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<br />-� ` PIPE FLUSH
<br />OPENING j WITH INSIDE
<br />41 4 DIAMETER it
<br />CATCH BASIN
<br />+ �- MC' TA
<br />4 U) d [ I J� NTs
<br />4" WEEPHOIES
<br />ES
<br />PRECAST IN
<br />BASE SECTION
<br />(SEE SPECS.) PRECAST
<br />CONCRETE CATCH BASIN
<br />(NTH 4 FLANGE CATCH BASIN FRAME)
<br />FINISHED
<br />GRADE a Jns laeev
<br />R Y
<br />„ry
<br />TYPICAL TRENCH SECTION
<br />STABLE GROUND TYPICAL TRENCH SECTION
<br />BALED HAY UNSUITABLE MATERIAL
<br />� YI1 o/Yf 1"Nompfa
<br />s°'--
<br />STAKES PER SALE
<br />3°°4" CLEAN PUMP DISCHARGE
<br />STOW HOW-
<br />I�
<br />NOTE:
<br />SEDIMI =:NT TRAPS TO BE PLACED
<br />IN UPLAND LOCATIONS ONLY
<br />SEDIMENT CONTROL TRAP
<br />N.T.S.
<br />1
<br />\`
<br />SLOT
<br />SECTIOP1 A--A -O -RING
<br />COLLAR
<br />END VIEW
<br />SILT SACK DETAIL
<br />N.T.S.
<br />y
<br />MEMO
<br />SET PIPE —J
<br />FLUSH WITH PRECAST
<br />INSIDE WALL CONCRETE MANHOLE
<br />A
<br />B A
<br />PLAN
<br />j" -CONC R
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<br />-
<br />}. ..,.d -. Y,rE rJE Is�uE
<br />FRAME
<br />F-DR F ASSACI:U =I-TS CASCADE GRAT17 c UwNn N rsri
<br />i
<br />X'
<br />3 'LANGE
<br />1:10BE1ff000uC:
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<br />SECTION A —A
<br />NOTE: FRAME AND GRATE SHALL BE
<br />HEAVY DUTY CLASS 30 GRAY IRON.
<br />CATCH BASIN FRAME AND GW
<br />N,T.& --
<br />NOTEr CATCH (BASIN FRAME AND COVERS
<br />--TARE TO BE LeBARON TYPE CATALOG
<br />F248 - °3 OR EQUAL
<br />CATCH BASIN FRAME AND GRATE - CEIOENT - -__,\
<br />NITS. . / CONCRETE
<br />CLASS 3
<br />1 1/2: 1 & 2:1 SLOPES 1 1/2 SLOPES 2:1 SLOPES
<br />PIPE - CU. CU.
<br />DIA, E G H J L N P F YDS. LOS. F YDS. LOS.
<br />-O » 9 -6 » 1 S -6 » 2 S -m 5' -3" " 4 3 » . J
<br />3.16 54
<br />364 4 ° -6q 4' -3" 6` -04 4' -0" 11-W 2' -3° 5' 114 3' -64 3.35 54 5' -O" 4.15 64
<br />M ! » J » ) » S x J " f b! J »
<br />42 5 fl 4'-6",6'-V 4 -6 1 °10 2 -6 6 -6 4 -O 4.213 59 5 w9 5125 70
<br />n x I tl S »' J x J x J » J x Y ] p
<br />48 5 -6 4-9 fi -d 5�d 2 -d 2 -9 fi -2 4 -6 5,99 65 6 -6 6.50 83
<br />544 6' -O4 5] -d" 7' --�6" 5J-6N 2' -2" 3' -0" 7' -9O" a' -0" 6.26 73 7'-3" 7.8€I 93
<br />x 9' b J » i » S 4 f q i }— p J p ] —Q 9 �-
<br />72 7 -6 5 --9 9 fl 7 -O 2 -8 3 -9 9y--9 6 ---6 10.25 98 9 -6 12.99 128
<br />10l - ®» -0° 4 4J -3» 9f'-d' 7' -6' 49 920 19 -04 17,321 54
<br />Oro ..... 1 CLASS I
<br />PIPE.__ - i 1
<br />GROUND LINE DIAl = I +
<br />VARIES
<br />II I
<br />F — - ------- - -- #3012° — , a
<br />L-11 -L 1- - - -1I ,
<br />A 1/2- CLEAR-' 1 1 /2" x 1 1/2' x 2e
<br />10' O.G. WOW STAKE
<br />FRONT ELEVATION SECTION B —B SECTION A —A (OR APPROVED EQUAL)
<br />COMPOST FILL
<br />MATERIAL -
<br />CONCRETE HEADWALL DETAILS FOR 30" TO 84"
<br />PIPE CULVERTS
<br />NOTES: -
<br />L ALL CONCRETE CORNERS SHALL BE CHAMFERED
<br />2- ALL CONCRETE SHALL BE 3000 PS
<br />_I
<br />64
<br />i
<br />SAWN TOP
<br />/G7 , SPLIT FACE
<br />& JOINTED
<br />3$; 4" RADIUS--- ( APPROX. WT.-900 LBS
<br />.� -r- ROUNDINGS ?4» -p1
<br />GRANITE CURB INLET DETAILS
<br />ROOFING
<br />FELT BETWEEN
<br />CONCF2ETE
<br />AND GRAVEL a-
<br />�ysi
<br />III � SCREENED GRAVEL-
<br />DETAIL
<br />CONCRETE CRADLE
<br />12N
<br />GROI
<br />JqN
<br />Y4
<br />_I s
<br />DETAIL
<br />CONCRETE
<br />ENCA 317.MENT
<br />II-- �PIPE DIA.
<br />- _i CLEAR
<br />, 01 2
<br />COMPOST FILTER SUCK 12x DIA.
<br />REFER TO SPECIRCATIONS FRONT ELEVATION END ELEVATION
<br />ADDITIONAL FILTER
<br />j MATERIAL TO FILL THE
<br />SEAM AND THE GROUND TUBE CON BETE HEADWALL DETAIL'S
<br />> FLOW -
<br />I-
<br />'�L
<br />y'- y
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<br />PIPE 1 1/2:1 SLOP 2 :1 SLOPE _
<br />OiA' L CU -YDS. LBS L CU.YDS. LBS,
<br />8" 4' -2" 0.77 15 5 } -10" 1.08 21
<br />90" 4' --107 6.92 2d 6' -8" 1.28 23
<br />124 5' -6" 1.08 21 ' -6" 1149 29
<br />5 6' -6" 1.34 1.82 3 —
<br />18" 7'--6" 1.61 _ 301 0' -O" 2.18 39
<br />�21" 8' -84 1.95 34 11' -6" 2.62 43
<br />24" 9' 3" 2.16 35 12' -6° 2.97 50__
<br />30" 10' -6" 2.63 44 15' -6" 3.86 62
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<br />lumausAws
<br />STAKES PER SALE
<br />3°°4" CLEAN PUMP DISCHARGE
<br />STOW HOW-
<br />I�
<br />NOTE:
<br />SEDIMI =:NT TRAPS TO BE PLACED
<br />IN UPLAND LOCATIONS ONLY
<br />SEDIMENT CONTROL TRAP
<br />N.T.S.
<br />1
<br />\`
<br />SLOT
<br />SECTIOP1 A--A -O -RING
<br />COLLAR
<br />END VIEW
<br />SILT SACK DETAIL
<br />N.T.S.
<br />y
<br />MEMO
<br />SET PIPE —J
<br />FLUSH WITH PRECAST
<br />INSIDE WALL CONCRETE MANHOLE
<br />A
<br />B A
<br />PLAN
<br />j" -CONC R
<br />e:
<br />F--
<br />ti
<br />Y:
<br />C p
<br />lit
<br />LL
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<br />_ l L;' f
<br />I
<br />L,
<br />4t �'
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<br />F 4 ; IMI HAN£. GFa —E]
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<br />k_TLS- 9`
<br />L 1'HE HAS:AC'f.JSFTtS ITANOA2fd FFPHti SS TO QS U3iL. JETA.1_S ANG nIMEW.'.It34S WT SHOWN
<br />ATIIW. ,spF M W TW SAM. AS (ROSE SdO" Im RBAVuC, 2u1.6.0
<br />"- A T"i o FI v''GE Pp-w.. :a Tfi SL USFii U4'N A Pwz iNLC` )a' REG.sARE4 -
<br />a Gip(i vLtA}CE ARC $%OUR fin `J;�AWW- L7ET4
<br />4- ME GRATE AS - ;lw- «J AH]Vf,. :S 11114 VACU " OP11t:L F &U`4 Iliz 21:a-47. Tupi, 1pi , 161'
<br />f UF: A 'WATER f'1170 THE L):FT. SEE NOT; CQI 2 ON jQJ%A,:;1,J5
<br />6r"AiE :$ C�1: -V ^pHp` «IJ $tF aMAT1Ci1lY
<br />-
<br />}. ..,.d -. Y,rE rJE Is�uE
<br />FRAME
<br />F-DR F ASSACI:U =I-TS CASCADE GRAT17 c UwNn N rsri
<br />i
<br />X'
<br />3 'LANGE
<br />1:10BE1ff000uC:
<br />I�aCl�CloC._IoC ioC_::;
<br />=f
<br />TAlC
<br />c�
<br />!i —tl 1f2" "r 112' 1-1/4 1
<br />:35,/4"
<br />SECTION A —A
<br />NOTE: FRAME AND GRATE SHALL BE
<br />HEAVY DUTY CLASS 30 GRAY IRON.
<br />CATCH BASIN FRAME AND GW
<br />N,T.& --
<br />NOTEr CATCH (BASIN FRAME AND COVERS
<br />--TARE TO BE LeBARON TYPE CATALOG
<br />F248 - °3 OR EQUAL
<br />CATCH BASIN FRAME AND GRATE - CEIOENT - -__,\
<br />NITS. . / CONCRETE
<br />CLASS 3
<br />1 1/2: 1 & 2:1 SLOPES 1 1/2 SLOPES 2:1 SLOPES
<br />PIPE - CU. CU.
<br />DIA, E G H J L N P F YDS. LOS. F YDS. LOS.
<br />-O » 9 -6 » 1 S -6 » 2 S -m 5' -3" " 4 3 » . J
<br />3.16 54
<br />364 4 ° -6q 4' -3" 6` -04 4' -0" 11-W 2' -3° 5' 114 3' -64 3.35 54 5' -O" 4.15 64
<br />M ! » J » ) » S x J " f b! J »
<br />42 5 fl 4'-6",6'-V 4 -6 1 °10 2 -6 6 -6 4 -O 4.213 59 5 w9 5125 70
<br />n x I tl S »' J x J x J » J x Y ] p
<br />48 5 -6 4-9 fi -d 5�d 2 -d 2 -9 fi -2 4 -6 5,99 65 6 -6 6.50 83
<br />544 6' -O4 5] -d" 7' --�6" 5J-6N 2' -2" 3' -0" 7' -9O" a' -0" 6.26 73 7'-3" 7.8€I 93
<br />x 9' b J » i » S 4 f q i }— p J p ] —Q 9 �-
<br />72 7 -6 5 --9 9 fl 7 -O 2 -8 3 -9 9y--9 6 ---6 10.25 98 9 -6 12.99 128
<br />10l - ®» -0° 4 4J -3» 9f'-d' 7' -6' 49 920 19 -04 17,321 54
<br />Oro ..... 1 CLASS I
<br />PIPE.__ - i 1
<br />GROUND LINE DIAl = I +
<br />VARIES
<br />II I
<br />F — - ------- - -- #3012° — , a
<br />L-11 -L 1- - - -1I ,
<br />A 1/2- CLEAR-' 1 1 /2" x 1 1/2' x 2e
<br />10' O.G. WOW STAKE
<br />FRONT ELEVATION SECTION B —B SECTION A —A (OR APPROVED EQUAL)
<br />COMPOST FILL
<br />MATERIAL -
<br />CONCRETE HEADWALL DETAILS FOR 30" TO 84"
<br />PIPE CULVERTS
<br />NOTES: -
<br />L ALL CONCRETE CORNERS SHALL BE CHAMFERED
<br />2- ALL CONCRETE SHALL BE 3000 PS
<br />_I
<br />64
<br />i
<br />SAWN TOP
<br />/G7 , SPLIT FACE
<br />& JOINTED
<br />3$; 4" RADIUS--- ( APPROX. WT.-900 LBS
<br />.� -r- ROUNDINGS ?4» -p1
<br />GRANITE CURB INLET DETAILS
<br />ROOFING
<br />FELT BETWEEN
<br />CONCF2ETE
<br />AND GRAVEL a-
<br />�ysi
<br />III � SCREENED GRAVEL-
<br />DETAIL
<br />CONCRETE CRADLE
<br />12N
<br />GROI
<br />JqN
<br />Y4
<br />_I s
<br />DETAIL
<br />CONCRETE
<br />ENCA 317.MENT
<br />II-- �PIPE DIA.
<br />- _i CLEAR
<br />, 01 2
<br />COMPOST FILTER SUCK 12x DIA.
<br />REFER TO SPECIRCATIONS FRONT ELEVATION END ELEVATION
<br />ADDITIONAL FILTER
<br />j MATERIAL TO FILL THE
<br />SEAM AND THE GROUND TUBE CON BETE HEADWALL DETAIL'S
<br />> FLOW -
<br />I-
<br />'�L
<br />y'- y
<br />INr =) y y y
<br />wi �S'f
<br />)LY:si
<br />,94Fe I RATE'. Y01v
<br />pj.
<br />TO O"
<br />PIPE 1 1/2:1 SLOP 2 :1 SLOPE _
<br />OiA' L CU -YDS. LBS L CU.YDS. LBS,
<br />8" 4' -2" 0.77 15 5 } -10" 1.08 21
<br />90" 4' --107 6.92 2d 6' -8" 1.28 23
<br />124 5' -6" 1.08 21 ' -6" 1149 29
<br />5 6' -6" 1.34 1.82 3 —
<br />18" 7'--6" 1.61 _ 301 0' -O" 2.18 39
<br />�21" 8' -84 1.95 34 11' -6" 2.62 43
<br />24" 9' 3" 2.16 35 12' -6° 2.97 50__
<br />30" 10' -6" 2.63 44 15' -6" 3.86 62
<br />1 !,"M.'l'INC YVI.SI01V
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<br />Oro ..... 1 CLASS I
<br />PIPE.__ - i 1
<br />GROUND LINE DIAl = I +
<br />VARIES
<br />II I
<br />F — - ------- - -- #3012° — , a
<br />L-11 -L 1- - - -1I ,
<br />A 1/2- CLEAR-' 1 1 /2" x 1 1/2' x 2e
<br />10' O.G. WOW STAKE
<br />FRONT ELEVATION SECTION B —B SECTION A —A (OR APPROVED EQUAL)
<br />COMPOST FILL
<br />MATERIAL -
<br />CONCRETE HEADWALL DETAILS FOR 30" TO 84"
<br />PIPE CULVERTS
<br />NOTES: -
<br />L ALL CONCRETE CORNERS SHALL BE CHAMFERED
<br />2- ALL CONCRETE SHALL BE 3000 PS
<br />_I
<br />64
<br />i
<br />SAWN TOP
<br />/G7 , SPLIT FACE
<br />& JOINTED
<br />3$; 4" RADIUS--- ( APPROX. WT.-900 LBS
<br />.� -r- ROUNDINGS ?4» -p1
<br />GRANITE CURB INLET DETAILS
<br />ROOFING
<br />FELT BETWEEN
<br />CONCF2ETE
<br />AND GRAVEL a-
<br />�ysi
<br />III � SCREENED GRAVEL-
<br />DETAIL
<br />CONCRETE CRADLE
<br />12N
<br />GROI
<br />JqN
<br />Y4
<br />_I s
<br />DETAIL
<br />CONCRETE
<br />ENCA 317.MENT
<br />II-- �PIPE DIA.
<br />- _i CLEAR
<br />, 01 2
<br />COMPOST FILTER SUCK 12x DIA.
<br />REFER TO SPECIRCATIONS FRONT ELEVATION END ELEVATION
<br />ADDITIONAL FILTER
<br />j MATERIAL TO FILL THE
<br />SEAM AND THE GROUND TUBE CON BETE HEADWALL DETAIL'S
<br />> FLOW -
<br />I-
<br />'�L
<br />y'- y
<br />INr =) y y y
<br />wi �S'f
<br />)LY:si
<br />,94Fe I RATE'. Y01v
<br />pj.
<br />TO O"
<br />PIPE 1 1/2:1 SLOP 2 :1 SLOPE _
<br />OiA' L CU -YDS. LBS L CU.YDS. LBS,
<br />8" 4' -2" 0.77 15 5 } -10" 1.08 21
<br />90" 4' --107 6.92 2d 6' -8" 1.28 23
<br />124 5' -6" 1.08 21 ' -6" 1149 29
<br />5 6' -6" 1.34 1.82 3 —
<br />18" 7'--6" 1.61 _ 301 0' -O" 2.18 39
<br />�21" 8' -84 1.95 34 11' -6" 2.62 43
<br />24" 9' 3" 2.16 35 12' -6° 2.97 50__
<br />30" 10' -6" 2.63 44 15' -6" 3.86 62
<br />1 !,"M.'l'INC YVI.SI01V
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