HomeMy WebLinkAboutC600 Storm Sewer Plan & ProfileC. END SECTION
N
W
__1
tc) ri PROPOSED GRADE m
in Z
0 EXISTING GRADE
T.C. 913.20
ATHERMOOR PA
1
f-
N W
M z
rn FULL DEPTH
gACKFILLR Q cL
T.C.=91 2.00
JOO
U
47
1.00%
07.99
2 1 RC
L.F.
08.46
150 L.F. 0.25% 21" R.C.P.
167 L.F. 0.84%
6 0
162 L.P.
07.29
A
164 L.F. 0
0.67% 21" R.C.P.
223 L.F.
07.99
z
y.48 't
08.83
08.46
09.27
z
07.88
STUB 8 L.F.
N. 14 0.2
Yes
.50
OFROPOSED
WATER
24" R.C.P. NE.
IN V.=907.88
MH /BOX
DESIGN
APPROVAL
Yes
GeI
II
U
i
0 5'16 •0 1
1
z
FULL DEPTH
GRANULAR PROPOSED GRADE
BACKFILL
0
1 Q
i X
EXISTING GRADE
..1.1.6="0"1
293 L.F. 0.30% 24" R.C.P.
1 45 L.F. 0.70% 15" R.C.P.
1o.so
,9
R.C.P. NW.
R.C.P. SW. J�
1.= 907.88
167 L.F. 0.84%
6 0
162 L.P.
07.29
A
164 L.F. 0
EX. 36" R.0
INV. =90
y.48 't
0 L.F.
0
5" R.C.P
5
09.27
z
07.88
07.88
Yes
PROPOSED
WATER
24" R.C.P. NE.
IN V.=907.88
MANHOLE 2
0
F-
4 W
J
Z
11 EXISTING GRADE o
U O%
PROPOSED GRADE Q
0 5'16 •0 1
CO
1
N)
N
W
J
Z
0
Q
05'Z L6 ='0'1
007 1711MI1 (111\/
CURB
CASTING
*R -3501 N
293 L.F. 0.30% 24" R.C.P.
I 1
GRADE
R.C.P. NW.
R.C.P. SW. J�
1.= 907.88
08.76
07.88
6 0
162 L.P.
07.29
A
STUB 8 L.F.
N. 0 0.3
12" to 21"
30 "x30"
DESIGN
APPROVAL
PIPE
SIZE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
0)
II
EXISTING GRADE
CO
1
N)
N
W
J
Z
0
Q
05'Z L6 ='0'1
007 1711MI1 (111\/
CURB
CASTING
*R -3501 N
CASTING
*3501 TL
TR
PROPOSED
12" R.C.P
GRADE
R.C.P. N.
R.C.P. E.
907.29
No
6 0
162 L.P.
07.29
A
09.50.
12" to 21"
30 "x30"
DESIGN
APPROVAL
No
Yes
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
920
910
Pr)
N
F-- 0
LU
J
z_
N)
N
I— 0
win
_J
Z W
CO o f l Q
SCALE: 1"=50' HOR.
1 =5 VERT.
P. W.
P. S.
7.39
15
24
IN
7
1
920
910
1
1
1
1
SCALE: 1"=50' HOR.
1 =5' VERT.
N)
SCALE: 1"=50' HOR.
1 =5' VERT.
920
910
21" R.0
920
910
36
36
IN
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
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
SCALE: 1"=50' HOR.
N
1"=5' VERT.
N
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 -N
CURB INLET TABLE
03
21"
5%
SCALE: 1 50'
%IIII111111
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1STE `�y`�
Z Q No. s=
19358
-o STATE OF o
AN AS
-14 1 1111111 110
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.
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ENGINEERS LAND SURVEYORS
CONSULTING
REVISIONS
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HEATHERMOOR PARK DRIVE NORTH m
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920
910
Pr)
N
F-- 0
LU
J
z_
N)
N
I— 0
win
_J
Z W
CO o f l Q
SCALE: 1"=50' HOR.
1 =5 VERT.
P. W.
P. S.
7.39
15
24
IN
7
1
920
910
1
1
1
1
SCALE: 1"=50' HOR.
1 =5' VERT.
N)
SCALE: 1"=50' HOR.
1 =5' VERT.
920
910
21" R.0
920
910
36
36
IN
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
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
SCALE: 1"=50' HOR.
N
1"=5' VERT.
N
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 -N
CURB INLET TABLE
03
21"
5%
SCALE: 1 50'
%IIII111111
,,,,,.`s STOEPp6. i
1STE `�y`�
Z Q No. s=
19358
-o STATE OF o
AN AS
-14 1 1111111 110
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.
0
W
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a_
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SHEET N0.
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w
0
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0
ENGINEERS LAND SURVEYORS
CONSULTING
REVISIONS