM U.N.O.)

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12" DIA. X 24" LONG GALVANIZED FL X PE SPOOL (WRAPPED WITH 10 MIL. POLY.).

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SUMP=50.96

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TOP BOX=68.50

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TOP VENT=76.50

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FL=64.10 (12"DIA. OUT)

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FL=63.90

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12" PRIVATE LINE

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11'-6.5" X 11'-6.5" SSJID PRESSURE MANHOLE. SEE THIS SHEET FOR DETAIL.

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FL=52.66 (78" DIA. THRU)

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HGL=66.06 FOR LOW-FLOW Q=45 CFS

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HGL=67.77 FOR LOW-FLOW Q=115 CFS

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WATERMAN H-30 FL X FL LINE GATE OR EQUIVALENT. LINE GATE INSTALLATION PER SSJID STANDARD NO. 6.01A WITH PVC RISER AND CAP AND CONCRETE VALVE SUPPORT.

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2:1 MAX

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3:1 MAX

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CITY OF RIPON

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RIEMERSMA

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RIEMERSMA IRRIGATION SERVICE LAYOUT

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EXISTING GRADE

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EXISTING GRADE

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SECTION VIEW STA: 17+10.00 SCALE: 1"=4'

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2% MAX

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CALIFORNIA

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RIPON

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PRELIMINARY

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CD3

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NOTES: 1. CONCRETE STRENGTH TO BE 3,000 P.S.I. @ 28 DAYS. 2. DRILL 5/8" DIAMETER, 5" DEEP (MIN) HOLE INTO WALL FOR STEEL REINFORCEMENT BARS CLEAN HOLES OF DRILL CUTTINGS SLUDGE AND DEBRIS. ALL DOWELS SHALL BE EPOXIES INTO HOLES USING SIMPSON SET OR APPROVED EQUAL PER MANUFACTURES SPECS. 3. REMOVE ALL LOOSE OR CRACKED AREAS, THOROUGHLY BRUSH ALL DEBRIS, AND CLEAN ENTIRE CIRCUMFERENCE PRIOR TO PLACEMENT OF ADHESIVE. 4. COAT ENTIRE AREA WITH SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL PER MANUFACTURES SPECIFICATIONS PRIOR TO POURING NEW CONCRETE. 5. CONCRETE SHALL BE POURED FROM BOTH SIDES AND VIBRATED APPROPRIATELY. 6. ALL INTERIOR EDGES SHALL BE GROUTED AND FINISHED SMOOTH.

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EXISTING SSJID DIVERSION STRUCTURE

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FILL EXISTING LINE WITH CONCRETE

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PLUG DETAIL

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#4 REBAR @ 10" O.C.

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EXISTING GROUND

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EXISTING SSJID DIVERSION STRUCTURE

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EXISTING GROUND

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#12 TRACER WIRE SHEET GN1 FOR NOTES

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NOTE: WHERE NATIVE MATERIAL CONSISTS OF BACKFILL FOR OTHER UTILITIES INSTALLED BELOW THE IRRIGATION PIPE. THE CONTRACTOR SHALL RETAIN A REGISTERED GEOTECHNICAL ENGINEER TO PROVIDE TESTING OF SUCH MATERIAL BELOW THE IRRIGATION PIPELINE. A MINIMUM COMPACTION OF 90% RELATIVE DENSITY SHALL BE VERIFIED BY TESTING USING STANDARD METHODS PRIOR TO INSTALLATION OF THE IRRIGATION PIPE. TESTING SHALL OCCUR AT INTERVALS OF NO LESS THAN 200 FEET AND LIFTS NO GREATER THAN 3 FEET. TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER, THE CITY OF RIPON AND SSJID. ALL TRENCHING SHALL CONFORM TO OSHA STANDARDS.

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NATIVE MATERIAL, SEE NOTE

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COMPACTED GRANULAR FILL

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SLOPE 1:1

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COMPACTED BACKFILL

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TYPICAL TRENCH SECTION

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EXISTING GROUND

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EXISTING BARBED WIRE FENCE

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EXISTING GROUND

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MATCH EG

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MATCH EG

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NOTES: 1. THIS STANDARD APPLIES TO CONCRETE PIPES, RCP OR PVC THIS STANDARD APPLIES TO CONCRETE PIPES, RCP OR PVC PIPES BEING CONNECTED TO A REINFORCED CONCRETE STRUCTURE WITH A CONCRETE COLLAR. 2. IF REMOVAL OF AN EXISTING STRUCTURE OR PIPE IS SPECIFIED, IF REMOVAL OF AN EXISTING STRUCTURE OR PIPE IS SPECIFIED, REMOVAL SHALL BE BY SAW CUTTING WITH THE SSJID ENGINEER ONSITE DURING SAW CUTTING. 3. VIBRATE CONCRETE IN PLACE. VIBRATE CONCRETE IN PLACE. 4. PROVIDE WATER TIGHT JOINT PROVIDE WATER TIGHT JOINT 5. CONCRETE SHALL BE 3000 PSI @ 28 DAYS, OR BETTER. CONCRETE SHALL BE 3000 PSI @ 28 DAYS, OR BETTER. 6. CONCRETE PIPE SHALL BE CLEANED AND TREATED WITH AN CONCRETE PIPE SHALL BE CLEANED AND TREATED WITH AN APPROVED BONDING AGENT PRIOR TO CONCRETE PLACEMENT AS REQUIRED BY THE ENGINEER.

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PLACE WATERSTOP R/X EXPANSIVE SEALANT OR APPROVED EQUIVALENT

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DOWEL AN EPOXY #4 REBAR @12" O.C. AROUND CIRCUMFERENCE OF PIPE 4" INTO EXISTING STRUCTURE.

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ROLLED HOOPS W/ 24" OVERLAP (SEE TABLE)

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SMOOTH CONCRETE MORTAR WITH A BRISTLED BRUSH TO SEAL PIPE TO STRUCTURE.

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PIPE DIAMETER

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LESS THAN OR EQUAL TO 48"

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LESS THAN OR EQUAL TO 84"

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24"

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6"

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2

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36"

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18"

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PROPOSED/EXISTING PIPE (SEE NOTE 6)

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PROPOSED CONCRETE STRUCTURE

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PIPE CONNECTION TO STRUCTURE DETAIL

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CONCRETE COLLAR. (SEE TABLE)

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CONCRETE COLLAR. (SEE TABLE)

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12" COMPACTED 85% STRUCTURE FILL OVER UNDISTURBED EARTH

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CONTINUOUS BAR ACROSS TOP OR 13" MIN OVERLAP

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GROUND ELEV.

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AIR VENT TO BE POURED INTO TOP SUPPORTED BY CROSS BARS WELDED TO PIPE & EMBEDDED IN CONCRETE AS SHOWN

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LADDER PER DISTRICT SPECIFICATION

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NOTE 3

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NOTES: UNLESS OTHERWISE SPECIFIED: 1. CONCRETE: CLASS "A" 3,000 PSI WITH # 4 REBAR ON 10" C.C. EACH WAY. SEE REINFORCING DETAIL. 2. MANHOLES: USE STANDARD 30" HD PRESSURE TYPE MANHOLE FRAME & COVER. PHOENIX IRON WORKS, OAKLAND, CA. NO. P-1002 OR APPROVED EQUAL. 3. VENT: 10" DIA. 1/4" WALL STEEL PIPE WITH EXP. METAL COVER WELDED IN PLACE. ALL PAINTED WITH 1 COAT RED RUSTOLEUM PRIMER , 1 COAT GREEN EXT. TYPE PAINT, 1 COAT TAN OR SAND CLASS EXT. PAINT RUSOLEUM OR EQUAL. 4. HOOK-UPS 3 SECTIONS RGRCP MIN., WITH WATERSTOP RX IN CONNECTIONS TO STRUCTURE, INSTALL FLUSH TX IN CONEECTIONS TO STRUCTURE, INSTALL FLUSH TO INTERIOR WALL. PIPE CONNECTIONS TO STRUCTURE SHALL BE MADE PER DETAIL ON CD1. 5. FLOOR & WALLS OF CHAMBER MUST BE INSTALLED IN SINGLE POUR. SEE DISTRICT STANDARD COLD JOINT FLOOR & WALLS OF CHAMBER MUST BE INSTALLED IN SINGLE POUR. SEE DISTRICT STANDARD COLD JOINT DRAWING.

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NOTE 2

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EROSION CONTROL PLAN

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SYMBOL

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EROSION CONTROL LEGEND

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STORAGE / MAINTENANCE / AND FUELING AREA PER CASQA NS-8, 9, 10 WM-1 THROUGH WM-10

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SILT FENCE, TYP. PER CASQA BMP SE-1.

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STABILIZED CONSTRUCTION ENTRANCE/EXIT PER C.O.R. STD. NO. SWPP-5

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CONCRETE WASHOUT PER C.O.R. STD. NO. SWPP-4A AND SWPP-4B

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DESCRIPTION

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ACREAGE:

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%%UNOTES%%U:

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%%uSITE INFORMATION:

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ADDRESS:

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APN: 261-640-40

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1.96± AC.

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1. CONTRACTOR SHALL INSTALL INLET PROTECTION AT ALL STORM DRAIN CONTRACTOR SHALL INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS THAT MAY BE SUSCEPTIBLE TO CONSTRUCTION INFLUENCE. 2. THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR AND SUBCONTRACTORS TO INSTALL WATER POLLUTION DEVICES AT LOCATIONS THROUGHOUT THE SITE. ALL SYMBOLS ARE DRAWN SCHEMATICALLY. THE EXACT LOCATIONS OF WATER POLLUTION CONTROL DEVICES SHALL BE IDENTIFIED IN THE FIELD. THE BMPS SHOWN ARE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY.

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DRAINAGE INLET PROTECTION, TEMPORARY INLET INSERT, TYPICAL ALL DRAIN INLETS PER C.O.R. STD.NO. SWPP-2 AND SWPP-6. SEE OFFSITE PLANS FOR OFFSITE DI'S

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WARREN DRIVE

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FRONTAGE ROAD

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FULTON AVENUE

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12/13/2019

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CALIFORNIA

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RIPON

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AE/RG

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12/13/19

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NC13140

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DAM

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No. 76525

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Exp. 12-31-2020

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PRELIMINARY

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EROSION CONTROL NOTES AND DETAILS

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ER2

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EROSION CONTROL NOTES

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STRAW ROLLS CONSTRUCTION NOTES

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INSPECT ALL THE STRAW ROLLS AND THE SLOPES BEFORE AND AFTER STORMS. MAKE SURE THE ROLLS ARE IN CONTACT WITH THE SOIL. REPAIR ANY ROLLS OR GULLYS PROMPTLY. RESEED OR REPLANT VEGETATION IF NECESSARY UNTIL THE SLOPE IS STABILIZED.

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INSTALL STAKES AT A MAX DISTANCE OF 4 FEET APART ALONG THE WATTLE.

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DRIVE THE STAKE THROUGH PREPARED HOLE INTO SOIL. LEAVE ONLY 1 TO 2 INCHES OF STAKE EXPOSED ABOVE THE ROLL.

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USE A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL FOR THE WILLOW OR WOODEN STAKES.

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LAY THE ROLL ALONG THE TRENCHES FITTING IT SNUGLY AGAINST THE SOIL. MAKE SURE NO GAPS EXIST BETWEEN THE SOIL AND THE STRAW WATTLE.

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START BUILDING TRENCHES AT CONTOUR INTERVALS OF 10 TO 25 FEET APART DEPENDING ON STEEPNESS OF SLOPE. THE STEEPER THE SLOPE, THE CLOSER TOGETHER THE TRENCHES.

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IT IS CRITICAL THAT ROLLS ARE INSTALLED PERPENDICULAR TO WATER MOVEMENT, PARALLEL TO THE SLOPE CONTOUR.

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DIG SMALL TRENCHES PARALLEL TO THE SLOPE CONTOUR, TO PLACE ROLLS IN. THE TRENCH SHOULD BE DEEP ENOUGH TO ACCOMMODATE HALF THE THICKNESS OF THE ROLL. WHEN THE SOIL IS LOOSE AND UNCOMPACTED, THE TRENCH SHOULD BE DEEP ENOUGH TO BURY THE ROLL 2/3 OF ITS THICKNESS BECAUSE THE GROUND WILL SETTLE.

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SHALLOW GULLIES SHOULD BE SMOOTHED AS WORK PROGRESSES.

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FINISH THE SLOPE BEFORE THE STRAW ROLL INSTALLATION IS STARTED.

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THE CONTRACTOR SHALL MAINTAIN AN EROSION CONTROL PLAN REFLECTING WORK COMPLETED/PROPOSED AND EROSION AND SEDIMENT CONTROL MEASURES TO BE TAKEN.

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CONTRACTOR SHALL HAVE THE TRAINED PERSONNEL, TOOLS, EQUIPMENT, LABOR AND MATERIALS NEEDED TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES.

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EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN TIME TO BE 100% EFFECTIVE. SLOPE PROTECTIVE MATS, SEDIMENT TRAPS AND/OR DESILTING BASINS SHALL BE INSTALLED AS NEEDED TO CONTROL SEDIMENT TRANSPORTATION. GRADING SHALL COMPLY WITH THE REQUIREMENTS OF THE REGIONAL WATER QUALITY CONTROL BOARD PERMIT.

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ALL EXISTING INLETS IN THE VICINITY SHALL BE PROTECTED BY THE INSTALLATION OF FILTER FABRIC, GRAVEL BAGS SILT BARRIERS AND OTHER SEDIMENT CONTROL MEASURE PER DETAILS HEREON SUCH MEASURES SHALL BE MAINTAINED UNTIL APPROVAL OF A NOTICE OF TERMINATION (NOT) BY THE STATE. CONTRACTOR SHALL PROVIDE AND MAINTAIN DRAIN INLET PROTECTION FOR ALL CATCH BASINS LOCATED IN THE VICINITY OF WORK. THIS INCLUDES ANY CATCH BASINS LOCATED IN THE PUBLIC RIGHT-OF-WAY, AS WELL AS ANY CATCH BASINS IN THE PARKING LOT.

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CONTRACTOR SHALL ENSURE THAT ALL DEVICES SHOWN SHALL BE IN PLACE THROUGHOUT THE DURATION OF THE PROJECT BEFORE EACH WORKING DAY AND AT THE END OF THE WORKING DAY.

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ALL EROSION AND SEDIMENT STRUCTURES SHALL BE INSPECTED AFTER EACH STORM AND AT THE END OF EACH WORKING DAY. STRUCTURES SHALL BE CLEANED OUT AND REPAIRED OR REPLACED AS NECESSARY, TO BE EFFECTIVE.

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ALL BASINS AND CHECK DAMS SHALL BE DRY AND ALL DEBRIS AND SOIL REMOVED WITHIN 24 HOURS AFTER EACH STORM EVENT.

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ALL PAVED AREAS SHALL BE KEPT CLEAR OF ALL EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO THAT SEDIMENT RUNOFF, DOES NOT ENTER THE STORM SYSTEM.

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AS STORM DRAIN IMPROVEMENTS ARE CONSTRUCTED, ALL STRUCTURES AND INLET PIPES SHALL BE PROTECTED FROM INFLOW OF SILT BY THE INSTALLATION OF FILTER INSERTS, GRAVEL BAGS SILT BARRIERS AND OTHER SEDIMENT CONTROL MEASURES.

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ADJACENT PROPERTIES SHALL BE PROTECTED FROM STORM WATER, MUD, SOIL, OR CONSTRUCTION MATERIALS, AT ALL TIMES.

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CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EROSION CONTROL STRUCTURES AND DEVICES ON AND OFF SITE AT THE LOCATIONS SHOWN ON THE PLANS.

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ALL COMPLETED DRAIN INLETS SHALL BE PROTECTED WITH SILT BARRIERS.

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THE PERMITTEE OR CONTRACTOR FOR EMERGENCY WORK SHALL ALERT STANDBY CREWS DURING RAINSTORMS.

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TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE GRADING PLAN, WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED WHEN THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES. THE SWPPP SHALL BE UPDATED TO REFLECT ANY MODIFICATIONS.

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CONTRACTOR SHALL REMOVE ALL LOOSE SOIL, SEDIMENT AND CONSTRUCTION DEBRIS FROM THE STREET AREAS UPON STARTING OPERATIONS AND AT THE END OF EACH WORKING DAY AND AS DIRECTED BY THE INSPECTOR. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM.

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EXCEPT AS OTHERWISE DIRECTED BY THE INSPECTOR, CONTRACTOR SHALL INSTALL ALL BEST MANAGEMENT PRACTICE (BMP) DEVICES BEFORE EACH WORKING DAY AND THAT ALL BMP DEVICES SHALL BE DEPLOYED, INSPECTED, AND REPLACED THROUGHOUT THE COURSE OF THE PROJECT, REGARDLESS OF SEASON.

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TO MINIMIZE EROSION OF GRADED BANKS, ALL GRADED BANKS STEEPER THAN 2.5:1 AND HIGHER THAN 5 FEET, SHALL BE HYDROSEEDED, LANDSCAPED OR SEALED IF THE PERMANENT STORM DRAIN SYSTEM IS NOT INSTALLED BY OCTOBER 1, TEMPORARY DITCHES SHALL BE CONSTRUCTED TO CONTAIN THE STORM WATER AND DIRECT IT, IN A MANNER THAT AVOIDS EROSION OF THE BANKS, TO THE EROSION AND SEDIMENT CONTROL FACILITIES. SEE SEED MIXTURE REQUIREMENT ON THIS SHEET.

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AS A PART OF THE EROSION CONTROL MEASURES, THE UNDERGROUND STORM DRAIN FACILITIES SHOULD BE INSTALLED COMPLETE AS SHOWN ON IMPROVEMENT PLANS PREPARED BY MVE, INC.

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ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVER BANK FLOW.

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THE CONTRACTOR SHALL PLACE DRAIN ROCK AS A GRAVEL ROADWAY (8" MIN. THICKNESS, 12 FEET MIN. WIDTH AND 50 FEET LONG) AT EACH ROAD ENTRANCE TO THE SITE. ANY MUD THAT IS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THE SAME DAY.

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THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THESE PLANS IN THE FILED, SUBJECT TO APPROVAL OF THE INSPECTOR. ANY CHANGES WILL BE INDICATED IN THE SWPPP.

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CONTROL MEASURES ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. CONTACT PUBLIC WORKS CONSTRUCTION INSPECTION AT LEAST 48 HOURS PRIOR TO THE START OF ANY WORK TO ARRANGE FOR INSPECTION.

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BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES (SEEDED) TO THE SATISFACTION OF THE INSPECTOR.

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SEDIMENT TRAPS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEAN-OUT LEVEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN THE DESILTING BASINS AND THE SEDIMENT TRAPS. ALL MEASURES WILL BE INSPECTED DAILY BEFORE AND AFTER EACH STORM. BREACHES IN DIKES AND SWALES WILL BE REPAIRED AT THE CLOSE OF EACH DAY AND WHENEVER RAIN IS FORECAST.

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EROSION CONTROL STRUCTURES SHALL BE ADJUSTED BY THE CONTRACTOR TO REFLECT ALL CHANGES IN DRAINAGE AS STREETS AND BUILDING PADS ARE BEING INSTALLED.

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WIDE.

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GRAVEL CONSTRUCTION ENTRANCE SPECIFICATIONS

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THE AGGREGATE SIZE FOR THE GRAVEL CONSTRUCTION ENTRANCE PAD SHALL BE 2-3 INCH DIAMETER STONE.

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PLACE THE PAD WHERE SHOWN ON THE PLANS AND WHERE NEEDED TO LIMIT SEDIMENT LEAVING THE SITE.

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THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES. USE GEOTEXTILE FABRICS, IF NECESSARY,

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TO IMPROVE STABILITY OF THE FOUNDATIONS IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

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THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET AND NOT LESS THAN 12 FEET

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THE PAD SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT

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ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS

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CONDITIONS DEMAND, AND REPAVE AND/OR MAINTENANCE OF ANY MEASURES USED TO TRAP SEDIMENT.

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ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED

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IMMEDIATELY. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.

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WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO EXIT ONTO PUBLIC

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RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED

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STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

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ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATER COURSE THROUGH

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USE OF GRAVEL BAGS, STRAW WADDLES, OR OTHER APPROVED METHODS.

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CONTRACTOR SHALL SCHEDULE WORK THAT COULD LEAD TO EROSION OR SEDIMENT CONTROL ISSUES FOR DRY WEATHER DAYS WHEN NO RAIN IS IN THE IMMEDIATE FORECAST.

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ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT

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FROM ADJACENT PUBLIC STREETS AT LEAST ONCE EVERY 24 HOURS WHEN OPERATIONS ARE

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OCCURRING. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED

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OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS

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UPON COMPLETION OF PHASED CONSTRUCTION, SUBSEQUENT PHASES SHALL RE-VEGETATE ALL

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EXPOSED SOIL SURFACE WITHIN 30 DAYS, OR AS OTHERWISE APPROVED BY THE CITY, TO MINIMIZE

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POTENTIAL TOPSOIL EROSION. REASONABLE ALTERNATIVES TO RE-VEGETATION MAY BE EMPLOYED,

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ESPECIALLY DURING PEAK TEMPERATURE PERIODS OR TO AVOID NEGATIVE IMPACTS TO NEARBY

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AGRICULTURAL ACTIVITIES, SUBJECT TO THE APPROVAL OF THE CITY.

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56. TO 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: ________________

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ALL BMPS USED DURING CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT CASQA BMP MANUAL AND THE NPDES CONSTRUCTION GENERAL PERMIT. IF THIS SHEET DISAGREES WITH THE MOST RECENT CASQA BMP HANDBOOK, CONTACT THE ENGINEER FOR ADDITIONAL INSTRUCTIONS.

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CATCH BASIN

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BACK OF CURB

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SPILLWAY

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RUNOFF

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RUNOFF

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NOTE:

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NTS

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INLET SEDIMENT BARRIER

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BURLAP SACKS TO OVERLAP ONTO CURB

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GRAVEL FILLED SANDBAGS STACKED TIGHTLY

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NOTE: ENCLOSE INLET AS NECESSARY TO BLOCK FLOWS.

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SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY.

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LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVED A SPILLWAY FOR OVERFLOW.

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INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.

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PLACE CURB TYPE SEDIMENT BARRIERS JUST UP SLOPE FROM INLETS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.

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SPILLWAY

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PLACEMENT AROUND EXISTING CATCH BASIN

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SPILLWAY

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SPILLWAY

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SPILLWAY

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STORM DRAIN NPDES PERMIT

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SWPPP GENERAL NOTES

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DUMP STRAP

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BAG DETAIL

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NTS

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DUMP STRAP

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TYPICAL SILTSACK CONSTRUCTION

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SILTSACK OR EQUALLY APPROVED

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INSTALLATION DETAIL

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1" REBAR FOR BAG

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REMOVAL FROM INLET

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EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS)

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2 EACH DUMP STRAP

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RUNOFF

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RUNOFF

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NTS

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GRAVEL BAG BERM

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BURLAP SACKS TO OVERLAP ONTO CURB

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SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY.

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INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.

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GRAVEL FILLED SANDBAGS STACKED TIGHTLY

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WALKWAY

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THE POST.

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NEVER EXCEED 9 INCHES.

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NOT EXCEED 6 FEET.

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WHICHEVER IS LESS.

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BEEN REMOVED.

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INCREASE PONDING VOLUME.

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STABILIZED.

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SILT FENCE CONSTRUCTION SPECIFICATIONS

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THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES. STORAGE HEIGHT AND PONDING HEIGHT SHALL

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THE FENCE LINE SHALL FOLLOW THE CONTOUR AS CLOSELY AS POSSIBLE. THE FILTER FABRIC SHALL BE CUT

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FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. IF JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE

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SLICED ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO

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POSTS SHALL BE SPACED A MINIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM

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OF 12 INCHES). WHEN EXTRA-STRENGTH FABRIC IS USED WITHOUT WIRE SUPPORT FENCE, POST SPACING SHALL

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TURN THE ENDS OF THE FENCE UPHILL TO PREVENT ESCAPE OF UNFILTERED FLOWS.

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WHEN STANDARD-STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED

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SECURELY TO THE UPSLOPE SIDE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE

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WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL NOT

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EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE.

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WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE

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MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS.

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THE REMOVED SEDIMENT SHALL CONFORM WITH THE EXISTING GRADE AND BE VEGETATED OR OTHERWISE

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SEDIMENT SHOULD BE REMOVED WHEN IT REACHES 1/3 HEIGHT OF THE FENCE OR 9 INCHES MAXIMUM,

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RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

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SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED DAILY AND BEFORE AND AFTER EACH SIGNIFICANT

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UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND ANY SEDIMENT STORED BEHIND THE SILT FENCE HAS

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SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE

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SILT FENCES PLACED AT THE TOE OF A SLOPE SHALL BE SET AT LEAST 6 FEET FROM THE TOE IN ORDER TO

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THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC.

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FLOW

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8"

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FLOW

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TOP OF FABRIC

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(300mm)

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12" MIN.

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INSTALLATION WITHOUT TRENCHING

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(200mm)

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TOP OF FABRIC

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FLOW

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12" MIN.

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(300mm)

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TRENCH DETAIL

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NOTE:

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SILT FENCE

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NTS

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ALTERNATIVE III

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EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT

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ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST

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STEEL OR WOOD POST

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10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE

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STEEL OR WOOD POST 36" (1m) HIGH MAX.

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4"X6" (100 X 150mm) TRENCH WITH COMPACTED BACKFILL

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3/4" (20mm) MIN. DRAIN ROCK

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SILT 9" MAX (225mm) STORAGE HT.

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SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

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INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT.

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REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

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MAY BE USED IN LIEU OF SAND BAG BARRIER AT CONTRACTOR'S OPTION

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