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CONSTRUCTION SITE EX, PAVEMENT
<br /> 25'
<br /> FLOW A MIN.
<br /> EX. FACE OF' CURB EX. FACE OF CURB 6" "To 12" DEPTH OF WASHED WELL
<br /> INLET FILTER INLET FILTER
<br /> .......... GRATE GRATE EX, (.32ROUND-\ GRADED 3"-4" FRACTURED STONE
<br /> AGGREGATE
<br /> PLAN
<br /> A A B
<br /> 7
<br /> 7777
<br /> 7,
<br /> -7r-77 7-77 77
<br /> 77�7,,
<br /> v
<br /> EXISTING OPEN BACK r-1000
<br /> x 7
<br /> I x NOOD
<br /> FILTER MATERIAL \V
<br /> POST OR STEEL_ �XJ 117A 7
<br /> 'EOFEXTILE MATERIAL
<br /> x, TO OVERLAP DROP y'\/ 6" M11\L
<br /> POST
<br /> A x INLET BY 1 (25 MM)
<br /> MINIMUM
<br /> v TION A--A
<br /> /V\ SEC
<br /> AIx, -- I I/ I/"I �i\,/�\/�,,I"\ ,, , �,I"
<br /> WIRE OR TIE LL_
<br /> 0
<br /> WRAP (TYP
<br /> 4
<br /> z
<br /> LjJ
<br /> .......... " m A
<br /> (LRIICAL LXIENSION ............. ----___--
<br /> )F GRATE TO EXTEND
<br /> SECTION A-A -)AST EACH SIDE OF PLAN VIEW PLAN VIEW DIRECTION OF TRAVEL w 0-
<br /> ,;URB OPENING
<br /> OPEN
<br /> TYPICAL FIBER ROLL DETAIL
<br /> SACK HOOD 91-TER GRATE
<br /> NOT TO SCALE EXTENSION
<br /> WIRE OR TIE WRAP FILTER GRATE OR JIE WRAP
<br /> 'ROLLED CURB r FILTER GRATE FILTER MATERIAL PLAN VIEW
<br /> NOTES: WIRE,
<br /> (;ONS'IRUC77ON ENTRANCE
<br /> I , FILTER ROLLS SHALL BE _'ONSTRUCIED LONG ENOUGH TO EXTEND ACROSS !hE tXI'Lt.,IEL) -LJVV 11 1
<br /> -r
<br /> No TO SCALE
<br /> 2. SUPPORT POSTS SHALL BE A MINIMUM 24' LONG 1 "xl " WOOD POSTS DRIVEN A MINIMUM OF 6" INTO
<br /> "THE GROUND. POSTS SHALL BE SPACED A MAXIMUM OF 4 FEET APART,
<br /> 3. FILTER ROLL SHALL BE IMBEDDED A MINIMUM OF 3" INTO EXISTING GROUND. EXISTING DROP EXISTING DROP
<br /> 4. CON-TRACTOR SHALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON, MONTHLY DURING THE DRY INLET GRATE INLET GRATE �;TABILIZLU _'k2,v�,,t�uCFION SITE ACCESS SHALL BE CONSTRUCTED OF 3" 10 4"
<br /> SEASON, AND IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS
<br /> [REQUIRED. SEDIMENT SHALL BE REMOVED BEFORE IT HAS REACHED ONE HALF THE HEIGHT' OF THE FILTER SECTION A-A SECTION 13-13 WASHED, WELL-GRADED FRACTURED STONE AGGREGATE. MATERIAL SHALL BE PLACED
<br /> ROLL- 0 A MINIMUM THICKNESS OF 6", SLOPED AWAY FROM THE ROADWAY.
<br /> __ENGTH OF ENTRANCE SHALL BE A MINIMUM OF 25 , WIDTH SHALL BE
<br /> LACEMENT AT VER77CAL CURBS PLACEMENT AT ROLLED CURBS A MINIMUM 15' OR GREATER IF NECESSARY TO COVER ALL VEHICULAR
<br /> NGRESS AND EGRESS. PROVIDE AMPLE TURNING RADII.
<br /> NOT TO SCALE NOT TO SCALE 4. "HE ENTRANCE SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL TOP DRESSING
<br /> 2"x2" �50x5O MM) STAKE OR WiTH MATERIAL AS SPECIFIED IN NOTE 1 .
<br /> STH
<br /> SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY USAGE, MONTHLY
<br /> #4 J-BAR DRIVEN 25 MM (1 ") S FRAW OR HAY BALE L DJRING NORMAL USAGE, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS
<br /> BELOW TOP OF BALE HE MA,vm, \,I )RAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES (0.8 HECTARES). \�ECESSARY. PERIODIC TOP DRESSING SHALL BE DONE AS NEEDED,
<br /> Irl E FILTER PAD SHALL BE 1 " (25 MM) THICK CLEANABLE POLYESTER FIBER AND ACRYLIC LATEX \NY DEBRIS, SEDIMENT OR ROCK TRACKED ONTO PUBLIC STREETS WILL BE SWEPT UP
<br /> PLASTIC TARP BY THE END OF EACH WORKDAY.
<br /> RESIN OR APPROVED EQUAL. FILTER PAD SHALL OVERLAP DROP INLET ON ALL SIDES MY A MINIMUM
<br /> JF 1 " (25 MM).
<br /> NYLON OR WIRE BINDING '
<br /> "HE Fit-TER GRATE SHALL BE MADE OF EXPENDED METAL OR REBAR AND BE OF SUFFICIENT SrRENGrH
<br /> -10 PREVENT BENDING WHEN DRIVEN OVER. GRATE MATERIAL SHALL NOT EXCEED 0.5" (13 MM) THICK.
<br /> (n
<br /> EX. GROUND 4" (100 MM) MIN. rHE GRATE SHALL HAVE A MINIMUM 60% OPEN AREA. GRATES USED AT VERTICAL CURBS SHALL HAVE A
<br /> COMPACTED SOIL vERTICAL. EXTENSION TO COVER THE CURB OPENING, THE FILTER GRATE SHALL BE THE SAME SIZE AS
<br /> STAKE TARP -1-0 GROUND 'HE INLET GRATE.
<br /> "HE Fit-TER PAD AND GRATE SHALL BE SECURELY ATTACHED TO THE DROP INLET BY WIRE OR TIE-WRAPS, DROP INLET
<br /> N DROP INLET CATCH
<br /> _L. REPAIRS, AS WELL AS SEDIMENT'
<br /> LET FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. /2" SQUARE BASIN PERIMETER
<br /> [--<--8 �200 MM) AND DEBRIS REMOVAL SHALL BE MADE AS NECESSARY,
<br /> a. 'NL.ET FILTERS SHALL BE "CONSTRUCTION" STORM DRAIN FILTERS BY POLLUTION SOLUTION.
<br /> 4" �, 100 MM) MIN. 118" (450 MM) MIN.
<br /> SET BALE IN TRENCH
<br /> A-- x
<br /> TISEC
<br /> INLET ON A--A
<br /> ANGLE FIRS] SlAr�E 104ARL) RAVEL BAG �/4" REBAR
<br /> A
<br /> `_- 2 STAKES PER-
<br /> PREVIOUSLY LAID BALE
<br /> BALE
<br /> A4" (100 MM)
<br /> 0 TRENCH
<br /> -- RAMS1/2" REBAR
<br /> 0
<br /> u
<br /> INLET DETAIL
<br /> 0 ...... ...............
<br /> PLACE BALES TIGHTLY NOT TO SCALE
<br /> -TOGETHER WITH NO GAPS
<br /> STRAW BALE ALIGNMENT FRONT VIEW )EVELOI`LA \L-), i-OR REPLACEMENF OF' MISSING AND DAMAGED FILTER SGRtLN6
<br /> ll,'NTIL. THE PROjr-CT IS ACCEPTED. A ROUTINE MAINTENANCE SCHEDULE IS TO BE MAINTAINED.
<br /> CATCH !LTER SCREENS SHALL BE SECURED 'TO THE CATCHBASIN DURING THIS PERIOD.
<br /> BASIN OMPRESSED BETWEEN REBAR FRAME AND DICB IS 1 " THICK FILTER PAD MATERIAL. FILTER
<br /> HAD MATERIAL IS DENSE TO RETAIN SILT YET POROUS ENOUGH TO ALLOW WATER DRAINAGE. THE
<br /> CONCRETE WASHOUT _ILTER SYSTEM IS WIRE TIED TO THE DICB IN 2 OR MORE PLACES TO PREVENT SLIPPAGE OR
<br /> NOT TO SCALE OF UNIT FROM DICB
<br /> HE FILTER PAD AND GRATE SHALL BE SECURELY ATTACHED TO THE DROP INLET BY WIRE OR
<br /> NOTES: iL',-WRAPS.
<br /> NLET FILTERS SHALL. BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. REPAIRS AND SEDIMENT
<br /> 1 , PLACE BALL ;N A 4` T100 MM) DEEP FRENCH. BALES SHALL BE PLACED SO THAI BINDINGS ARE nORIZONIAt_ �;A ;_(;NdASIN A NO GRA VEL BAG DETAIL AND DEBRIS REMOVAL SHALL BE MADE AS NECESSARY SOLUTION,
<br /> 2. BALES SHALL BE ANCHORED BY TWO 2"x2" (50x50 MM) STAKES OR #4 J--BAR DRIVEN THROUGH THE BALE NLET FILTERS SHALL, BE "CONSTRUCTION" STORM DRAIN FILTERS BY POLLUTION
<br /> AND INTO THE GROUND A MINIMUM DEPTH OF 18" (450 MM). STAKES OR J--BARS SHALL. BE DRIVEN FLUSH WITH NOT TO SCALE
<br /> THE TOP OF THE BALE, THE FIRST STAKE OR JBAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE TOWARDS
<br /> THE PREVIOUSLY LAID BALE TO FORCE THE BALES TIGHTLY TOGETHER. :,RAVELWOVEN GEOTEXTILE FABRIC. (12"xl8"± AND 15 LBS OF 1 " �MAX. ROt,�N
<br /> 3. AFTER BALESARE STAKED IN PLACEEXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE SIDE TO A MINIMUM
<br /> ,, , �,;ONSTRUCT ON GENTL� SLOPING STREET WHERE WATER CAN POND AND ALLOW SEDIMENT TO DILLON & MURPHY
<br /> HEIGHT OF 4 (100 MM). SEPARATE OUT OF 1
<br /> 4, CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH WASHOUT. REPAIRS SHALL BE MADE AS NECESSARY SESUSPENSION.
<br /> PAIR FILTERS AFTER EACH STORM EVENT, REMOVE SEDIMENT WHEN 1/2 OF THE CONSUL77NG CIWL ENGINEERS
<br /> AND SEDIMENT SHALL BE REMOVED WHEN 11' HAS ACCUMULATED TO A DEPTH OF 6" (150 MM). BALES SHALL BE NSPECT AND REPAIR
<br /> DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY ENGINEERING - PLANNING - SURVEYING
<br /> REPLACED WHEN THEY HAVE BEEN DAMAGED, COLLAPSED, OR DECOMPOSED, `0 A SEDIMENT BASIN OR OTHER FILTERING MEASURE. 847 N. CLUFF AVENUE, SU17E A2, LOOI, CALIFORNIA 95240 (209) 3J4--6613
<br /> SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROAD.
<br /> GRAVEL_- BAG INLET PROTECTION ON ROADS OPEN TO THE PUBLIC WILL REQUIRE DELINEATION DEVICES
<br /> TO ALERT MOTORISTS. BICYCLISTS AND PEDESTRIANS. 'THE USE OF SUCH DEVICES SHALL BE SUBJECT TO SANGUINETTI INVESTMENTS
<br /> '-HE ENGINEERS APPROVAL. CIRCLE K - FARMINGTON, CA
<br /> ...............___ ..................................
<br /> EROSION CONTROL DETAILS ANO NOTES
<br /> SEPTEMBER, 2008
<br /> SAN JOAQUIN COUNTY, CA
<br /> BEFORE YOU Ji�_2' .......... ............ .................... ......... ............
<br /> CALL USA UNDERGROUND SERVICE ALLRI REV, NO. DESCRIPTION DATE SCALE: AS NOTED BENCH MARK: EL: SHEET
<br /> 48 HOURS PRIOR TO CONSTRUCTION, CALL
<br /> TOLL FREE 1-800-227-2600 DRAWN BY: SM C6
<br /> DESCRIPTION:
<br /> KEEP ALL VEHICLES, EQUIPMENT, TOOLS ANDOF 7 SHEETS
<br /> PEOPLE 10 FEET FROM POWER LINES, IF YOU DESIGNED BY:
<br /> MUST WORK WITHIN 10 FEET OF PCWER I-INES
<br /> PLEASE CALL CITY OF LODI ELECTRICAL UTILITY CHECKED BY: JM JOB NO.
<br /> DEPARTMENT, --- 05127
<br /> AS BUILT BY: S\2005 05 7 010f-,'01 PLAN,dwq 00 27, 2906
<br />
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