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RAM
<br />MINIMUM OF TW DRIVE 5TAKE5
<br />2' x 2' STAKES TCHAFmS CATCH
<br />OR +r4 J -BAR, M. BASIN, TYP.
<br />EACH BALE
<br />CATCH BASINS
<br />IA
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<br />BASE MATERIAL.
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<br />4. ACCESSES SHALL BE IN5PECTED PffKLY DURING PERIODS OF HEAVY USA6E, MONTHLr DURIN6 NORMAL
<br />LD M
<br />F- Q M
<br />N v\
<br />F-
<br />A
<br />0 0 PLACE BALES
<br />STRAW BALE, TYP. * TI6MLY TQSETH67
<br />1
<br />FLOM
<br />PLAN VIEW
<br />NYLON OR HIRE
<br />STRAW OR HAY -
<br />BALE, TYR
<br />PLACE
<br />501L
<br />SECTION A -A
<br />STAKE OR J -BAR (TYP.)
<br />1 ' BELOP SURFACE
<br />-p\7, -
<br />z
<br />2
<br />SET BALE IN 4'
<br />DEEP TRENCH
<br />NOTES
<br />I . BALES SHALL BE PLACED T16HTLY ABUTTED T06ETHER IN A TRENCH
<br />EXCAVATED A MINIMUM OF 4 INICHE5 BELON THE INLET. BALES SHALL
<br />BE PLACED 50 THAT BINDIN66 ARE HORIZONTAL.
<br />2. EACH BALE 5HAL.L BE ANCHORED BY A MINIMUM OF 77NO 2' x 2'
<br />57AKE5 OR THD #4 J-BAR5 DRIVEN THROU604 TIE BALES AND INTO TIME
<br />6ROUND A MINIMUM DEPTH OF 16". TOPS OF 5TAKE5 OR J-BAR5 SHALL
<br />BE COUNTERSUNK A MINIMUM OF I" BELON THE TOP OF THE BALE.
<br />3. OUTER PEPIW7BR OF THE BALES SHALL BE BACK FILLED AND COMPACTED
<br />TO A DEPTH OF APPROXIMATELY 4 INCHES HITH EXCAVATED MATERIAL.
<br />4. CONTRACTOR SHALL INSPECT BALES M5EKLY AND AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIR OR SEDIMENT RE9MOVAL 15 REQUIRED. 5EDIM3NT
<br />SHALL BE R131OVW MEW IT HAS BUILT UP TO A DEPTH OF APPROXIMATELY
<br />b'. BALES SHALL BE REPLACED HHEN THEY HAVE BEEN DAMA6ED,
<br />COLLAPSED OR DECOMPOSED.
<br />STRAW BALE
<br />I NLE'i PI LTBR
<br />NO SCALE
<br />FLOW
<br />i A
<br />PLAN
<br />2" x 2' MOOD
<br />POST OR STEEL_
<br />FORM STAKE
<br />Z
<br />FILTER FABRIC
<br />COMPACTED SOIL
<br />4' ABOVE 6ROUND
<br />FLOE
<br />v
<br />MIN.
<br />SECTION A -A
<br />A
<br />�•, 'a' 'BRIG
<br />FRONT VIEW
<br />NOTES
<br />I. FIL7ER BARRIER SHALL BE C4066TRUCTED LONG ENOUGH TO EXTEND ACROSS
<br />THE EXPECTED FLOW PATH AND AS APPROVED BY THE ADMINISTRATOR.
<br />2. FILTER FABRIC SHALL BE PROPYLEW, NYLON, POLYE57ER OR ETHYLENE YARN
<br />WITH A MINIMUM TENSILE 57RBN6TH OF 50 LBS. PER LINEAR FOOT AT 20
<br />PERGBNT MAXIMUM ELONGATION AND CONTAINING ULTRAVIOLET INHIBITORS.
<br />FILTER FABRIC SHALL RETAIN A MINIMUM OF 05% OF THE SOIL, BY hEI6HT,
<br />BASED ON 5IEVE ANALY515, BUT IS NOT FINER THAN AN EQUIVALENT OPENING
<br />SIZE OF 70.
<br />3. SUPPORT P05TS SHALL BE A MINIMUM 30 INCHES LONE 2' x 2' H00D POSTS
<br />OR STEEL FORM STAKE5 DRIVEN A MINIMUM OF 12 INGNE5 INTO THE 6ROUND.
<br />P05T5 SHALL BE SPACED A MAXIMUM b FnZ-T APART.
<br />4. A 4 INCH FABRIC TRENCH SHALL BE EXCAVATED ALON6 THE UPHILL SIDE OF
<br />FILTER BARRIER POSTS. THE BOTTOM ELISE OF THE FABRIC SHALL EXTEND
<br />TO AND ACROSS THE BOTTOM OF THE TRENCH. THE THZENC.H SHALL BE BACK
<br />FILLED TO 4 INC.H'ES ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE
<br />77 -IE BOTTOM OF 7T -B FILTH FABRIC.
<br />5. CONTRACTOR SHALL MAKE IN5FEGTI0NS MEEKLY DURINr7 THE WET SEASON,
<br />MONTHLY LDURIN5 THE DRY SEASON AND IMMEDIATELY AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL 15 REQUIRED. SEDIMENT
<br />SHALL BE REMOVED BEFORE IT HAS REAGHIED ONE THIRD THE HiE16HT OF
<br />THE FILTER FABRIC.
<br />SILT FENCE
<br />�I LTER BARRIER
<br />NIO SCALE
<br />2' X 2' STAKE OR -
<br />+4 J -BAR DRIVEN 1 '
<br />BSON TOP OF BALE
<br />NYLON OR HIRE
<br />BINPIN55
<br />EXISTIN6�
<br />6ROLf 7
<br />OR HAY BALE
<br />60WAGTH7 SOIL
<br />z
<br />w L FLp'1
<br />III;I/Tii,`..��. ��"' •\
<br />2 STAKES PER BALE
<br />ANGLE FIRST STAKE
<br />TOMARP5 PREVIOUSLY
<br />LAID BALE, TYP.
<br />IN".10-5;
<br />mmmm%I
<br />- PLACE BALE TI&MY 4, TRBXM
<br />T06ENH6R HITH NO
<br />6AP5
<br />FRONT VIEW
<br />STRAW BALE ALIGNMENT
<br />NOTES
<br />i. PLACE BALES IN 4 INCH DEEP TRENCH ALONG THE CONTOUR OF THE SLOPE
<br />IN THE SHAPE OF AN ARG HATH 71-E END5 UPHILL OF THE ARC'S CENTER.
<br />BALE -5 SHALL BE PLACED 50 THAT BINPINl65 ARE HORIZONTAL.
<br />2. BALES SHALL BE ANGFIOIRFD BY THO 2"X 2" STAKES OR *4 J -BAR DRIVEN
<br />THROUGH THE BALE AND IN TO THE 6ROUND A MINIMUM DEPTH OF 16 INCHES.
<br />STAKES OR J -BARS SHALL BE DRIVEN I INCH OR MORE BELOW THE TOP OF
<br />THE BALE. THE FIRST STAKE OR J -BAR IN EACH BALE SHALL BE DRIVEN
<br />AT AN ANGLE TOWARDS THE PREVIOUSLY LAID BALE TO FORCE THE BALES
<br />T16HTLY ABUTTED T06ETHER.
<br />3. AFTER BALES ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED
<br />A6AIN5T THIS UPHILL 51DE TO A MINIMUM HEI6HT OF 4 INC -HE -S.
<br />4. CONTRACTOR SHALL INSPECT BALES MEEKLY AND AFTER EACH RAINFALL. REPAIRS
<br />SHALL BE MADE AS NE 9 ARY AND SEDIMENT SHALL BE REMOVED WHEN IT
<br />HAS ACCUMULATED TO A DEPTH OF 6 INCHES. BALES SHALL BE REPLACED
<br />WHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED.
<br />5IL T FENCE
<br />STRAIN BALE BARD I ER
<br />NO SCALE
<br />I' X I' STAKE
<br />4' 0. C., TYP.
<br />ISTIW
<br />IX6ROXN17
<br />5TRAN WATTLE, AS PER
<br />CALIr01TUA 57RAH MOWS,
<br />PH: (91b) 453-1456, OR
<br />AN A99WVEV RVAL.
<br />SET MATTLE 7N TRHIFM J
<br />SECTION
<br />R
<br />1. STRAN WATTLES HAY BE USED IN PLACE OF SILT FENCE.
<br />2. CONTRACTOR SHALL INSPECT TATTLES WEEKLY AND AFTER EACH RAINFALL. REPAIRS
<br />SHALL BE MADE AS NECCE55ARr AND SEDIMENT SHALL BE REMOVED WH+ON IT
<br />HAS ACCUMULATED TO A DEPTH OF 4 INCiES. HA77LE5 SHALL BE REPLACED
<br />WHEN THEY HAVE BEEN DAMA6EV, COLLAPSED OR DEC�.
<br />STRAW WATTLE DETA I L
<br />A
<br />Z
<br />2
<br />NO SCALE
<br />a� 0.12' DIA
<br />STEEL WIRE
<br />STAPLE DETA I L
<br />5TAPLES (2 PER BALE)
<br />T PLASTIC LINER-
<br />�-F -�
<br />SECTION A -A
<br />15' MIN.
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<br />o .10
<br />a
<br />HOOP OR METAL
<br />STAKES (2 PER
<br />BALE)
<br />STRAM BALES
<br />(2 BALES HIGH
<br />MAX.)
<br />EXIST. 6ROUNLD
<br />N
<br />-STRAW BALES
<br />MOOD OR KETAL
<br />STAKES
<br />A
<br />� 6RAVEL-FILLED
<br />EIA65 1N 6OWfW5
<br />PLAN
<br />WASHOUT DETA I
<br />NO SCALE
<br />PLACEMENT AT OPEN
<br />PLACEMENT AT 5TD.
<br />INLET 6RATE
<br />m
<br />THROAT DROP INLET5
<br />DROP INLETS
<br />kon
<br />AND PARKIN6 LOTS
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<br />UJm ^
<br />FACE OF GARB IN -FF FILTER FACE
<br />INLET FILTER
<br />OF Ctm"LLLLLLL'L
<br />MINIMUM THICKNE55 OF 12". THE METHOD OF PLAGIN6, SPREADIN6 AND CONIPAGTIN6 A66RE6A7E
<br />GRATE
<br />GRATE
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<br />TURNI N6 RADII.
<br />A
<br />BB
<br />W0_
<br />BASE MATERIAL.
<br />cD
<br />O
<br />W
<br />ZI.
<br />4. ACCESSES SHALL BE IN5PECTED PffKLY DURING PERIODS OF HEAVY USA6E, MONTHLr DURIN6 NORMAL
<br />LD M
<br />F- Q M
<br />N v\
<br />F-
<br />DWG,
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<br />V)
<br />TOB # 296A-04
<br />STABIL 1 ZED CONSTRUCT I ON
<br />0o
<br />SITE ACCESS
<br />Z
<br />NNO SCALE
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<br />Q
<br />W
<br />7
<br />I
<br />Ll LLLL L
<br />0 -
<br />LLLLL L
<br />FILTER
<br />LLLLLLLL
<br />MATETRIAL
<br />LLLLLLLL.1O
<br />LLLLLLLL
<br />OVIP
<br />Z
<br />EXISTING OPEN
<br />LLLLLLLL
<br />DROP INLET
<br />JL
<br />BACK HO17D
<br />LLLL L -
<br />LLLLL
<br />8Y 1' MIN.
<br />O
<br />LLLLLL
<br />L
<br />O_
<br />U
<br />HHE
<br />TIE WRAP
<br />(TYPIGALI
<br />VERTICAL EX70613N
<br />OF 6RA7E TO EXTEW INSTALL 6RAVEL BA66
<br />AS IZEtll/IIZ®
<br />F
<br />PAST EACH SIDE OF TO 5LOV 7HE 6UTTER FLOV PRIOR TO
<br />COO OPENINS THE CATCH BASIN, 7YP.
<br />ALL AW".
<br />PLAN VIEW
<br />PLAN VIEW
<br />Liz
<br />FILTER 6RA7E
<br />EXTH�i1CN
<br />EXI5TIN6 OPEN FILTH
<br />BOOK HOOPHIRE CR TIE YIRAP
<br />� FILTER GRATE CUR5
<br />FILTER MATERIAL EXISTING DRO'
<br />INFF 6RATE
<br />SECTION "A -A"
<br />`IL7ER
<br />IATERIAL
<br />EXISTIN6 DROP J
<br />L HIRE: OR
<br />INLET 6RATE
<br />TIE WRAP
<br />SECTION
<br />"B -B"
<br />NOTES
<br />I. THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES.
<br />2. THE FILTER PAD SHALL BE 1 INCH THICK GLEANABLE POLYE57ER FIBER AND
<br />ACRYLIC LATEX RESIN OR APPROVED EQUAL. 71-E FILTER PAD SHALL OVERLAP
<br />DROP INLET ON ALL SIDE-' BY A MINIMUM OF I INCH.
<br />3. THE FILTER 6RATE SHALL BE MADE OF EXPANDED METAL OF REAR AND BE OF
<br />SUFFIGIEW 5TREN6TH TO PREVENT BENVINI6 hPEN DRIVEN OVER. GRATE MATERIAL
<br />SHALL NOT EXCEED 0.5' THICK. THE 6RATE SHALL HAVE A MINIMUM 60 S OPEN
<br />AREA. 6RA7E5 USED AT TYPE B AND E INLETS SHALL HAVE A VERTICAL EX7ENSION
<br />TO COVER THE CURB OPENIN6. THE FILTER 6RATE SHALL BE TME 5AME 512E
<br />AS THE DROP INLET GRATE.
<br />4. THE FILTER PAD AND GRATE SHALL BE SECURELY ATTACHED TO THE DROP INLET
<br />BY WIRE OR TIE -WRAPS.
<br />5. INLET FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.
<br />REPAIRS, AND 5EDIFIENT AND DEBRIS REMOVAL SHALL BE MADE A5 MECE55ARr.
<br />6. INLET FILTB;6 SHALL BE OF THE FEA 6RAVEL BA6 AND FILTER CLOTH VARIETY.
<br />STORM DRAIN F 1 E V 0 i i D D r- l N G
<br />"a tP {
<br />CGrre-tr )r1S P ' --
<br />I NLET F�I LTER No G',anges
<br />NO SCALE Date, -
<br />Any t er�un l� ir7. S Oj ,v iq t1 ulld verify
<br />P1, [lkrrrnx. orr Py �.,:;tu 3 Thr, -0' Of Work
<br />EXISTINlS 6(d71M7� -
<br />6E07EXFILE MATERIAL
<br />50' MIN.
<br />3 TO b DIA. INCH MAX. -
<br />A66RE6ATE BASE
<br />CONSTRUCTION SITE EXISTIN5 PAVEMENT
<br />R
<br />75
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />SECTION A -A
<br />V
<br />�'
<br />00
<br />M
<br />W
<br />Zc
<br />kon
<br />c�
<br />� No.61619 A
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<br />UJm ^
<br />BASE MATERIAL CONFORMINN6 TO CITY OR COUNTr STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />Va�d°o
<br />MINIMUM THICKNE55 OF 12". THE METHOD OF PLAGIN6, SPREADIN6 AND CONIPAGTIN6 A66RE6A7E
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE 5FEGIFIGATIONS.
<br />`S7' CIVIL
<br />q�OF CAL1FOCi
<br />c
<br />.�
<br />>. z X
<br />-i
<br />U
<br />TURNI N6 RADII.
<br />..
<br />3. TME ENTRANCE SHALL BE KEPT IN 600D CONDITION BY OCCASIONAL TOP DRE557NNG WITH A66RE6ATE
<br />W0_
<br />BASE MATERIAL.
<br />cD
<br />O
<br />W
<br />ZI.
<br />4. ACCESSES SHALL BE IN5PECTED PffKLY DURING PERIODS OF HEAVY USA6E, MONTHLr DURIN6 NORMAL
<br />LD M
<br />F- Q M
<br />N v\
<br />U5A6E, AND AFTER EACH RAINFALL, WITH MAINTBNAMCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DWG,
<br />_
<br />0 Q
<br />V)
<br />TOB # 296A-04
<br />STABIL 1 ZED CONSTRUCT I ON
<br />0o
<br />SITE ACCESS
<br />Z
<br />NNO SCALE
<br />c
<br />Q
<br />W
<br />7
<br />0 -
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />SECTION A -A
<br />DESS/ y,
<br />CoQµ
<br />NOTES��`��
<br />m
<br />c�
<br />� No.61619 A
<br />1. STABILIZED CONSTRUCTION 517E ACCESS SHALL BE CONSTRUGTEV OF 3" TO b" MAX. A66RE6ATE
<br />Exp.6-30-07
<br />BASE MATERIAL CONFORMINN6 TO CITY OR COUNTr STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />MINIMUM THICKNE55 OF 12". THE METHOD OF PLAGIN6, SPREADIN6 AND CONIPAGTIN6 A66RE6A7E
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE 5FEGIFIGATIONS.
<br />`S7' CIVIL
<br />q�OF CAL1FOCi
<br />2. LBN67H1 OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SHALL BE A MIN. OF 15 FEET
<br />OR 6REATER IF NECESSARY TO COVER ALL VEHICULAR IN6RE55 AND E6RES5. PROVIDE AMPLE
<br />TURNI N6 RADII.
<br />DRAWN BY: KEVIN
<br />3. TME ENTRANCE SHALL BE KEPT IN 600D CONDITION BY OCCASIONAL TOP DRE557NNG WITH A66RE6ATE
<br />DATE: AUb. 14, 2009
<br />BASE MATERIAL.
<br />°=50'
<br />SCALE:
<br />4. ACCESSES SHALL BE IN5PECTED PffKLY DURING PERIODS OF HEAVY USA6E, MONTHLr DURIN6 NORMAL
<br />2966-ER05
<br />U5A6E, AND AFTER EACH RAINFALL, WITH MAINTBNAMCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DWG,
<br />DRE-551NN6 SHALL- BE LINE AS NIEDDED.
<br />CHECKED: R.D.G.
<br />TOB # 296A-04
<br />STABIL 1 ZED CONSTRUCT I ON
<br />SHEET��
<br />SITE ACCESS
<br />NNO SCALE
<br />OF /�
<br />
|