|
MINIWH OF TWO
<br />2" x 2' 5TAKE5
<br />OR #4 J -BAR, 7YP.
<br />EACH BALE
<br />CATCH BA51 N -�
<br />A
<br />FLOPI
<br />FL
<br />OW
<br />DRIVE STAKE- A
<br />TOWARDS CATCH
<br />BA5I N, TVP.
<br />0
<br />LLLLLL
<br />LLLLLL
<br />0
<br />Ln
<br />m
<br />CO
<br />-LLLLLL
<br />DROP INLETS
<br />THROAT DROP INLETS
<br />-LLLLLL
<br />AND PARKIN6 LOT5
<br />-LLLLLL
<br />OF LlM INLET FILTER
<br />GRATE
<br />-LLLLLL
<br />AA
<br />00'0
<br />LLLLLL
<br />Z
<br />B
<br />LLLLLL
<br />LLLLLL
<br />IXRES5IN6 SHALL BE DOME AS NEIEDED.
<br />OIY
<br />r
<br />LLLLLL
<br />.�
<br />CHECKED:
<br />LLLLLL
<br />w
<br />o
<br />=6CC7),
<br />OW
<br />0 0
<br />PLACE BALE5
<br />STRAW BALE, TTP. T16HTLY T06ETHER
<br />t
<br />FLOW
<br />PLAN VIEW
<br />NYLON OR MIREBINDIN6 5TAKE OR J -BAR (TVP.)
<br />I' BELOW SURFACE
<br />5TRAM OR HAY
<br />BALE, TIP.
<br />8"
<br />DROP/
<br />/-_�
<br />PLACE COMPACTED / / ` \ i INLET
<br />SOIL SET BALE IN 4"
<br />DEEP TRENCH
<br />SECT I ON A -A
<br />NOTES
<br />I. BALES SHALL BE PLACED TI6HTLY ABUTTED T06ETFIER IN A TRENCH
<br />EXCAVATED A MINIMUM OF 4 INCHES BELOW THE INLET. BALE5 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 />STAKES OR THO #4 J -BARS DRIVEN THROU6H THE BALES AND INTO THE
<br />6ROUND A MINIMUM DEPTH OF I6". TOPS OF STAKES OR J -BARS 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 INCHE5 WITH EXCAVATED MATERIAL.
<br />4. CONTRACTOR SHALL INSPECT BALE5 WEEKLY AND AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIR OR SEDIMENT fa- VAL 15 REQUIRED. SEDIMENT
<br />SHALL BE REMOVED WHEN IT HAS BUILT UP TO A DEPTH OF APPROXIMATELY
<br />6". BALES SHALL BE REPLACED WHEN THEY HAVE BEEN DAMAOED,
<br />COLLAPSED OR DECOMPOSED.
<br />2' X 2' STAKE OR
<br />.4 .I -BAR DRIVEN I'
<br />BaOM TCP OF BALE
<br />NYLON OR HIRE
<br />BINDIN65
<br />6 2M
<br />5TRAA BALE
<br />INLET F I L TER
<br />NO SCALE
<br />OR MAY BALE
<br />COWACTEV 50IL
<br />2
<br />'v i FLOH-
<br />2 STAKES PER BALE
<br />ANGLE FIRST STAKE
<br />TOHARDS PREVIOUSLY
<br />LAID BALE, TYP.
<br />PLACE BALE T16HRY � 4' TREf4rH
<br />:' �6• aJ 706ETH62 WITH NO
<br />6AP5
<br />SET BALE IN TFUI'AR
<br />FRONT VIEW
<br />SECTION A -A
<br />154:1
<br />i A
<br />A
<br />BALE ROES SHALL BE EXTENDED
<br />ACRa�ss sraal RUNOFF PATH
<br />STRAW BALE ALIGNMENT
<br />NOTES
<br />i. PLACE SALES IN 4 INCH DEEP TRENCH ALONG THE CONTOUR OF THE SLOPE
<br />IN THE SHAPE OF AN ARC WITH THE ENDS UPHILL OF THE ARC'S CENTER.
<br />BALES SHALL BE PLACID 50 THAT BINPIN65 ARE HORIZONTAL.
<br />2. BALES SHALL BE ANCHORED BY TWO 2"X 2" STAKES OR #4 J -BAR DRIVEN
<br />7"aXA6H THE BALE AND IN TO THE 6ROUND A MINIMUM DEPTH OF 18 INCHES.
<br />5TAKE5 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 BALE5
<br />THI6HTLY ABUTTED 7`06ETHER.
<br />3. AFTER BALE5 ARE STAKED IN PLACE, EXCAVATED SOIL SHALL BE BACKFILLD
<br />AGAINST THE UPHILL 5117E TO A MINIMUM HE16HT OF 4 INCHS.
<br />4. CONTRACTOR SHALL IN5FECT BALES, MEEKLY AND AFTER EACH RAINFALL. REPAIR5
<br />SHALL BE MADE AS NlEGE55ARY AND SEDIMENT SHALL BE REMOVED M -EN IT
<br />HAS ACCUMULATED TO A DEPTH OF b INC) -6. BALES SHALL BE REPLACED
<br />NHEN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMPOSED.
<br />SILT FENCE
<br />STRAW BALE BART I eR
<br />NO SCALE
<br />FILTER 6RATE
<br />EXTENSION
<br />EXISTINS OPEN
<br />BACK H" HIRE OR TIE HRAP
<br />FILTER GRATE
<br />FILTER MA7ERI EXISTIP45 DROP
<br />INET 6RATE
<br />SECTION "A -A"
<br />FILTER
<br />CURB -
<br />FILTER
<br />MATERIAL
<br />7
<br />a
<br />a
<br />EXISTIN6 DROP WIRE OR
<br />INLET 6RATE TIE NRAP
<br />SECTION "$-B"
<br />NOTES
<br />I. THE MAXIMUM DRAINA6E AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES.
<br />2. THE FILTER PAD SHALL BE 1 INCH THICK CLEANABLE POLYESTER FIBER AND
<br />ACRYLIC LATEX RE51N OR APPROVED E6UAL. THE FILTER PAD SHALL OVERLAP
<br />DROP INLET ON ALL SIDES BY A MINIMUM OF I INCH.
<br />3. THE FILTER CRATE SHALL BE MADE OF EXPANDED METAL OF REBAR AND BE OF
<br />SUFFICIENT STREN6TH TO PREVENT BENDIN5 HHEN DRIVEN OVER. 6RATE MATERIAL
<br />SHALL NOT EXCEED 0.5' THICK. THE 6RATE SHALL HAVE A MINIMUM 60 X OPEN
<br />AREA. 6RATE5 USED AT TYPE B AND E INLETS SHALL HAVE A VERTICAL EXTENSION
<br />TO COVER THE CURB OPENIN6. THE FILTER 6RATE SHALL BE THE SAM= SIZE
<br />AS THE DROP INLET GRATE.
<br />4. THE FILTER PAD AND 6RATE SHALL BE SECURELY ATTACHED TO THE DROP INLET
<br />BY WIRE OR TIE-NFZAPS.
<br />5. INLET FILTERS SHALL BE INSPECTED MEEKLY AND AFTER EACH RAINFALL.
<br />REPAIR5 AND SEDIMENT AND DEOR15 RET/OVAL SHALL BE MADE AS NECESSARY.
<br />6. INLET FILTE:R5 SHALL BE OF THE PEA 6RAVEL BA6 AND FILTER CLOTH VARIETY.
<br />STORM DRAIN
<br />INLET PI L.TZR
<br />NO SCALE
<br />TRAH MME, AS PER
<br />CALIFORNIA STRAH HMG,
<br />FH: (4Ib) 453-1456, OR
<br />I' X I' STAKE AT AN APPROVED EQUAL.
<br />4' 0. C., TVP.
<br />FLOE
<br />6R6RAW
<br />SET WATTLE IN TRENCH J
<br />SECTION
<br />NOTE
<br />I. 5TRAH MATTLE5 MAY BE U5ED IN PLACE OF SILT FENCE.
<br />2. CONTRACTOR SHALL IN15PE6T HATT1._E5 MXLY 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 INOH15. WATTLE5 SHALL BE REPLACED
<br />MY -EN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMP05EV.
<br />STRAW 1HA77LE FETA I L
<br />NO SCALE
<br />2' x 2" MOOD
<br />POST OR STEEL
<br />FORM STAKE
<br />z
<br />i
<br />m
<br />ryIZ
<br />F
<br />FILTER FABRIC
<br />COMPACTED SOIL
<br />4' ABOVE 6ROUND
<br />FLOW
<br />6"
<br />MIN.
<br />SECTION A -A
<br />NOTES
<br />i
<br />7
<br />A
<br />=ri Tco =AERIC
<br />FRONT VIEW
<br />I. FILTER BARRIER SHALL BE CONSTRUCTED 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 TEN5ILE 577;6E-N6TH OF 50 LBS. PER LINEAR FOOT AT 20
<br />PERCENT MAXIMUM ELONGATION AND CONTAININ6 ULTRAVIOLET INHIBITORS.
<br />FILTER FABRIC SHALL RETAIN AMINIMUM OF 85% OF THE SOIL, BY ME16HT,
<br />BASED ON SIEVE ANALY515, BUT IS NOT FINER THAN AN EQUIVALENT OFE-NIN6
<br />51ZE OF 70.
<br />3. SUPPORT POSTS SHALL BE A MINIMUM 30 INCHES LONG 2" x 2" WOOD POSTS
<br />OR STEEL FORM STAKES DRIVEN A MINIMUM OF 12 INCHES INTO THE 6ROUND.
<br />P05T5 SHALL BE SPACED A MAXIMUM 6 FEET APART.
<br />4. A 4 INCH FABRIC TRENGi SHALL BE EXCAVATED ALONG THE UPHILL SIDE OF
<br />FILTER BARRIER POSTS. THE BOTTOM ED6E OF THE FABRIC SHALL EXTEND
<br />TO AND AGR0.55 THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK
<br />FILLED TO 4 INCHES ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE
<br />THE BOTTOM OF THE FILTER FABRIC.
<br />5. CONTRACTOR SHALL MAKE INSPECTIONS MEEKLY DURING THE NET 5EA-50N,
<br />MONTHLY DURING THE DRY SEASON AND IMMEDIATELY AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIRS AND SEDII•tW REMOVAL IS REQUIRED. 5E2IMENT
<br />SHALL BE REMOVED BEFORE IT HAS REACHED ONE THIRD THE HE16HT OF
<br />THE FILTER FABRIC.
<br />0
<br />EXISTINIS 6kOUNO�
<br />6EOTFXTILE MATERIAL
<br />NOTES
<br />SILT FENCE
<br />PI LTER BARRIER-
<br />NO
<br />ARRIERNO SCALE
<br />Z
<br />F
<br />N
<br />DIRECTION
<br />OF TRAVEL
<br />PLAN VIEW
<br />50' MIN.
<br />1 TO 3 DIA. INY.H MAX.
<br />A66RE6ATE BASE
<br />CONSTRUCTION 517E EX15TIN6 PAVENENT
<br />SECTION A -A
<br />BIZ
<br />Z
<br />0
<br />H
<br />d
<br />u
<br />In
<br />W
<br />U,
<br />0
<br />Z
<br />cnO
<br />C
<br />PLACEMENT AT 57'D.
<br />PLACEMENT AT OPEN
<br />Ln
<br />m
<br />CO
<br />W
<br />DROP INLETS
<br />THROAT DROP INLETS
<br />M
<br />LLu 'n
<br />AND PARKIN6 LOT5
<br />FACE OF am INLET FILTER FACE
<br />OF LlM INLET FILTER
<br />GRATE
<br />6RATE
<br />AA
<br />00'0
<br />Q
<br />Z
<br />B
<br />�Zv
<br />B
<br />IXRES5IN6 SHALL BE DOME AS NEIEDED.
<br />OIY
<br />r
<br />.�
<br />CHECKED:
<br />e ` #u.'_✓
<br />w
<br />o
<br />=6CC7),
<br />OW
<br />W M
<br />SHEET
<br />ZM
<br />U.P7'"�, L'
<br />-LLL L
<br />1 1
<br />V
<br />�p�
<br />Ifo
<br />Any Persnr Us.n) W,°:
<br />x 4v ' ' bt1J< <�' �`(' r
<br />Ll. -LLL L
<br />NO SCALE
<br />Z'
<br />AlI v ifon Py r c,I�e' g Tf��r- , • C7` tN .,�k
<br />LLLLLLCL
<br />FILTER
<br />LLLLLL L
<br />v)
<br />a
<br />LLLLLLLL
<br />MATERIAL
<br />LLLLLLLL
<br />LLLLLLLL
<br />LLLLLLLL
<br />TO OVERLAP
<br />LLLLLLLL
<br />LLLLLLLL
<br />EXISTINS OPEN
<br />LLLLLLLL
<br />DROP INLETLLLL
<br />LLLLLLLL
<br />BA'K HOODLLLL
<br />L
<br />BY I' MIN.
<br />L -LLL L
<br />L
<br />LLLLL L
<br />LLLLLL
<br />HIRE OR
<br />TIE WAP
<br />(TYPICAL)
<br />VERTICAL EXTENSION
<br />OF STATE TO EINSTALL 6RAVEL BA65 AS
<br />REQUIRED
<br />PAST SIDEE OFTEW TO 5LOH THE WTTEZ FLOE PRIOR TO
<br />Gll� FENINAS THE CATCH BASIN, 7'YP.
<br />OFEN
<br />ALL AROUN67.
<br />PLAN VIEW
<br />PLAN VIEW
<br />FILTER 6RATE
<br />EXTENSION
<br />EXISTINS OPEN
<br />BACK H" HIRE OR TIE HRAP
<br />FILTER GRATE
<br />FILTER MA7ERI EXISTIP45 DROP
<br />INET 6RATE
<br />SECTION "A -A"
<br />FILTER
<br />CURB -
<br />FILTER
<br />MATERIAL
<br />7
<br />a
<br />a
<br />EXISTIN6 DROP WIRE OR
<br />INLET 6RATE TIE NRAP
<br />SECTION "$-B"
<br />NOTES
<br />I. THE MAXIMUM DRAINA6E AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES.
<br />2. THE FILTER PAD SHALL BE 1 INCH THICK CLEANABLE POLYESTER FIBER AND
<br />ACRYLIC LATEX RE51N OR APPROVED E6UAL. THE FILTER PAD SHALL OVERLAP
<br />DROP INLET ON ALL SIDES BY A MINIMUM OF I INCH.
<br />3. THE FILTER CRATE SHALL BE MADE OF EXPANDED METAL OF REBAR AND BE OF
<br />SUFFICIENT STREN6TH TO PREVENT BENDIN5 HHEN DRIVEN OVER. 6RATE MATERIAL
<br />SHALL NOT EXCEED 0.5' THICK. THE 6RATE SHALL HAVE A MINIMUM 60 X OPEN
<br />AREA. 6RATE5 USED AT TYPE B AND E INLETS SHALL HAVE A VERTICAL EXTENSION
<br />TO COVER THE CURB OPENIN6. THE FILTER 6RATE SHALL BE THE SAM= SIZE
<br />AS THE DROP INLET GRATE.
<br />4. THE FILTER PAD AND 6RATE SHALL BE SECURELY ATTACHED TO THE DROP INLET
<br />BY WIRE OR TIE-NFZAPS.
<br />5. INLET FILTERS SHALL BE INSPECTED MEEKLY AND AFTER EACH RAINFALL.
<br />REPAIR5 AND SEDIMENT AND DEOR15 RET/OVAL SHALL BE MADE AS NECESSARY.
<br />6. INLET FILTE:R5 SHALL BE OF THE PEA 6RAVEL BA6 AND FILTER CLOTH VARIETY.
<br />STORM DRAIN
<br />INLET PI L.TZR
<br />NO SCALE
<br />TRAH MME, AS PER
<br />CALIFORNIA STRAH HMG,
<br />FH: (4Ib) 453-1456, OR
<br />I' X I' STAKE AT AN APPROVED EQUAL.
<br />4' 0. C., TVP.
<br />FLOE
<br />6R6RAW
<br />SET WATTLE IN TRENCH J
<br />SECTION
<br />NOTE
<br />I. 5TRAH MATTLE5 MAY BE U5ED IN PLACE OF SILT FENCE.
<br />2. CONTRACTOR SHALL IN15PE6T HATT1._E5 MXLY 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 INOH15. WATTLE5 SHALL BE REPLACED
<br />MY -EN THEY HAVE BEEN DAMA6ED, COLLAPSED OR DECOMP05EV.
<br />STRAW 1HA77LE FETA I L
<br />NO SCALE
<br />2' x 2" MOOD
<br />POST OR STEEL
<br />FORM STAKE
<br />z
<br />i
<br />m
<br />ryIZ
<br />F
<br />FILTER FABRIC
<br />COMPACTED SOIL
<br />4' ABOVE 6ROUND
<br />FLOW
<br />6"
<br />MIN.
<br />SECTION A -A
<br />NOTES
<br />i
<br />7
<br />A
<br />=ri Tco =AERIC
<br />FRONT VIEW
<br />I. FILTER BARRIER SHALL BE CONSTRUCTED 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 TEN5ILE 577;6E-N6TH OF 50 LBS. PER LINEAR FOOT AT 20
<br />PERCENT MAXIMUM ELONGATION AND CONTAININ6 ULTRAVIOLET INHIBITORS.
<br />FILTER FABRIC SHALL RETAIN AMINIMUM OF 85% OF THE SOIL, BY ME16HT,
<br />BASED ON SIEVE ANALY515, BUT IS NOT FINER THAN AN EQUIVALENT OFE-NIN6
<br />51ZE OF 70.
<br />3. SUPPORT POSTS SHALL BE A MINIMUM 30 INCHES LONG 2" x 2" WOOD POSTS
<br />OR STEEL FORM STAKES DRIVEN A MINIMUM OF 12 INCHES INTO THE 6ROUND.
<br />P05T5 SHALL BE SPACED A MAXIMUM 6 FEET APART.
<br />4. A 4 INCH FABRIC TRENGi SHALL BE EXCAVATED ALONG THE UPHILL SIDE OF
<br />FILTER BARRIER POSTS. THE BOTTOM ED6E OF THE FABRIC SHALL EXTEND
<br />TO AND AGR0.55 THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACK
<br />FILLED TO 4 INCHES ABOVE 6ROUND AND COMPACTED TO BURY AND SECURE
<br />THE BOTTOM OF THE FILTER FABRIC.
<br />5. CONTRACTOR SHALL MAKE INSPECTIONS MEEKLY DURING THE NET 5EA-50N,
<br />MONTHLY DURING THE DRY SEASON AND IMMEDIATELY AFTER EACH RAINFALL
<br />TO DETERMINE IF REPAIRS AND SEDII•tW REMOVAL IS REQUIRED. 5E2IMENT
<br />SHALL BE REMOVED BEFORE IT HAS REACHED ONE THIRD THE HE16HT OF
<br />THE FILTER FABRIC.
<br />0
<br />EXISTINIS 6kOUNO�
<br />6EOTFXTILE MATERIAL
<br />NOTES
<br />SILT FENCE
<br />PI LTER BARRIER-
<br />NO
<br />ARRIERNO SCALE
<br />Z
<br />F
<br />N
<br />DIRECTION
<br />OF TRAVEL
<br />PLAN VIEW
<br />50' MIN.
<br />1 TO 3 DIA. INY.H MAX.
<br />A66RE6ATE BASE
<br />CONSTRUCTION 517E EX15TIN6 PAVENENT
<br />SECTION A -A
<br />BIZ
<br />Z
<br />0
<br />H
<br />d
<br />u
<br />In
<br />W
<br />U,
<br />0
<br />Z
<br />cnO
<br />C
<br />kv
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />1. STABILIZED CONSTRUCTION 51 TE ACCESS SHALL BE CONSTRUCTED OF 1TO 3" MAX. A66RE6ATE
<br />BASE MATERIAL CONFOIZr1IN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />MINIMUM THICKNESS OF b". THE METHOD OF PLACING, SPREADIN6 AND COMPACTIN6 A66RE6ATE
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS.
<br />2. LEN6TH 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 E6RE55. PROVIDE AMPLE
<br />7URNIN6 RADII.
<br />V
<br />C
<br />Ln
<br />m
<br />CO
<br />W
<br />Z
<br />• _
<br />C
<br />M
<br />LLu 'n
<br />DEC. 28, 2005BASE
<br />MATERIAL
<br />Ln
<br />DATE:
<br />V
<br />d
<br />00'0
<br />Q
<br />Z
<br />C
<br />�Zv
<br />DWG:
<br />IXRES5IN6 SHALL BE DOME AS NEIEDED.
<br />OIY
<br />-
<br />U
<br />.�
<br />CHECKED:
<br />e ` #u.'_✓
<br />w
<br />o
<br />=6CC7),
<br />OW
<br />W M
<br />SHEET
<br />ZM
<br />U.P7'"�, L'
<br />1 1
<br />V
<br />�p�
<br />Ifo
<br />Any Persnr Us.n) W,°:
<br />x 4v ' ' bt1J< <�' �`(' r
<br />NO SCALE
<br />Z'
<br />AlI v ifon Py r c,I�e' g Tf��r- , • C7` tN .,�k
<br />W
<br />v)
<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 />1. STABILIZED CONSTRUCTION 51 TE ACCESS SHALL BE CONSTRUCTED OF 1TO 3" MAX. A66RE6ATE
<br />BASE MATERIAL CONFOIZr1IN6 TO CITY OR COUNTY STANDARDS. MATERIAL SHALL BE PLACED TO A
<br />MINIMUM THICKNESS OF b". THE METHOD OF PLACING, SPREADIN6 AND COMPACTIN6 A66RE6ATE
<br />BASE MATERIAL SHALL CONFORM TO SECTION 26 OF THE STATE SPECIFICATIONS.
<br />2. LEN6TH 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 E6RE55. PROVIDE AMPLE
<br />7URNIN6 RADII.
<br />No.6"" z
<br />Exp.6-30-07
<br />Sj. CIVIL ��P
<br />q�A CALIFO�
<br />KEVIN
<br />DRAWN BY:
<br />3. THE ENTRANCE SHALL BE KEPT IN 600V CONDITION BY OCCASIONAL TOP DRESSING WITH A66R55ATE
<br />DEC. 28, 2005BASE
<br />MATERIAL
<br />DATE:
<br />i"=50'
<br />SCALE.
<br />4. A� SHALL BE INSPECTED MEEKLY DURING MON
<br />PERIODS OF HEAVY USA6E, THLY DURING NORMAL
<br />296PH3-ERO3
<br />USAGE, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP
<br />DWG:
<br />IXRES5IN6 SHALL BE DOME AS NEIEDED.
<br />R. D. C.
<br />CHECKED:
<br />e ` #u.'_✓
<br />,�
<br />JOB a 246A-04
<br />_ mj ». 6 1
<br />t .:� ,� 3 ,'"
<br />SHEET
<br />5TAB I L I ZED CON5TRUCT I ON "' ` ` ' ``''' r
<br />U.P7'"�, L'
<br />1 1
<br />SITE ACCESS rate 3ti
<br />Any Persnr Us.n) W,°:
<br />x 4v ' ' bt1J< <�' �`(' r
<br />NO SCALE
<br />OF
<br />AlI v ifon Py r c,I�e' g Tf��r- , • C7` tN .,�k
<br />
|