HomeMy WebLinkAbout20 C600 Storm Sewer Plano
0
CD
01
in
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L-
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Q
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0
I.
Wi
II CO
0. D'
1 c
.C.= 917.61
URB INLET 107
i
1.9
'ONOO
JB 0N00
PROPOSED GRADE
T.C. =91
STREET A
CURB If
w
rn
II 0
6 z
i O
EXISTING GRADE 0
FULL DEPTH
GRANULAR PROPOSED GRADE
7 BACKFILL
EXISTING GRADES
N.P.= 915.00
9 L.F. 0.20% 150 L.F. 0.20% 18" R.C.P.
14.56
FULL DEPTH
/-GRANULAR
BACKFILL
�T
18 R.C.P. 15.4•
15.16 15.16
214 L.F. 0.21% 30" R.C.P.
15.00
L
.00
30 L.F.
0.20%
12" R.C.P.
1
30 L.F.
0.20%
30" R.C.P.
w
30" R.C.P.
1 4.52 14.4
Yes
18" R.C.P.
D SECTION 108
MET 109 w /MH
9.26
JLET 110 w /MH
z
0
I=
0
w
Ln
c0 0
ea
3H GUARD
JB 0N00
JI a1f10
T.C. =91
STREET A
CURB If
w
rn
II 0
6 z
i O
EXISTING GRADE 0
FULL DEPTH
GRANULAR PROPOSED GRADE
7 BACKFILL
Neu /M
15.00
EXISTING GRADE
14.56
52 L.F.
DESIGN
APPROVAL
214 L.F. 0.21% 30" R.C.P.
15.00
50 L.F.
0.20%
0.30%
14.40 14.50
1
30 L.F.
0.20%
30" R.C.P.
14.
.__&Mg.'
15" R.C.P.
30" R.C.P.
C. END SECTION
w
J
Z
CO
Ct
D
0
PROPOSED GRADE
9.26
CURB INLE
I
U
FULL DEPTH
GRANULAR
BACKFILL
NOO
216 L.F. 0.31% 15" R.C.P.
15.68
T.C. =91
STREET A
1518„
15.00
EXISTING GRADE
30 L.F.
0.30%
12" R.C.F.
52 L.F.
JD SECTION 104
JLET 103 w /MH
9.26
ANGLE AND
QUALITY OF PIPES
WILL REQUIRE
SPECIAL DESIGN
0
z
O
P.
0
w
co
n
O
CURB
CASTING
*R -3501 N
L
W
0
z
0
0
EXISTING
m
O_
0
GRADE
T.C. =91
STREET A
W
II
0
0 z
F- 0
0
_L DEPTH
ANULAR
CKFILL PROPOSED
GRADE
Yes
44 L.
12" to 21"
52 L.F.
DESIGN
APPROVAL
59 L.F.
Yes
0.30%
0.30%
MH /BOX
.__&Mg.'
15" R.C.P.
UM i
1 4.52 14.4
Yes
18" R.C.P.
18" R.C.P.
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"
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
EX. YARD INLET
VP
QO
I-
N
U
I. 1
I I I u) EXISTING GRADE
o:
F-CL
w
0
z
w
6
z
O
U
w/ TRASH GUA'
91 L.F.
PROPOSED GRA
14.13 0.30%
14.40
15" R.C.P.
N 2
Q PROPOSED
GASMAIN
15" R.C.P.
INV.= 914.13
(AS—BUILT)
920
S.
910
SCALE:
I-
.J o
DO
m Q
I
1"=50' HOR.
1"=5' VERT.
0
0
SCALE: 1"=50' HOR.
1"=5' VERT.
z
o
I- ry
z
0
u)
E
z
0
N)
930
920
910
DATUM ELEV
905.00
930
920
910
z
0
LO
III III III III III III III IN III III III III III III ■viii III III III ■II III 1111 III III II■i III III III III
920
910
930
920
910
SCALE: 1"=50' HOR.
1"=5' VE R T.
z
0
z
O
I- o
z
0
u)
V)
SCALE: 1"=50' HOR.
1 =5' VERT.
31
32
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
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 WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE:
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
4e No. s
19358
STATE OF
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SHEET NO.
C600
CONSULTING ENGINEERS LAND SURVEYORS
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