|
MINI" OF TWD
<br />2' x 2' 5TAKE5
<br />OR #4 J -BAR, TYP.
<br />EACH BALE
<br />CATCH BA51N--�
<br />IA
<br />L
<br />FLAW
<br />DRIVE STAKES
<br />TONWRDS CATCH
<br />BASIN, TYP.
<br />0
<br />LLLLLL
<br />-LLL L
<br />0
<br />Ln
<br />"o
<br />LLLLLL
<br />WIRE OR
<br />INLET 6R47E
<br />LLLLLL
<br />SECTION
<br />"$—$"
<br />LLLLLL
<br />M
<br />WLn
<br />�c+o
<br />V
<br />�s2
<br />LLLLLL
<br />LLLLLL
<br />_
<br />a
<br />LLLLLL
<br />Vw
<br />LLLLLL
<br />0
<br />=
<br />LLLLLL
<br />W
<br />cc,:)
<br />U M
<br />W M
<br />0 0
<br />STRAW BALE, TYP. PLACE BALES
<br />TI6HTLY T06ETHER
<br />t
<br />FLOW
<br />PLAN VIEW
<br />NYLON OR WIRE BINDIN6 STAKE OR J -BAR (TYP.)
<br />1 ' BELOW SUIRFACE
<br />STRAW OR HAY
<br />BALE, TYP.
<br />l3'
<br />7 i
<br />. INLET
<br />PLACE 60WAG,r�
<br />SOIL SET BALE IN 4"
<br />DEEP TRENCH
<br />SECT I ON A —A
<br />NOTES
<br />I. BALE5 SHALL BE PLACED T16HTLY ABUTTED T06ETHER IN A TRENCH
<br />EXCAVATED A MINIMUM OF 4 INCHES BELOW THE INLET. BALE -5 SHALL
<br />►BE PLACED 50 THAT BINDIN65 ARE HORIZONTAL.
<br />2. EACH BALE SHALL BE ANCHORED BY A MINIMUM OF TWO 2" x 2"
<br />5TAKE-5 OR TWO #4 J -BARS DRIVEN THROU6H THE BALES AND INTO THE
<br />6ROOND A MINIMUM DEPTH OF IB". TOPS OF STAKES OR J-BAR5 SHALL
<br />BE COUNTERSUNK A MINIMUM OF 1" 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 INGHE5 WITH EXCAVATED MATERIAL.
<br />4. CONTRACTOR SHALL INSPECT BALE -5 WEEKLY AND AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIR OR SEDIMENT REMOVAL 15 REQUIRED. SEDIMENT
<br />+HALL BE REMOVED WHEN IT HAS BUILT UP TO A DEPTH OF APPROXIMATELY
<br />6". BALE -5 SHALL BE REPLACED WHEN THEY HAVE BEEN DAMA6ED,
<br />COLLAP5ED OR DECOMPOSED.
<br />STRAW BALE
<br />INLET FILTER
<br />NO SCALE
<br />IN X 1' STAKE AT
<br />4' 0. C., TYP.
<br />EXI5TIN6
<br />6ROUND
<br />STRAW WATTLE, AS PER
<br />CALIFORNIA STRAW WORKS,
<br />PH: (916) 453-1456, OR
<br />AN APPROVED EQUAL.
<br />SET WATTLE IN TRENCH J
<br />SECTION
<br />NOTE
<br />CONTRACTOR SHALL INSPECT WATTLES WEEKLY AND AFTER EACH RAINFALL. REPAIRS
<br />SHALL BE MADE AS NECESSARY AND SEDIMENT SHALL BE REMOVED WHEN IT
<br />HAS ACCUMULATED TO A DEPTH OF 4 INCHES. WATTLES SHALL BE REPLACED
<br />WHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED.
<br />STRAW WATTLE PE8rA I L
<br />NO SCALE
<br />PLACEMENT AT OPEN
<br />THROAT DROP 1 NLET5
<br />FADE OF GJTag—INLET
<br />� FILTER FADE OF
<br />A I I I A
<br />PLACEMENT AT OTD.
<br />DROP INLETS
<br />AND PARKIN6 LOT5
<br />INLET FILTER
<br />IB
<br />r +
<br />LLLL L L LLLL L
<br />I LLLLL L FILTER LLLLLL L
<br />LLLLLLLL MATERIAL LLLLLLLL
<br />LLLLLLLL LLLLLLLL
<br />LLLLLLLL TO OVERLAP LLLLLLLL
<br />FXISTIN6 OPEN I LLLLLLLL DROP INLET LLLLLLLL
<br />rcccccuccm
<br />iLL
<br />BACK HOOD I L�L�LLLL L W 1' MIN. L LLLL
<br />4�LL
<br />LLLLLL L LLLLLLLL
<br />L
<br />WIRE OR
<br />TIE WRAP
<br />(TYPICAL)
<br />VERTICAL EXTENSION INSTALL 6RAVEL BA65 AS REQUIRED
<br />OF 6RATE TO EXIE97 TO SLOW THE 6UTTER FLOM PRIOR TO
<br />PAST EACH SIDE OF
<br />caw OPENING THE CATCH BASIN, TYP. ALL ARAIND.
<br />PLAN VIEW FLAN V I EW
<br />FILTER 6RATE
<br />EXI5TIN6 OPEN EXTENSION FILTER 6RATE FILTER
<br />&ICK HOODMIREFOR 1 WRAP CURB MATERIAL
<br />IL
<br />RATE
<br />.° !
<br />a a.
<br />FILTER K47ERIAL EXISTING DROP
<br />INLET 6RATE
<br />SECTION 11A—A "
<br />NOTES
<br />I. THE MAXIMUM DRAINA6E AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES.
<br />2. THE FILTER PAD SHALL BE I INCH THICK GLEANABLE POLYESTER FIBER AND ACRYLIC LATEX RE51N OR
<br />APPROVED EWAL. THE FILTER PAD SHALL OVERLAP DROP INLET ON ALL SIDES BY A MINIMUM OF 1 INCH.
<br />3. THE FILTER GRATE SHALL BE MADE OF EXPANDED METAL OF REBAR AND BE OF SUFFICIENT STREN5TH TO
<br />PREVENT BENPIN67 MHE N DRIVEN OVER. 6RATE MATERIAL SHALL NOT EXCEED 0.5' THICK. THE GRATE 5HALL
<br />HAVE A MINIMUM 60S OPEN AREA. 6RATES USED AT TYPE B AND E INLETS SHALL HAVE A VERTICAL
<br />EXTENSION TO COVER THE CURB OFENING. THE FILTER 6RATE SHALL BE THE SAME SIZE AS THE DROP INLET
<br />6RATE.
<br />4. THE FILTER PAD AND 6RATE SHALL BE 5EWRELY ATTACHED TO THE DROP INLET BY WIRE OR TIE-WRAP5.
<br />S. INLET FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. REPAIRS AND SEDIMENT AND
<br />DEBRIS REMOVAL SHALL BE MADE AS NECESSARY.
<br />STORM DRAIN
<br />INLET f I L TER
<br />2" X 2' STAKE OR
<br />#4 J -BW DRIVEN i'
<br />BELOW TOP OF BALE
<br />NYLON OR WIRE
<br />BINDIN65
<br />..0 NJ zit
<br />NO SCALE
<br />OR HAY BALE
<br />COWACT59 50IL
<br />Z
<br />FLOr+
<br />SET BALE IN TRENCH
<br />SECTION A —A
<br />FLOW
<br />i A ••
<br />BALE ROWS SHALL BE EXTENDED
<br />2 STAKES PER BALE
<br />ANGLE FIRST STAKE
<br />TOX405 PREVIOUSLY
<br />LAID BALE, TYP.
<br />- PLACE BALE T16HTLY 4' TRENCH
<br />T06ETHER WITH NO
<br />GAPS
<br />FRONT VIEW
<br />STRAW BALE ALIGNMENT
<br />NOTES
<br />1. 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'S CENTER. BALES SHALL BE PLACED 50 THAT BINDIN65 ARE HORIZONTAL.
<br />2. BALES SHALL SE ANCHOREl7 BY TWO 2"X 2" STAKES OR #4 J -BAR DRIVEN THROUGH THE BALE AND IN TO THE
<br />6ROUND A MINIMUM DEPTH OF 16 INCHES. STAKES OR J -BARS SHALL BE DRIVEN 1 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 TOWARDS THE
<br />PREVIOUSLY LAID BALE TO FORGE THE BALE -5 TI6NHTLY ABUTTED T06ETHER.
<br />3. AFTER BALES ARE 5TAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED A6AIN5T THE UPHILL SIDE TO
<br />A MINIMUM HE16HT OF 4 INCHES.
<br />4. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH RAINFALL. REPAIRS SHALL BE MADE AS
<br />NECESSARY AND SEDIMENT SHALL BE 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 />STRAW SALE BARB I ER
<br />NO SCALE
<br />2" x 2' WOOD
<br />POST OR STEEL
<br />FORM STAKE
<br />Z
<br />F
<br />m
<br />FILTER FABRIC
<br />COMPACTED SOIL
<br />4' ABOVE 6ROUND
<br />FLOW
<br />MIN.
<br />SECTION A—A
<br />FLOW
<br />FLAN
<br />=" rm ="BRIG
<br />FRONT VIEW
<br />NOTES
<br />1. FILTER BARRIER SHALL BE CONSTRUCTED LONG ENOU6f4 TO EXTEND ACROSS THE EXPECTED FLOW PATH AND AS APPROVED BY THE
<br />ADMINISTRATOR.
<br />2. FILTER FABRIC SHALL BE PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN WITH A MINIMUM TENSILE STREN5714 OF 50 LBS.
<br />PER LINEAR FOOT AT 20 PERCENT MAXIMUM ELONGATION AND CONTAININ6 ULTRAVIOLET INHIBITORS. FILTER FABRIC SHALL
<br />RETAIN A MINIMUM OF 65% OF THE SOIL, BY WEI6HT, BASED ON 51 EVE ANALY515, BUT IS NOT FINER THAN AN EQUIVALENT
<br />OPENING SIZE OF 70.
<br />3. SUPPORT P05T5 SHALL SE A MINIMUM 30 INCHES LONG 2" x 2" WOOD POSTS OR STEEL FORM 5TAKE-5 DRIVEN A MINIMUM OF 12
<br />INCHES INTO THE 6ROIUND. POSTS SHALL BE SPACED A MAXIMUM 6 FEET APART.
<br />4. A 4 INCH FABRIC TRENCH SHALL BE EXCAVATED ALONG THE UPHILL SIDE OF FILTER BARRIER POSTS. THE BOTTOM ELISE OF THE
<br />FABRIC SHALL EXTEND TO AND ACRO55 THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK FILLED TO 4 INCHES
<br />ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE THE BOTTOM OF THE FILTER FABRIC.
<br />5. CONTRACTOR SHALL MAKE INSPECTIONS WEEKLY DURING THE NET SEASON, MONTHLY DURING THE DRY SEASON AND IMMEDIATELY
<br />AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS REQUIRED. SEDIMENT SHALL BE REH40VED
<br />BEFORE IT HAS REACHED ONE THIRD THE HE16HT OF THE FILTER FABRIC.
<br />SILT FENCE o Rx,.� DCIOWIIVC
<br />F I L TER SARR I ER
<br />NO SCALE C 11
<br />FXISTIN6 61WUW
<br />6EOTEXfILE MA
<br />DIRECTION
<br />OF TRAVEL
<br />FLAN VIEW
<br />CO STRX_TION 5177= FXISTINS PAVR4=NT
<br />SECTION A—A
<br />NOTES
<br />1. STABILIZED CONSTRUCTION SITE ACGE55 SHALL BE CONSTRUCTED OF 1" TO 3" MAX. A66RE6ATE
<br />BASE MATERIAL CONFORHIING TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />MINIMUM THICKNE55 OF 6'. THE METHOD OF PLACING, SPREADING AND COMPACTIN6 A65RE6ATE
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS.
<br />2. LENGTH 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 IN5RE55 AND S5RE55. PROVIDE AMPLE
<br />TURNIN6 RADII.
<br />3. THE ENTRANCE SHALL BE KEPT IN 600D CONDITION BY OCCASIONAL TOP DRESSING WITH A66RE6ATE
<br />BASE MATERIAL.
<br />4. ACCE55E5 SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY U5A6E, MONTHLY DURIN6 NORMAL
<br />USAGE, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DRESSING 5HALL BE DONE AS NEEDED.
<br />STABILIZED CONSTRUCTION
<br />SITS ACCESS
<br />NO SCALE
<br />1
<br />z
<br />O
<br />H
<br />a
<br />U
<br />W
<br />0
<br />W
<br />Q
<br />0
<br />z
<br />0
<br />a
<br />p1
<br />C_
<br />Ln
<br />"o
<br />EXISTING DIBOP
<br />WIRE OR
<br />INLET 6R47E
<br />TIE WRAP
<br />SECTION
<br />"$—$"
<br />NOTES
<br />I. THE MAXIMUM DRAINA6E AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES.
<br />2. THE FILTER PAD SHALL BE I INCH THICK GLEANABLE POLYESTER FIBER AND ACRYLIC LATEX RE51N OR
<br />APPROVED EWAL. THE FILTER PAD SHALL OVERLAP DROP INLET ON ALL SIDES BY A MINIMUM OF 1 INCH.
<br />3. THE FILTER GRATE SHALL BE MADE OF EXPANDED METAL OF REBAR AND BE OF SUFFICIENT STREN5TH TO
<br />PREVENT BENPIN67 MHE N DRIVEN OVER. 6RATE MATERIAL SHALL NOT EXCEED 0.5' THICK. THE GRATE 5HALL
<br />HAVE A MINIMUM 60S OPEN AREA. 6RATES USED AT TYPE B AND E INLETS SHALL HAVE A VERTICAL
<br />EXTENSION TO COVER THE CURB OFENING. THE FILTER 6RATE SHALL BE THE SAME SIZE AS THE DROP INLET
<br />6RATE.
<br />4. THE FILTER PAD AND 6RATE SHALL BE 5EWRELY ATTACHED TO THE DROP INLET BY WIRE OR TIE-WRAP5.
<br />S. INLET FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. REPAIRS AND SEDIMENT AND
<br />DEBRIS REMOVAL SHALL BE MADE AS NECESSARY.
<br />STORM DRAIN
<br />INLET f I L TER
<br />2" X 2' STAKE OR
<br />#4 J -BW DRIVEN i'
<br />BELOW TOP OF BALE
<br />NYLON OR WIRE
<br />BINDIN65
<br />..0 NJ zit
<br />NO SCALE
<br />OR HAY BALE
<br />COWACT59 50IL
<br />Z
<br />FLOr+
<br />SET BALE IN TRENCH
<br />SECTION A —A
<br />FLOW
<br />i A ••
<br />BALE ROWS SHALL BE EXTENDED
<br />2 STAKES PER BALE
<br />ANGLE FIRST STAKE
<br />TOX405 PREVIOUSLY
<br />LAID BALE, TYP.
<br />- PLACE BALE T16HTLY 4' TRENCH
<br />T06ETHER WITH NO
<br />GAPS
<br />FRONT VIEW
<br />STRAW BALE ALIGNMENT
<br />NOTES
<br />1. 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'S CENTER. BALES SHALL BE PLACED 50 THAT BINDIN65 ARE HORIZONTAL.
<br />2. BALES SHALL SE ANCHOREl7 BY TWO 2"X 2" STAKES OR #4 J -BAR DRIVEN THROUGH THE BALE AND IN TO THE
<br />6ROUND A MINIMUM DEPTH OF 16 INCHES. STAKES OR J -BARS SHALL BE DRIVEN 1 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 TOWARDS THE
<br />PREVIOUSLY LAID BALE TO FORGE THE BALE -5 TI6NHTLY ABUTTED T06ETHER.
<br />3. AFTER BALES ARE 5TAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLED A6AIN5T THE UPHILL SIDE TO
<br />A MINIMUM HE16HT OF 4 INCHES.
<br />4. CONTRACTOR SHALL INSPECT BALES WEEKLY AND AFTER EACH RAINFALL. REPAIRS SHALL BE MADE AS
<br />NECESSARY AND SEDIMENT SHALL BE 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 />STRAW SALE BARB I ER
<br />NO SCALE
<br />2" x 2' WOOD
<br />POST OR STEEL
<br />FORM STAKE
<br />Z
<br />F
<br />m
<br />FILTER FABRIC
<br />COMPACTED SOIL
<br />4' ABOVE 6ROUND
<br />FLOW
<br />MIN.
<br />SECTION A—A
<br />FLOW
<br />FLAN
<br />=" rm ="BRIG
<br />FRONT VIEW
<br />NOTES
<br />1. FILTER BARRIER SHALL BE CONSTRUCTED LONG ENOU6f4 TO EXTEND ACROSS THE EXPECTED FLOW PATH AND AS APPROVED BY THE
<br />ADMINISTRATOR.
<br />2. FILTER FABRIC SHALL BE PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN WITH A MINIMUM TENSILE STREN5714 OF 50 LBS.
<br />PER LINEAR FOOT AT 20 PERCENT MAXIMUM ELONGATION AND CONTAININ6 ULTRAVIOLET INHIBITORS. FILTER FABRIC SHALL
<br />RETAIN A MINIMUM OF 65% OF THE SOIL, BY WEI6HT, BASED ON 51 EVE ANALY515, BUT IS NOT FINER THAN AN EQUIVALENT
<br />OPENING SIZE OF 70.
<br />3. SUPPORT P05T5 SHALL SE A MINIMUM 30 INCHES LONG 2" x 2" WOOD POSTS OR STEEL FORM 5TAKE-5 DRIVEN A MINIMUM OF 12
<br />INCHES INTO THE 6ROIUND. POSTS SHALL BE SPACED A MAXIMUM 6 FEET APART.
<br />4. A 4 INCH FABRIC TRENCH SHALL BE EXCAVATED ALONG THE UPHILL SIDE OF FILTER BARRIER POSTS. THE BOTTOM ELISE OF THE
<br />FABRIC SHALL EXTEND TO AND ACRO55 THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK FILLED TO 4 INCHES
<br />ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE THE BOTTOM OF THE FILTER FABRIC.
<br />5. CONTRACTOR SHALL MAKE INSPECTIONS WEEKLY DURING THE NET SEASON, MONTHLY DURING THE DRY SEASON AND IMMEDIATELY
<br />AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS REQUIRED. SEDIMENT SHALL BE REH40VED
<br />BEFORE IT HAS REACHED ONE THIRD THE HE16HT OF THE FILTER FABRIC.
<br />SILT FENCE o Rx,.� DCIOWIIVC
<br />F I L TER SARR I ER
<br />NO SCALE C 11
<br />FXISTIN6 61WUW
<br />6EOTEXfILE MA
<br />DIRECTION
<br />OF TRAVEL
<br />FLAN VIEW
<br />CO STRX_TION 5177= FXISTINS PAVR4=NT
<br />SECTION A—A
<br />NOTES
<br />1. STABILIZED CONSTRUCTION SITE ACGE55 SHALL BE CONSTRUCTED OF 1" TO 3" MAX. A66RE6ATE
<br />BASE MATERIAL CONFORHIING TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />MINIMUM THICKNE55 OF 6'. THE METHOD OF PLACING, SPREADING AND COMPACTIN6 A65RE6ATE
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS.
<br />2. LENGTH 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 IN5RE55 AND S5RE55. PROVIDE AMPLE
<br />TURNIN6 RADII.
<br />3. THE ENTRANCE SHALL BE KEPT IN 600D CONDITION BY OCCASIONAL TOP DRESSING WITH A66RE6ATE
<br />BASE MATERIAL.
<br />4. ACCE55E5 SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY U5A6E, MONTHLY DURIN6 NORMAL
<br />USAGE, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DRESSING 5HALL BE DONE AS NEEDED.
<br />STABILIZED CONSTRUCTION
<br />SITS ACCESS
<br />NO SCALE
<br />1
<br />z
<br />O
<br />H
<br />a
<br />U
<br />W
<br />0
<br />W
<br />Q
<br />0
<br />z
<br />0
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: J. S. H.
<br />DATE: AUS. 6, 2005
<br />SCALE: I "-40 i
<br />DWG: 296E -EROS
<br />CHECKED: Kkq
<br />JOB n 246F-04
<br />SHEET
<br />05
<br />OF ��
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<br />C_
<br />Ln
<br />"o
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<br />M
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<br />WLn
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<br />a
<br />-
<br />Vw
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<br />cc,:)
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<br />W M
<br />Z
<br />��q
<br />F-
<br />�/�
<br />V I
<br />V
<br />'),
<br />N WD ,n
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<br />a
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: J. S. H.
<br />DATE: AUS. 6, 2005
<br />SCALE: I "-40 i
<br />DWG: 296E -EROS
<br />CHECKED: Kkq
<br />JOB n 246F-04
<br />SHEET
<br />05
<br />OF ��
<br />
|