HomeMy WebLinkAbout21 C601 Storm Sewer PlanD SECTION 125
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FULL DEPTH 0
GRANUL R
BACKFILL
CONC. ENI
50 L.F.
H
EXISTING GRADE
CO
U
PROPOSED GRADE
U m
el
0.30%
I 15.96 15.81
6.42 15.96
I
0%
15" R.C.P.
18" R.C.P.
•3 L.F. 0.36% 18" R.C.P.
170 L.F. 0.30% 18" R.C.P.
120 L.F. 0.30% 18"
R.C.P.
58 L.F.
DESIGN
APPROVAL
120 L.F. 0.30% 12" R.C.P.
Yes
0.30%
O 16.21 16.38
15 R.C.P.
1
16.38 s.7
15.85 16.21
15.85
15.34
15.34
5.00
No
No
Yes
12" R.C.P. E.
INV.= 916.21
36 "x36"
DESIGN
APPROVAL
D SECTION 119
3
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U
T.C. =9 9.30
STREET A
U
0
O O z
U
W
(n
U z
1- W
z
0
0
PROPOSED GRADE
EXISTING GRADE
CURB
CASTING
*R -3501 N
-1
CONC. EN
w
CO
I- D
0
3
FULL DEPTH
GRANULAR
BACKFILL
216 L.F. 0.31% 18" R.C.P.
0
50 L.F.
15.78
L.F.
R.C.P.
152 L.F. 0.30% 12
255 L.F. 0.32% 18" R.C.P.
0.30%
I 15.96 15.81
6.42 15.96
15.81
0%
15" R.C.P.
18" R.C.P.
Yes
Yes
18" to 21"
12" R.C.P. NE
INV.= 915.96
MH /BOX
4IIOIS 0N3 'ON(
z
PROPOSED GRADE U�
EXISTING GRADE
t CURB INL
0) a) U
0
II
U
0
GRANULAR FULL DEPTH
LJJ
BACKFILL z
CURB
CASTING
*R -3501 N
O
o
120 L.F. 0.30% 12" R.C.P.
12" to 18"
216 L.F. 0.31% 18" R.C.P.
0
16.14
15.78
15.78
L.F.
15.68
Yes
12" to 21"
15.00 ..153.026.83
37
0%
15" R.C.P.
No
PIPE
SIZE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
ANGLE AND
QUALITY OF PIPES
WILL REQUIRE
SPECIAL DESIGN
STEPS
REQUIRED
CURB
CASTING
*R -3501 N
CASTING
*3501 TL
TR
12" to 18"
24 "x24"
0
DESIGN
APPROVAL
No
Yes
Yes
12" to 21"
30 "x30"
37
DESIGN
APPROVAL
No
Yes
Yes
18" to 21"
16.21
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
21 to 27"
24 "x36"
R.C.P. SW
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
NLET 118 w /MH
I-
W
J
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U
J
\JLET 120
O2
c
D
0
FULL DEPTH
GRANULAR
BACKFILL
CURB I
II
U
i- PROPOSED GR,
D'
0
T.
EET
C�
EXISTING GRA
15.96 16.0
L.F.
BACKFILL
37
2" R.C.P. W.
8" R.C.P. SE.
NV.= 915.96
0.30%
12" R.C.P.
EXISTING GRA
JLET 128 w /MH
I-
W
J
z
m.
Q
0
N D.
U
J
JLET 131
in
in
6
f
Iald).
0)
II
0
PROPOSED GR,
D'
0
T.
EET
C�
FULL DEPTH
GRANULAR
BACKFILL
221 L.F. 0.25% 21" R.C.P.
15.66 15.56
15.56
EXISTING GRA
16.31
32 L. F-
0.30%
18" R.C.P.
16.21
I
30 L.F.
R.C.P. NE
0.30%
R.C.P. SW
12" R.C.F.
916.21
NLET 115
I-
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J
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Q
0
N D.
U
J
T.0 919.10
STREET A
O
z
0
I I P
0
LU
0
z
FULL DEPTH w
i GRANULAR PROPOSED GRADE z
BACKFILL o
Iald).
I 0
U
EXISTING GRADE
125 L.F. 0.30% 12" R.C.P.
221 L.F. 0.25% 21" R.C.P.
15.66 15.56
15.56
16.03 15.66
32 L. F-
0.30%
18" R.C.P.
15.00
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1"=5' VERT.
920
910
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iii
ANN
11111 all IIIII III NM NO 11111
920
910
SCALE: 1"=50' HOR.
1"=5' VERT.
920
910
920
910
SCALE: 1"=50' HOR.
1 =5' VERT.
DE
DE
920
15'
18'
IN
910
SCALE: 1"=50' HOR.
1"=5' VERT.
SCALE: 1 =50' HOR.
1"=5' VERT.
N
W°
V)
I-
SCALE: 1"=50' H OR.
1 =5' VERT.
DE
DE
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
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.
ALL CURB INLET CASTINGS TO BE NEENAH R- 3501 -L2
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
z
CURB INLET TABLE
SCALE: 1 50'
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 WALL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE:
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
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SHEET NO.
C601
CONSULTING ENGINEERS
LAND SURVEYORS
REVISIONS