|
MINIMUM OF THO
<br />2' x 2" 5TAKE5
<br />OR #4 J -BAR, TYP.
<br />EACH BALE
<br />CATCH BASIN--,
<br />IA
<br />FLOW
<br />I
<br />DRIVE STAKES
<br />TOWARD5 CATCH
<br />BASIN, TYP.
<br />O
<br />LLLLLL
<br />LLLLLL
<br />O
<br />in
<br />n
<br />A
<br />LLLLLL
<br />DROP INLET5
<br />THROAT DROP INLET5
<br />LLLLLL
<br />IN THE SHAPE OF AN ARC WITH THE ENDS UPHILL OF THS ARC'S C INTER.
<br />AND PARKINS LOTS
<br />LLLLLL
<br />QA® IWET FILTER
<br />6RATE
<br />LLLLLL
<br />A
<br />(v,
<br />LLLLLL
<br />B
<br />LLLLLL
<br />B
<br />LLLLLL
<br />r
<br />W
<br />AT AN ANGLE TOWARDS THE PREVIOUSLY LAID BALE TO FORGE T7£ BALES
<br />on
<br />LLLLLL
<br />TI6HTLY ABUTTED TLISETHEi'.
<br />3.
<br />AFTER BALES ARE STAKED IN PLACE, F-XC.AVATEDSOIL 51 -ALL BE BACKFILLED
<br />O O
<br />STRAW BALE, TYP. PLACE BALES
<br />TI6HTLY Tri
<br />1
<br />FLOW
<br />FLAN V I ElN
<br />NYLON OR WIRE BINDI
<br />5TRAW OR HAY
<br />BALE, 7YP.
<br />. e'f
<br />5TAKE OR J -BAR (TYP.)
<br />1' BELOM SURFACE
<br />\% 'PRPP-
<br />INLET Z
<br />PLACE COMPACTED
<br />501E SET BALE IN 4"
<br />DEEP 77,ENCH
<br />SECT I ON A -A
<br />NOTES
<br />1. BALE5 SHALL BE PLACED TIGHTLY ABUTTED T06ETHER IN A TRENCH
<br />EXCAVATED A MINIMUM OF 4 INCHES 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 />5TAKE5 OR TWO #4 J -BARS DRIVEN THROUGH THE BALES AND INTO THE
<br />6ROUND A MINIMUM DEPTH OF 18'. TOP5 OF STAKES OR J -BARS SHALL
<br />BE COUNTERSUNK A MINIMUM OF 1" BELOW THE TOP OF THE BALE.
<br />3. OUTER PERIMETER OF TFE BALES SHALL BE BACK FILLED AND COMPACTED
<br />TO A DEPTH OF APPROXIMATELY 4 INGHE5 WITH EXCAVATED MATERIAL.
<br />4. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIR OR 5EDIMENT REMOVAL IS REQUIRED. SEDIMENT
<br />SHALL BE REMOVED WEN IT HAS BUILT UP TO A DEPTH OF APPROXIMATELY
<br />6". BALE5 SHALL BE REPLACED WHEN THEY HAVE BEEN DAMA6ED,
<br />COLLAPSED OR DECOMP05ED.
<br />STRAW BALE
<br />I NLET P I L TER
<br />NO SCALE
<br />2' X 2' STAKE OR -
<br />*4 _-W ARIVEN I'
<br />BERN TOP OF BATF
<br />NYLON OR MIRE -�
<br />BINDINSS
<br />m2w 1
<br />r a::s`:fry
<br />C4HPAC7ED SOIL
<br />2
<br />� ' RAH
<br />2 STAKE PER BALE
<br />ANGLE FIRST STAKE
<br />TOWARDS PREYICU51_Y
<br />LAID BALE, TYP.
<br />a
<br />J
<br />FILTER MATERIAL EXISTING DROP
<br />INLET &RATE
<br />SECTION "A -A"
<br />EXISTING DROP) WIRE OR
<br />INET 6R4TE TIE MRAP
<br />SECTION "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 I INCH THICK CLEANABLE POLYESTER FIBER AND
<br />ACRYLIC LATEX RESIN OR APPROVED EQUAL. THE FILTER PAD SMALL OVERLAP
<br />DROP INLET ON ALL SIDES BY A MINIMUM OF I INCH.
<br />3. THE FILTER GRATE SHALL BE MADE OF EXPANDED METAL OF AESAR AND BE OF
<br />SUFFICIENT STHREMTH TO PREVENT BENDING M -EN DRIVEN OVER. 6RATE MATERIAL
<br />SHALL NOT 045EEP 0.5" THICK. THE 6RATE SMALL HAVE A MINIMUM 60 S OPEN
<br />AREA. 6RATESS USEV AT TYPE B AND E INLETS SHALL HAVE A VERTICAL EXTENSION
<br />TO COVER THE CURB OPENING. THE FILTER 6RATE SHALL BE THE SAME SIZE
<br />AS THE DROP INLET 6RATE.
<br />4. THE FILTER PAD AND 6RATE SHALL BE 5EC4ARELY ATTACHED TO THE DROP INLET
<br />BY WIRE OR TIE-MRAHPS.
<br />S. INLET FILTERS SHALL BE INSPECTED MEEKLY AND AFTER EACH RAINFALL.
<br />REPAIRS AND 5EDIMENT AND DEBRIS 1;060 AL SHALL BE MADE AS NECESSARY.
<br />6. INLET FILTERS SHALL BE OF THE PEA 6RAVE- BA6 AND FILTER CLOTH VARIETY.
<br />57ORM DRAIN
<br />INLET FILTER
<br />NO SCALE
<br />rWig" q � FLACE BALE TMHILY �4' TRENCH
<br />737r
<br />T06ETNBZ NM NO
<br />6AP5
<br />SET BALE IN
<br />FRONT VIEW
<br />SECTION A -A
<br />TRAM MATIL.E, A5 PER
<br />FLOW P Hj CALl ()A46d-4466, OR
<br />1" X 1' STAKE AT AN APPROVE? BQAAL.
<br />A 4' 0. C., TYP.
<br />EXISTIM6
<br />A 6RaW _ ��--
<br />SkE ROSS SHAL BE17CT8OB7 / /\
<br />ALMEOraa 570Fi1 idR�7FF PATH
<br />SET YHTTL.E IN TREJCN
<br />STRAW BALE ALI6NMENT SECTION
<br />PLACEMENT AT STD.
<br />PLACEMENT AT OPEN
<br />in
<br />n
<br />A
<br />1 .
<br />DROP INLET5
<br />THROAT DROP INLET5
<br />SOIL
<br />II
<br />IN THE SHAPE OF AN ARC WITH THE ENDS UPHILL OF THS ARC'S C INTER.
<br />AND PARKINS LOTS
<br />FACE OF CHS IWET FILTER FAcEOF
<br />QA® IWET FILTER
<br />6RATE
<br />WATE
<br />A
<br />(v,
<br />A
<br />B
<br />B
<br />r
<br />W
<br />AT AN ANGLE TOWARDS THE PREVIOUSLY LAID BALE TO FORGE T7£ BALES
<br />on
<br />TI6HTLY ABUTTED TLISETHEi'.
<br />3.
<br />AFTER BALES ARE STAKED IN PLACE, F-XC.AVATEDSOIL 51 -ALL BE BACKFILLED
<br />W
<br />LLLL L
<br />4.
<br />CONTRACTOR SHALL INSPECT BALES MEEKLY AND AFTER EACH RAINFALL. FAIRS
<br />vi
<br />L LLLL L
<br />w
<br />inowCin
<br />rlj
<br />V_0o
<br />HAS ACCUMULATED TO A DEPTH OF 6 INCHES. BALES SHALL BE REPLACED
<br />WHEN THEY HAVE BEEN 2AMA6EE�, Ca LAP'SEP OR DECOMPOSED.
<br />LLLLL L
<br />FILTER
<br />SILT FENCE
<br />L LLLL L
<br />STRAW BALE BARRIER
<br />LLLLLLLL
<br />IMTERIAL
<br />2
<br />LLLLLLLL
<br />a
<br />I
<br />LLLLLLLL
<br />LLLLLLLL
<br />TD OVER -AP
<br />LLLLLLLL
<br />LLLLLLLL
<br />Tl�
<br />LLLL
<br />1IXT�
<br />LLLLLL��LLLL
<br />� MIN.
<br />L
<br />LLLLL L
<br />L LLLLCL
<br />MIRE OR
<br />TIE PfW
<br />(TYPICAL)
<br />VERFICAL EXTHl510N
<br />OF STATE TO EW INSTALL 6RAVE L BA66 A5
<br />REQUIRED
<br />DE OFF TO SLON THE 6UTTER FLOW PRIOR TO
<br />PAST EACH SIDE
<br />GA® OPENING 77-E CATCH BASIN, TYP.
<br />ALL AN2M.
<br />PLAN VIEW
<br />PLAN VIEW
<br />FILTER GRATE
<br />IXIBSION
<br />EXISTING OPEN
<br />R IE
<br />BAQ HOOD HIRE LTE2 GRATE
<br />FILTER 6RATE-\ FILTER
<br />MATERIAL
<br />CUR13 - 1
<br />a
<br />J
<br />FILTER MATERIAL EXISTING DROP
<br />INLET &RATE
<br />SECTION "A -A"
<br />EXISTING DROP) WIRE OR
<br />INET 6R4TE TIE MRAP
<br />SECTION "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 I INCH THICK CLEANABLE POLYESTER FIBER AND
<br />ACRYLIC LATEX RESIN OR APPROVED EQUAL. THE FILTER PAD SMALL OVERLAP
<br />DROP INLET ON ALL SIDES BY A MINIMUM OF I INCH.
<br />3. THE FILTER GRATE SHALL BE MADE OF EXPANDED METAL OF AESAR AND BE OF
<br />SUFFICIENT STHREMTH TO PREVENT BENDING M -EN DRIVEN OVER. 6RATE MATERIAL
<br />SHALL NOT 045EEP 0.5" THICK. THE 6RATE SMALL HAVE A MINIMUM 60 S OPEN
<br />AREA. 6RATESS USEV AT TYPE B AND E INLETS SHALL HAVE A VERTICAL EXTENSION
<br />TO COVER THE CURB OPENING. THE FILTER 6RATE SHALL BE THE SAME SIZE
<br />AS THE DROP INLET 6RATE.
<br />4. THE FILTER PAD AND 6RATE SHALL BE 5EC4ARELY ATTACHED TO THE DROP INLET
<br />BY WIRE OR TIE-MRAHPS.
<br />S. INLET FILTERS SHALL BE INSPECTED MEEKLY AND AFTER EACH RAINFALL.
<br />REPAIRS AND 5EDIMENT AND DEBRIS 1;060 AL SHALL BE MADE AS NECESSARY.
<br />6. INLET FILTERS SHALL BE OF THE PEA 6RAVE- BA6 AND FILTER CLOTH VARIETY.
<br />57ORM DRAIN
<br />INLET FILTER
<br />NO SCALE
<br />rWig" q � FLACE BALE TMHILY �4' TRENCH
<br />737r
<br />T06ETNBZ NM NO
<br />6AP5
<br />SET BALE IN
<br />FRONT VIEW
<br />SECTION A -A
<br />TRAM MATIL.E, A5 PER
<br />FLOW P Hj CALl ()A46d-4466, OR
<br />1" X 1' STAKE AT AN APPROVE? BQAAL.
<br />A 4' 0. C., TYP.
<br />EXISTIM6
<br />A 6RaW _ ��--
<br />SkE ROSS SHAL BE17CT8OB7 / /\
<br />ALMEOraa 570Fi1 idR�7FF PATH
<br />SET YHTTL.E IN TREJCN
<br />STRAW BALE ALI6NMENT SECTION
<br />NOTE
<br />1. STAMM h4TTLE5 MAY BE USED IN PLACE OF SILT PENCE.
<br />2. CONTRACTOR SHALL. INSPECT K4TTLE5 PEEKLY AND AFTER EACH RAINFALL. REPAIRS
<br />SHALL BE MADE AS NECESSARY AND SEDIM3dT SMALL BE REMOVE) M+EN IT
<br />WAS ACCUM "TED TO A DEPTH OF 4 INCHES. WATTLES SHALL BE R15PLACW
<br />MHEJ THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED.
<br />STRAW WATTLE DETA I L
<br />NO SCALE
<br />FLOW
<br />I
<br />PLAN
<br />2' x 2' P400DFILTER FABRIC
<br />POST OR STEEL
<br />FORM STAKE
<br />ZAC`TEVl
<br />V
<br />NOTES
<br />in
<br />n
<br />A
<br />1 .
<br />PLACE BALES IN 4 INCH DEEP TREJ H ALONG THE CONTOUR OF THE SLOPE
<br />C
<br />C
<br />SOIL
<br />II
<br />IN THE SHAPE OF AN ARC WITH THE ENDS UPHILL OF THS ARC'S C INTER.
<br />f0
<br />BALES SHALL BE PLACED 50 THAT BINDINGS ARE HORIZONTAL.
<br />2.
<br />BALES SHALL BE ANr.FrORED BY TMO 2"X 2" STAKES OR X4 J -BAR DRIVEN
<br />(v,
<br />TMOU6H THE BALE AND IN TO TME 61WLW A MINIMUM DEPTH OF 16 INCHES.
<br />STAKES OR J -BARS SMALL BE DRIVEN I INCH OR MORE BELOW THE TOP OF
<br />THE BALE. THE FIRST STAKE OR J -BAR IN EACH BALE SMALL BE DRIVEN
<br />W
<br />AT AN ANGLE TOWARDS THE PREVIOUSLY LAID BALE TO FORGE T7£ BALES
<br />on
<br />TI6HTLY ABUTTED TLISETHEi'.
<br />3.
<br />AFTER BALES ARE STAKED IN PLACE, F-XC.AVATEDSOIL 51 -ALL BE BACKFILLED
<br />W
<br />AGAINST THE UPHILL SIDE TO A MINIMUM HE164T OF 4 INCHES.
<br />4.
<br />CONTRACTOR SHALL INSPECT BALES MEEKLY AND AFTER EACH RAINFALL. FAIRS
<br />vi
<br />SHALL BE MADE AS N55CE55ARY AND SEDIMENT SHALL BE RIEMOVE9 Mil IT
<br />w
<br />inowCin
<br />rlj
<br />V_0o
<br />HAS ACCUMULATED TO A DEPTH OF 6 INCHES. BALES SHALL BE REPLACED
<br />WHEN THEY HAVE BEEN 2AMA6EE�, Ca LAP'SEP OR DECOMPOSED.
<br />SILT FENCE
<br />Z
<br />STRAW BALE BARRIER
<br />NO SCALE
<br />NOTE
<br />1. STAMM h4TTLE5 MAY BE USED IN PLACE OF SILT PENCE.
<br />2. CONTRACTOR SHALL. INSPECT K4TTLE5 PEEKLY AND AFTER EACH RAINFALL. REPAIRS
<br />SHALL BE MADE AS NECESSARY AND SEDIM3dT SMALL BE REMOVE) M+EN IT
<br />WAS ACCUM "TED TO A DEPTH OF 4 INCHES. WATTLES SHALL BE R15PLACW
<br />MHEJ THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED.
<br />STRAW WATTLE DETA I L
<br />NO SCALE
<br />FLOW
<br />I
<br />PLAN
<br />2' x 2' P400DFILTER FABRIC
<br />POST OR STEEL
<br />FORM STAKE
<br />ZAC`TEVl
<br />V
<br />C
<br />in
<br />n
<br />A
<br />f
<br />I
<br />C
<br />C
<br />SOIL
<br />II
<br />f0
<br />44ABOVE 6ROUN P
<br />a,
<br />8oN
<br />N
<br />mz
<br />v
<br />H=1
<br />MIN.
<br />SECTION A -A
<br />A
<br />FRONT VIEW
<br />NOTES
<br />1. FILTER BARRIER SHALL BE CON5TRUC7EV LONG ENOUGH TO EXTEND ACROSS
<br />THE EXPECTED FLOW PATH AND AS APPROVED BY THE ADMINISTRATOR.
<br />2. FILTER FABRIC SHALL BE PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN
<br />WITH A MINIMUM TENSILE 577a8J6TH OF 50 LBS. PER LINEAR FOOT AT 20
<br />PER ENT MAXIMUM ELONGATION AND CONTAINING ULTRAVIOLET INHIBITORS.
<br />FILTER FABRIC SMALL RETAIN A MINIMUM OF 65% OF THE SOIL, BY M=I6HT,
<br />BASED ON SIEVE ANALYSIS, BUT IS NOT FINER THAN AN EQUIVALENT OPH41N5
<br />SIZE OF 70.
<br />3. SUPPORT POSTS SHALL BE A MINIMUM 30 INCHES LON6 2' x 2' MOP POSTS
<br />OR STEEL FORM STAKES DRIVEN A MINIMUM OF 12 INCHE5 INTO THE 6RIOUND.
<br />POSTS SHALL BE SPACED A MAXIMUM 6 FEET APART.
<br />4. A 4 INCH FABRIC TRENCH SHALL BE EYCAVATED ALONG THE UPHILL SIDE OF
<br />FILTER BARRIER POSTS. THE BOTTOM HSE OF THE FABRIC SHALL EXTEND
<br />TO AND ACR955 THE BOTTOM OF THE'TfaarH. THE TRENCH SHALL BE BACK
<br />FILLED TO 4 INCHES ABOVE 6RlOUND AND COMPACTED TO BURY AND 5ECU(RE
<br />THE BOTTOM OF THE FILTER FABRIC.
<br />S. CONTRACTOR SHALL MAKE INSPECTIONS hffKLY DURING 77 -IE WET SEASON,
<br />WN77-LY DURING THE DRY SEASON AND IMtiEDIA7ELY AFTER EACH RAINFALL
<br />TO DE7EWINE IF REPAIRS AND SEJIKNT REMOVAL 15 REQUIRED. SEDIMENT
<br />SHALL BE REMOVED BEFORE IT HAS REAGHEP ONE THIRD THE HE16HT OF
<br />THE FILTER FABRIC.
<br />v
<br />EXISTING 6Id7UND� -
<br />SILT FENCE
<br />FILTER BARRIER
<br />NO SCALE
<br />A
<br />- - BCTION
<br />OF ,RAVEL
<br />j�
<br />1
<br />PLAN VIEW
<br />CONSTRUCTION SITE . FXISTIN6 PAV043VT
<br />.50, Ml N_
<br />6EOTECTILE X47MIAL
<br />SECTION A -A
<br />NOTES
<br />I. STABILIZED CONSTRUCTION SITE ACCESS SMALL BE CONSTIaXTED OF I' TO 3" MAX. A66RE&ATE
<br />BASE MATERIAL CONFOR MIN& TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />MINIMUM THICKNESS OF 6". 7-E METHOD OF PLACIN5, SPREADING AND COMPAGTIN6 A66RE6ATE
<br />BASE MATERIAL SMALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS.
<br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. WIDTH SMALL BE A MIN. OF 15 FEET
<br />OR 64;EATED IF NECESSARY' TO COVER ALL VEHICULAR IN6RE55 AND E6RE55. PROVIDE AMPLE
<br />r
<br />m
<br />if
<br />�kv
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />TUR41NA5 RADII. DRAWN BY: J. S. H.
<br />3. THE ENTRANCE SHALL BE KEPT IN 6000 CONDITION BY OCCASIONAL TOP DRE551N6 WITH A660iE6ATE DATE: 5EPT. 27, 20105
<br />BASE MATERIAL.
<br />SCALE: 1 n _40 ,
<br />4. ACCESSES SHALL BE INSPECTED M XLY DURING PERIODS OF HEAVY U5ASE, MONTHLY DURING NORMAL DWG: 296H-ER05
<br />U546E, AND AFTER EACH RAINFALL, MITH MAINTENANCE PROVIDED AS N16GESraARY. PERIODIC TOP KW
<br />DFRF55IN6 NE SMALL BE DOAS NEEDED. CHECKED:
<br />STABILIZED CON57RUCTION
<br />SITE ACCESS
<br />NO SCALE
<br />RECORD GHAVVlNG 10B# 296H-04
<br />Corrections B i SHEET
<br />No Cha, a : P/
<br />Date 3 Is
<br />pr rrY ,�;i f` OF BO
<br />V
<br />C
<br />in
<br />n
<br />A
<br />W
<br />Z
<br />C
<br />C
<br />0 L,
<br />f0
<br />W M
<br />> Ln
<br />a,
<br />8oN
<br />Z
<br />oo
<br />W
<br />on
<br />=U
<br />O
<br />W
<br />ON
<br />v r,
<br />W r)
<br />vi
<br />V
<br />inowCin
<br />rlj
<br />V_0o
<br />Z
<br />W
<br />7
<br />ul
<br />2
<br />a
<br />�kv
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />TUR41NA5 RADII. DRAWN BY: J. S. H.
<br />3. THE ENTRANCE SHALL BE KEPT IN 6000 CONDITION BY OCCASIONAL TOP DRE551N6 WITH A660iE6ATE DATE: 5EPT. 27, 20105
<br />BASE MATERIAL.
<br />SCALE: 1 n _40 ,
<br />4. ACCESSES SHALL BE INSPECTED M XLY DURING PERIODS OF HEAVY U5ASE, MONTHLY DURING NORMAL DWG: 296H-ER05
<br />U546E, AND AFTER EACH RAINFALL, MITH MAINTENANCE PROVIDED AS N16GESraARY. PERIODIC TOP KW
<br />DFRF55IN6 NE SMALL BE DOAS NEEDED. CHECKED:
<br />STABILIZED CON57RUCTION
<br />SITE ACCESS
<br />NO SCALE
<br />RECORD GHAVVlNG 10B# 296H-04
<br />Corrections B i SHEET
<br />No Cha, a : P/
<br />Date 3 Is
<br />pr rrY ,�;i f` OF BO
<br />
|