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EROSION CONTROL NOTES: 2X6 ROUGH WOOD CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR FRAME SECURELY SANDBAG EROSION, AND STORM WATER CONTROL LAWS AND REGULATIONS FASTENED AROUND IN EFFECT AT THE TIME OF CONSTRUCTION, SUCH AS BUT NOT ENTIRE PERIMETER PLASTIC LINING O EX/ST/NG DROP LIMITED TO THE NATIONAL POLLUTION DISCHARGE ELIMINATION STRAW BALES EX/ST/NG OPEN 5 CM (2') INLET GRATE DETAIL A EX/ST/NG DROPSYSTEM BEST MANAGEMENT PRACTICE REQUIREMENTS. BINDING WIRE BACK HOOD MINIMUM PERFORA TED 4" P VC 1.3 CM (.5') CURB INLET GRA TE MAX/MUM NATIVE MATERIAL (OPTIONAL) DETAIL A � 0 PLAN KEW . -N 16 a° ° C DRAINAGE INLET Ad MIN/MUM ° � BA G W/DTH 5 CM (2') \ (BACK OF/ CONTACT ' SECTION A-A GRA TE) / A T FRONT FIL TER BAG AND SIDES _ CONTACT FRAME EX/ST/NG DROP ALL SIDES (OP T/ONAL) INLET GRA TE � - - - - - — — VARIES l ACTUAL SIZE WILL BE ESTIMATED DETAIL A BASED ON SIZE OF CONCRETE POUR(S). BAG WIDTH - - - - - N OTE: OUTLET P/PE OUTLET PIPE FILTER BAGS TO BE USED ON ALL STORM ROUGH WOOD FRAME STORM DRAIN INLET FIL TER BAG DRAIN INLETS. NO SCALE OO uj STORM DRAIN INLET FIL TER BAG NOTES: STRAW BALE m THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES. J z0Of THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH _ 0 A MIN. TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT. AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH N 3: 0 0- A MIN. FLOW RATE OF 40 GALLONS/ MINUTE/ SQ.FT. GRAVEL BAG A PLASTIC LINING A w w cribj w THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR (2 LAYERS SEDIMENT O Q N m w DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME. THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1.3CM HIGH) DEPOSIT AREA > Of (.5") ABOVE THE INLET FRAME (SEE DETAIL A ) SAND BAG < o 0 THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED. FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG. THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF o THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE GR \\!��\/\ \ ,A INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND WEEKLY /' \moi AR0�7 D O O DURING THE DRY SEASON. SEDIMENT AND DEBRIS SHALL BE REMOVED. INLET //�� FILTERED �� IMBED BAGS %�/�� RUNOFF 4" BELOW TOP � \ OF INLET '\ • TEMPORARY STABILIZED CONSTRUCTION ENTRANCE -- - - - - -- - - --- ---- PLAN VIEW DESIGN AND CONSTRUCTION SPECIFICATIONS: ABOVE GRADE CONCRETE WASHOUT DETAIL THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH `J — — — — — — — A — — — — — — — — NOT TO SCALE STONE. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES. DRAINAGE INLET THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. SECTION THE LENGTH THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TEMPORARY GRA VEL BAG FIL TER A T INLET STORM DRAIN TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAY. THIS MAY CURB TYPE INLET MESSAGE LOCATION REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS NO SCALE DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP CONCRETE PERIMETER SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT—OF—WAY SHALL BE REMOVED IMMEDIATELY. INLET GRATE WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR AREA TYPE INLET STORM DRAIN �o TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT MESSAGE LOCATION SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP, OR SEDIMENT BASIN. ALL SEDIMENT INLET GRATE SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS. CONTRACTOR TO REMOVE AND DISPOSE OF STABILIZED CONSTRUCTION 4' MAX ENTRANCE UPON COMPLETION OF CONSTRUCTION. CONCRETE PERIMETER 411 FIGURE 4-1 . STORM DRAIN MESSAGE LOCATION 50' MIN- \ III �' �' NOT TO SCALE EXISTING GROUND PUBLIC R.O.W. STORMWATER QUALITY CONTROL CRITERIA PLAN 8" MIN. 2"-3" FILTER FABRIC (SHALL BE \ �\i,\\ � FIGURE 4-1 . STORM DRAIN MESSAGE LOCATION .... '�� NOT TO SCALE STORM DRAIN MESSAGE NOTES: EQUIVALENT TO NTYPAR 3401 ( ) PURPOSE AND DEFINITION: WITH MIN, STRENGTH OF 135psi PROFILE VIEW CLEAN CRUSHED ROCK NOTE: & SIEVE OPENING 70-100). FIBER ROLL CAN BE USED THE PURPOSE INTENT OF THIS DESIGN STANDARD IS TO PROMOTE PUBLIC AWARENESS WITH IN PLACE OF SILT FENCE REGARD TO IMPACTS OF ILLEGAL DUMPING OF UNWANTED MATERIALS INTO THE STORM EXISTING GROUND PROTECTION. DRAINAGE SYSTEM. THIS IS ACCOMPLISHED BY USING PROHIBITIVE LANGUAGE AND ICONS TO ILLUSTRATIVE THE IMPACTS OF ILLEGAL DUMPING AND THE FUNCTION OF THE VARIOUS STORM WATER QUALITY CONTROLS. PROVIDE TRANSITION APPLICATION: BETWEEN STABILIZED SLOPE 8" FIBER ROLL THE DESIGN STANDARD AS HEREIN SPECIFIED SHALL BE USED AS THE BASIS FOR DESIGN OF CONSTRUCTION ENTRANCE AND PUBLIC RIGHT—OF—WAY VARIES STORM DRAIN SYSTEM SIGNS THAT ARE TO BE INCORPORATED AS PART OF THE PERMANENT DRAINAGE COLLECTION SYSTEM. DESIGN OF SIGNAGE SHALL BE UNDER THE JURISDICTION OF 40' MIN. �\\-- 1 THE CITY OF STOCKTON BY VIRTUE OF BEING AN APPROVED COMPONENT OF CITY OF PLAN VIEW 4" MAX\\\// / /%// STOCKTON'S STORM DRAINAGE SYSTEM. SIGNAGE IS A HIGHLY VISIBLE SOURCE CONTROL FOR STABILIZED CONSTRUCTION ENTRANCE \y/\\y/\\//\\ //\�//\�//\\//\// / INDIVIDUAL STORM WATER INLETS AND CAN PROMOTE PUBLIC AWARENESS OF THE PURPOSE / / / /\\%�\\/�\%�\%�\%�\%�\%\\%\\\ AND FUNCTION OF TREATMENT CONTROLS ACCESSIBLE TO THE PUBLIC. 800-227-2600 NOT TO SCALE DESIGN CRITERIA: FORE1' MIN /N\1\\//\\%/�/%/� DESIGN OF THE PUBLIC NOTICE TO BE PLACE ADJACENT TO ALL STORM DRAIN INLETS SHALL BE IN ACCORDANCE WITH THE DETAIL BELOW. FOR NEW DEVELOPMENT MESSAGE AND SYMBOL SHALL BE PERMANENTLY PLACED WITH THE USE OF BOMANITE, STAMPED INTO THE CONCRETE, 3/4" X 3/4" WOOD STAKES OR OTHER METHOD APPROVED BY CITY OF STOCKTON. FOR REDEVELOPMENT MESSAGE AND v� U @ 4' MAX SPACING SYMBOL SHALL BE PLACED WITH THE USE OF THERMOPLASTIC PAVEMENT MARKINGS. PAINTING SHALL NOT BE ALLOWED FOR NEW DEVELOPMENT OR REDEVELOPMENT. PAINTING SHALL ONLY ((��DSA BE ALLOWED IN EXISTING AREAS FOR COMMUNITY AWARENESS ACTIVITIES. LETTERS SHALL BE FIBER ROLL INSTALLATION DETAIL 1-1/2 INCHES IN HEIGHT, OUTSIDE DIMENSION OF PUBLIC NOTICE BACKGROUND SHALL FIT NO SCALE BACK ON INLET OR BE PLACED IN SIDEWALK IMMEDIATELY BEHIND INLET, 8 INCHES BY 24 INCHES MINIMUM. LETTERING AND GRAPHIC SHALL BE BLACK WITH GRAY BACKGROUND UNLESS Fac F� APPROVED BY SAN JOAQUIN COUNTY. DRIVEWAY CATCH BASINS SHALL HAVE NOTICE IN �CNND SEG DRIVEWAY ADJACENT TO THE INLET. 48 HOURS PR/OR TO WORK OPERA TONS QRp:ESS/0 �0 LAND S� p,0110 l�� PG,rpRY C.K,O�c ' UNAUTHORIZED CHANGES AND USES: REVISIONS JOB NO.: 3984STOCKTON m N0. DESCRIPTION DATE BY WON G ENGINEERS, INC. DATE: SEPT. 201$ 1505 EAST HAMMER LANE CALIFORNIA SHEET NO. 48717 * * THE ENGINEER PREPARING THIS SITE PLAN WILL NOT BE PLANNING ENGINEERING SURVEYING C 6 EXPIRES: 9-30-2020 � NO. 7600 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN EX. 12-31-2018 TO OR USES OF THIS PLAN. ALL CHANGES TO THIS PLAN STOCKTON CALIFORNIA (209) 476-0011 ��qTF CIVIC O��Q ��qTF o��Q MUST BE IN WRITING AND MUST BE APPROVED BY THE DRAWN: ZK E R 0 S 0 N CONTROL DETA L OF CA\>F OF CNO� PREPARER OF THIS SITE PLAN. C. ^ / L.S. 48007 OF SIX 1r✓ DATE 9/10/18 R.C.E. DESIGN: WEI FILE 3984 CHECKED: ZCW