|
FLOW
<br />MINIMUM OF TM + DRIVE STAKES
<br />2' x 2' 5TAKE5 TOWARDS CATCH
<br />OR #4 J -w TIP. BA51N, TYP.
<br />EACH BALE
<br />CATCH BASINA LLLLLLI 1' O A
<br />LLLLLL
<br />LLLLLL
<br />LLLLLL
<br />LLLLLL
<br />LLLLLL
<br />{ J `PLACE BALE
<br />STRAW BALE, TYP. TIGHTLY T05E1HR
<br />NYLON OR WIRE
<br />5TRAM OR HAY -
<br />BALE, TYP.
<br />B"
<br />PLACE COMPACTED
<br />SOIL
<br />t
<br />FLOW
<br />FLAN 1/I EN
<br />STAKE OR J -BAR (TYP.)
<br />I' BELOW SURFACE
<br />a- -
<br />INLET
<br />SET BALE IN 4"
<br />DEEP TRENCH
<br />5EGT I ON A -A
<br />1.
<br />NOTES
<br />BALE -5 SHALL BE PLACED TI6HTLY ABUTTED T06ETHER IN A TRENCH
<br />EXCAVATED A MINIMUM OF 4 INCHE5 BELOW THE INLET. BALES SHALL
<br />BE PLACED SO THAT BINDIN65 ARE HORIZONTAL.
<br />2. EACH BALE SHALL BE ANCHORED BY A MINIMUM OF TWO 2" x 2"
<br />STAKES OR TWO #4 J -BARS DRIVEN THROUGH THE BALES AND INTO THE
<br />6ROUND A MINIMUM DEPTH OF 180. TOPS OF STAKES OR J -BARS SHALL
<br />BE COUNTERSUNK A MINIMUM OF i" BELOW THE TOP OF THE BALE.
<br />3. OUTER PERIMETER OF THE BALES SHALL BE BACK FILLED AND COMPACTED
<br />TO A DEPTH OF APPROXIMATELY 4 INCHES WITH EXCAVATED MATERIAL.
<br />4. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIR OR SEDIMENT REMOVAL 15 REQUIRED. SEDIMENT
<br />SHALL BE REMOVED NM-IEI IT HAS BUILT UP TO A DEPTH OF APPROXIMATELY
<br />6". BALES SHALL BE REPLACED WHEN THEY HAVE BEEN DAMA6ED,
<br />COLLAPSED OR DECOMPOSED.
<br />STRAW BALE
<br />INLET FILTER
<br />NO SCALE
<br />STRAW WATTLE, AS PER
<br />CALIFORNIA 5TRAH WORKS,
<br />PH: (916) 453-1456, OR
<br />I ' X 1 ' STAKE AT AN APPROVED EQUAL.
<br />4' 0. C., TYP.
<br />EXISTING =_
<br />717 7777�
<br />/7717
<br />SET MATTLE IN T laa,04
<br />SECT I ON
<br />NOTE
<br />SHALL BE MADE AS NECESSARY AND SEDIMENT
<br />SHALL BE WMOVED
<br />WHEN IT
<br />HAS ACCUMULATED TO A
<br />DEPTH OF 4 INCHES.
<br />WATTLES SHALL
<br />BE REPLACED
<br />MHEN THEY HAVE BEEN
<br />DAMAGED, COLLAPSED
<br />OR DECOMPOSE??.
<br />PER LINEAR FOOT AT 20 PERLEIT
<br />STRAIN
<br />WATTLE
<br />VE7A
<br />I L
<br />NO SCALE
<br />PLACEMENT AT OPEN
<br />PLACEMENT AT STD. r-OY'1
<br />THROAT DROP INLETS DRO' INLETS A
<br />AND PARKING LOTS
<br />FACE OF GlRB INLET FILTER FACE OF CURB INLET FILTER
<br />6RA7E 6RATE
<br />A A BB PLAN A
<br />r
<br />i PLL LLLL L L LLLL L
<br />I
<br />=LL L FILTER L LLLL L
<br />LLLLLLLLL MATERIAL LLLLLLLL
<br />I LLLLLLLL LLLLLLLL 2" X 2 WOOD FILTER FABRIC
<br />LLLLLLLL TO OVERLAP LLLLLLLL POST OR STEEL
<br />EXI5TIN6 OPEN I LLLLLLLL DWO INLET LLLLLLLL
<br />BACK HELL) I 4L�LLLLL L L LLLL L FORM STAKE
<br />12LLLLL BY 1' MIN. LLL
<br />L LLLLLLLLLLL L L LLLL CCCCCCL
<br />M1W OR
<br />TIE WRAP
<br />(TYPICAL) 2
<br />VERTICAL EXTENSION COMPACTEDSOIL f
<br />OF 6RATE TO EXTEND INSTALL 6RAVEL BA65 AS REWIRE? 4' ABOVE 6ROUND
<br />PAST EACH SIDE OF TO SLOW THE 6UTT67 FLOM PRIOR TO
<br />CURB OPElIN6 THE CATCH 5451N, TYP. ALL ARaW. MOZI
<br />FLAN V I BN PLAN V I EN
<br />FILTER GRATE 77
<br />EXISTING OPENEXTBJSION FILTER GRATE FILTER
<br />BACK hkXJD ^ HIRE FILTERTIE WAP CURBMATERIAL ry
<br />TE
<br />6RA
<br />d`
<br />d ,
<br />FILTER MATERIAL EXISTING DROPINLET &RATE
<br />SECTION "A -A"
<br />EXI5TIN6 DROPIi `I MIRE OR
<br />INLET ORATE TIE MRAP
<br />SECTION "B -B"
<br />NOTE5
<br />THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2
<br />2. THE FILTER PAD SHALL BE 1 INCH THICK GLEANABLE POLYESTER FIBER AND ACRYLIC LATEX RESIN OR
<br />APPROVED E,MUAL. THE FILTER PAD SHALL OVERLAP DROP INLET ON ALL SIDES BY A MINIMUM OF I INCH.
<br />3. THE FILTER 6RATE SHALL BE MADE OF EXPANDED METAL OF REBAR AND BE OF SUFFICIENT STRENGTH TO
<br />PREVENT BENDING WHEN DRIVEN OVER. 6RATE MATERIAL 54ALL NOT EXCEED 0.5' THICK. THE 6RATE SHALL
<br />HAVE A MINIMUM 60% OPEN AREA. 6RATE75 USED AT TYPE B AND E INLETS SHALL HAVE A VERTICAL
<br />EXTENSION TO COVER THE CURB OPENING. THE FILTER 6RATE SHALL BE THE SAME SIZE A5 THE DROP INLET
<br />6RATE.
<br />4. 77-E FILTER PAD AND 6RATE SHALL BE SECURELY ATTACHED TO THE DROP INLET BY WIRE OR TIE -WRAPS.
<br />5. INLET FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. REPAIRS AND 5EDIM NT AND
<br />DEBRIS REMOVAL SHALL BE MADE AS NECESSARY.
<br />STORM ORA IN
<br />INLET POI LTER
<br />NO SCALE
<br />2' X 2' STAKE OR
<br />#4 J -BAR DRIVEN I'
<br />BELOW TOP OF BALE
<br />NYLON OR WIRE
<br />BINDIN65
<br />61 U �I
<br />GROUNDD L ✓
<br />OR HAY BALE
<br />COMPACTED 501L
<br />2
<br />FLOW _
<br />7 SET BALE IN TR 3"
<br />SECTION A -A
<br />NOTES
<br />FLOW
<br />2 STAKES PER BALE
<br />ANGLE FIRST STAKE
<br />TOWARDS PREVIOUSLY
<br />LAID BALE, TYP.
<br />- PLACE BALE T16HTLY \-4" TRENCH
<br />T06ETHER WITH NO
<br />6AP5
<br />FRONT VIE N
<br />A •
<br />a: ♦ *�4 y: • M
<br />BALE ROWS SHALL BE EXTENDED
<br />ACROSS 5TOR1M RUNOFF PATH
<br />STRAW BALE ALIGNMENT
<br />i. PLACE BALES IN 4 INCH DEEP TRENCH ALONG THE CONTOUR OF THE SLOPE IN THE SHAPE OF AN ARG WITH
<br />THE ENDS UPHILL OF THE ARC'5 CENTER. BALES SHALL BE PLACED 50 THAT BINDIN65 ARE HORIZONTAL.
<br />2. BALES SHALL BE ANCHORED BY TWO 2"X 2" STAKES OR #4 J -BAR DRIVEN THROU6H THE BALE AND IN TO THE
<br />6ROUND A MINIMUM DEPTH OF 18 INGHE5. STAKES OR J-BAR5 SHALL BE DRIVEN I INCH OR MORE BELOW THE
<br />TOP OF THE BALE. THE FIRST STAKE OR J -BAR IN EACH BALE SHALL BE DRIVEN AT AN ANGLE TOMARD5 THE
<br />PREVI0U5LY LAID BALE TO FORGE THE BALE -5 TI64TLY ABUTTED T06ETHER.
<br />3. AFTER BALE -5 ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED A6AIN5T THE UPHILL SIDE TO
<br />A MINIMUM HE16HT OF 4 INCHES.
<br />4. CONTRACTOR SHALL INSPECT BALE -5 WEEKLY AND AFTER EACH RAINFALL. REPAIRS SHALL BE MADE AS
<br />NECESSARY AND SEDIMENT SHALL SE REMOVED WHEN IT HAS ACCUMULATED TO A DEPTH OF 6 INCHES. BALES
<br />SHALL BE REPLACED WHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED.
<br />SILT FENCE
<br />STRAIN SALE SWARRI ER
<br />NO SCALE
<br />MIN.
<br />SECT I ON A -A
<br />NOTE5
<br />=" ' =•BRIG
<br />FRONT VIEW
<br />v
<br />L
<br />1.
<br />FILTER BARRIER SHALL BE
<br />CONSTRUCTED LONG ENOU6H TO EXTEND ACROSS THE EXPECTED FLOM PATH AND AS APPROVED BY THE
<br />Lin
<br />ADMINISTRATOR.
<br />2.
<br />FILTER FABRIC SHALL BE PROPYLENE,
<br />NYLON, POLYESTER OR ETHYLENE YARN WITH A MINIMUM TENSILE STRENGTH OF 50 LBS.
<br />PER LINEAR FOOT AT 20 PERLEIT
<br />MAXIMUM ELONGATION AND CGNTAININ6 ULTRAVIOLET INHIBITORS. FILTER FABRIC SHALL
<br />RETAIN A MINIMUM OF 85%
<br />OF THE SOIL, BY WE16HT, BASED ON SIEVE ANALYSIS, BUT IS NOT FINER THAN AN EQUIVALENT
<br />�°m'o
<br />OPENIN6 SIZE OF 70.
<br />3.
<br />SUPPORT POSTS SHALL BE A
<br />MINIMUM 30 INCHES LON6 2" x 2' WOOD POSTS OR STEEL FORM STAKES DRIVEN A MINIMUM OF 12
<br />z
<br />INCHES INTO THE 6ROUN9.
<br />P05TS SHALL BE SPACED A MAXIMUM 6 FEET APART.
<br />4.
<br />A 4 INCH FABRIC TRENCH SHALL
<br />BE EXCAVATED ALONG THE UPHILL SIDE OF FILTER BARRIER POSTS. THE BOTTOM ED6E OF THE
<br />FABRIC SHALL EXTEND TO
<br />AND ACROSS THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK FILLED TO 4 INCHES
<br />0
<br />ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE THE BOTTOM OF THE FILTER FABRIC.
<br />5.
<br />CONTRACTOR SHALL MAKE INSPECTIONS MEEKLY DURING THE MET SEASON, MONTHLY DURING THE DRY SEASON AND IMMEDIATELY
<br />AFTER EACH RAINFALL TO
<br />DETEle4INE IF REPAIRS AND SEDIMENT REMOVAL IS REWIRED. SEDIMENT SHALL BE REMOVED
<br />Z
<br />BEFORE IT HAS RFAGHED ONE THIRD THE HE16HT OF THE FILTER FABRIC.
<br />�� n
<br />�/�
<br />V) I
<br />t4
<br />RECORD DAV,/ i
<br />%
<br />N 0 Ln
<br />�
<br />SILT FENCE 'J
<br />0 o
<br />A
<br />Z
<br />F I L TER Sop/An I ER 3?%i/z,00s --- --
<br />O
<br />LIA
<br />iAZ
<br />p°.e
<br />7
<br />x
<br />NO SCALE Any P+_.rs n tJs�ng irr> 1,3.tiinn Sf,a4d Aero'(
<br />z°QQ
<br />All kif(�rmation By inspecting The ",te C` N rk
<br />PLAN VIE N
<br />Ca6TRXTION SITE EXI5TIN6 PAVEMENT
<br />50' MIN.
<br />EXISTING 6ROUND 3 TO 6 INCH MAX.
<br />A66iEWE BASE
<br />H
<br />r
<br />m
<br />z
<br />a
<br />u
<br />V)
<br />W
<br />W
<br />Q
<br />0
<br />z
<br />0
<br />an
<br />6E07EXTILE MATERIAL) ryLOW^
<br />5EGT I ON A -A RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />NOTE5 ESS, 'Y
<br />1. STABILIZED CONSTRUCTION SITE AGGESS SHALL BE CONSTRUCTED OF 3" TO 6" MAX. A66RE6ATE y�
<br />BASE MATERIAL CONFORMIN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A 7c
<br />MINIMUM THICKNESS OF 120. THE METHOD OF PLACING, SPREADING AND COMPACTING A66RE6ATE a! No. 6161
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. Exp.6-30-07
<br />>F �
<br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEET SJ CIVL
<br />OR 6REATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND E60;E55. PROVIDE AMPLE M�QFCgLI
<br />TURNIN6 RADII.
<br />3. THE ENTRANCE SHALL BE KEPT IN 6009 CONDITION BY OCCASIONAL TOP DRESSING MITH A66RE6ATE DRAWN BY: KEVIN
<br />BASE MATERIAL. DATE: AU6. 16, 2006
<br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY U5A&E, MONTHLY DURING NORMAL SCALE: NOTED
<br />USA6E, AND AFI?=R EACH RAINFALL, MIT'H MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DRESSING SHALL SE DONE AS NEEDED. DWc:246LERO5IGN
<br />CHECKED: R. D. C.
<br />STAB I L I ZED CONSTRUCTION JOB a 296E -Gab
<br />SITE AGSHEET
<br />G�SS
<br />NO SCALE
<br />OF
<br />Lin
<br />WZC
<br />_c00C
<br />C
<br />M
<br />lrl
<br />Lu
<br />3.
<br />W
<br />C7
<br />Cl
<br />�°m'o
<br />2
<br />z
<br />lA
<br />w
<br />O
<br />V
<br />0
<br />z6CD
<br />O
<br />W
<br />L- M
<br />p M
<br />Z
<br />C
<br />�� n
<br />�/�
<br />V) I
<br />t4
<br />�7
<br />%
<br />N 0 Ln
<br />�
<br />0 o
<br />A
<br />Z
<br />O
<br />LIA
<br />iAZ
<br />W
<br />7
<br />x
<br />z°QQ
<br />a
<br />6E07EXTILE MATERIAL) ryLOW^
<br />5EGT I ON A -A RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />NOTE5 ESS, 'Y
<br />1. STABILIZED CONSTRUCTION SITE AGGESS SHALL BE CONSTRUCTED OF 3" TO 6" MAX. A66RE6ATE y�
<br />BASE MATERIAL CONFORMIN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A 7c
<br />MINIMUM THICKNESS OF 120. THE METHOD OF PLACING, SPREADING AND COMPACTING A66RE6ATE a! No. 6161
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. Exp.6-30-07
<br />>F �
<br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEET SJ CIVL
<br />OR 6REATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND E60;E55. PROVIDE AMPLE M�QFCgLI
<br />TURNIN6 RADII.
<br />3. THE ENTRANCE SHALL BE KEPT IN 6009 CONDITION BY OCCASIONAL TOP DRESSING MITH A66RE6ATE DRAWN BY: KEVIN
<br />BASE MATERIAL. DATE: AU6. 16, 2006
<br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY U5A&E, MONTHLY DURING NORMAL SCALE: NOTED
<br />USA6E, AND AFI?=R EACH RAINFALL, MIT'H MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DRESSING SHALL SE DONE AS NEEDED. DWc:246LERO5IGN
<br />CHECKED: R. D. C.
<br />STAB I L I ZED CONSTRUCTION JOB a 296E -Gab
<br />SITE AGSHEET
<br />G�SS
<br />NO SCALE
<br />OF
<br />LL
<br />A
<br />lA
<br />H
<br />r
<br />O
<br />�
<br />V
<br />O
<br />�
<br />Q
<br />A
<br />Z
<br />R
<br />O
<br />LIA
<br />iAZ
<br />z°QQ
<br />nOI
<br />�
<br />Z
<br />','r1
<br />O
<br />6E07EXTILE MATERIAL) ryLOW^
<br />5EGT I ON A -A RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />NOTE5 ESS, 'Y
<br />1. STABILIZED CONSTRUCTION SITE AGGESS SHALL BE CONSTRUCTED OF 3" TO 6" MAX. A66RE6ATE y�
<br />BASE MATERIAL CONFORMIN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A 7c
<br />MINIMUM THICKNESS OF 120. THE METHOD OF PLACING, SPREADING AND COMPACTING A66RE6ATE a! No. 6161
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS. Exp.6-30-07
<br />>F �
<br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEET SJ CIVL
<br />OR 6REATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS AND E60;E55. PROVIDE AMPLE M�QFCgLI
<br />TURNIN6 RADII.
<br />3. THE ENTRANCE SHALL BE KEPT IN 6009 CONDITION BY OCCASIONAL TOP DRESSING MITH A66RE6ATE DRAWN BY: KEVIN
<br />BASE MATERIAL. DATE: AU6. 16, 2006
<br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY U5A&E, MONTHLY DURING NORMAL SCALE: NOTED
<br />USA6E, AND AFI?=R EACH RAINFALL, MIT'H MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DRESSING SHALL SE DONE AS NEEDED. DWc:246LERO5IGN
<br />CHECKED: R. D. C.
<br />STAB I L I ZED CONSTRUCTION JOB a 296E -Gab
<br />SITE AGSHEET
<br />G�SS
<br />NO SCALE
<br />OF
<br />
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