HomeMy WebLinkAboutpg. 14 C601 Storm Sewer Plan & ProfileDBL. CUR:
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
CURB INLE1
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CURB
CASTING
*R -3501 N
CASTING
*3501 TL
TR
12" to 18"
24 "x24"
GRANULAR
BACKFILL PROPOSED GRADE
EXISTING GRADE
DESIGN
APPROVAL
No
12"
30 L.F.
1.00%
R.C.'.
X 8.30
0 8 1%
15" R.C.P.
HYDRAULIC GRADE LINE 06.77
21" R.C.P.
27" R.C.P.
INV. =906.7
DESIGN
APPROVAL
No
Yes
Yes
18" to 21"
PIPE
SIZE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
STRUCTURES
GREATER THAN
48 FROM T/C
TO INVERT
ANGLE AND
QUAUTY OF PIPES
WILL REQUIRE
SPECIAL DESIGN
STEPS
REQUIRED
CURB
CASTING
*R -3501 N
CASTING
*3501 TL
TR
12" to 18"
24 "x24"
DESIGN
APPROVAL
No
Yes
Yes
12" to 21"
30 "x30"
DESIGN
APPROVAL
No
Yes
Yes
18" to 21"
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
21" to 27"
24 "x36"
DESIGN
APPROVAL
No
No
Yes
12" to 24"
36 "x36"
DESIGN
APPROVAL
No
Yes
Yes
24" OR
LARGER
DESIGN
APPROVAL
DESIGN
APPROVAL
No
No
Yes
24" or
LARGER
MH /BOX
DESIGN APPROVAL
Yes
Yes
Yes
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148 L.F. 0.40%
15" R.C.P.
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36 L.F.
0.40%
18" R.C.
08.68 08.53 08.53
FULL DEPTH
GRANULAR
BACKFILL
440 L.F.
HYDRAULIC GRADE LINE
136
PROPOSED GRADE
0.110%
137
SCALE: 1"=50' HOR.
1"=5' VERT.
21" R.C.P.
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138
EXISTING GRADE
06.77
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139
06.77
279 L.F.
15" R.C.P. S.
INV.= 906.77
140
0.20% 27" R.C.P.
LAKE #6
N.P 906.00
2 YEAR ELEV.= 907.60
10 YEAR ELEV.=-909.22
100 YEAR ELEV. 911.25
BOTTOM ELEV.= 898.00
FULL DEPTH
GRANULAR
BACKFILL
06.21
00 00
F-
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06.21
06.15
30 L.F.
0.20%
27" R.C.'
0 L.
0
06.15 6.0
30" R.C.P.
00
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920
910
(N1
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SCALE: 1"=50' HOR.
1"=5' VERT.
CURB INLET TABLE
W.
SE.
7
PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX
INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE
SPECIAL NOTE:
STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A
M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED.
SPECIAL NOTE:
STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE— DRAINS TO WATERWAY"
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.20'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
SCALE: 1"= 50'
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
STOEPp
Q/ No. s.:
r.
19358
-53 -o STATE OF '2:
6 iNDIANP
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ALL CURB INLET CASTINGS TO BE NEENAH R- 3501 —L2
UNLESS A DOUBLE INLET CASTING IS SPECIFIED. IN THIS
CASE A NEENAH R- 3501 —TR&TL ARE TO BE USED.
NOTE: THERE SHALL BE A 12" MIN. COVER
FROM TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSINGS.
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SHEET NO.
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JOB No.41760S4
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SA41760S4\dwg\C601-Storm Plan Profile.dwg, Layout1, 8/26/2004 1:30:47 PM, Noy, 1:1
CONSULTING ENGINEERS
LAND SURVEYORS
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