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NO —SCALE
STR. NO. 167
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12" R.C.P.
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18" R.C.P.
MH /BOX
DESIGN
APPROVAL
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Yes
21" to 27"
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FULL DEPTH
No
No
EXISTING GRADE 12" R.C.P.
12" to 24"
36 "x36"
DESIGN
APPROVAL
IN..= 912.14 W
Yes
GRANULAR BACKFILL
24" OR
DESIGN
FULL DEPTH
DESIGN
_
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LARGER
APPROVAL
J
APPROVAL
No
GRANULAR BACKFILL
Yes
24" or
LARGER
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MH /BOX
DESIGN
APPROVAL
Yes **
Yes
Yes
0.30% 24" R.C.P.
30 L.F
190 L.F. 0.31% 18" R.C.P.
63 L.F.
4" ORAFICE
152 L.F. 0.30% 24" R.C.P.
190 L.F.
(SEE DETAIL
53 L.F.
155 L.F. 0.27% 24" R.C.P.
36 L.F.
0.30%
11. 7
0.21% 11
12" R.C.P.
0.31%
910.7
10.13
10.79
18" R.C.P.
? - INV.= 911.37 W
09.00
09.14
24" R.C.P.
24" R.C.P.
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PROPOSED WATER
PROPOSED WATER
8" SDR -35 P.V.C.
ItIV.= 906.52 Q
8" SDR -35 P.V.C.
INV.= 901.53 Q
920
FULL
GRAN
910
920
PLATE
910
TOP VIEW
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FO EXTEND TO INSIDE
DIAMETER OF BELL —END.
NOTE:
ORIFICE PLATE TO BE INSTALLED
IN THE BELL END OF THE CONCRETE
END SECTION AND EPDXY IN PLACE
PRIOR TO CONNECTING TO SPIGET
END OF LAST JOINT OF PIPE.
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INV.= 911.37
Yes
12" R.C.P.
s11.3
18" R.C.P.
MH /BOX
DESIGN
APPROVAL
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Yes
21" to 27"
1 .14
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18" to 21"
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MH /BOX
DESIGN
APPROVAL
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Yes
Yes
21" to 27"
1 .14
s11.es
0.25%
DESIGN
APPROVAL
No
No
EXISTING GRADE 12" R.C.P.
12" to 24"
36 "x36"
DESIGN
APPROVAL
IN..= 912.14 W
Yes
18" R.C.P.
24" OR
FULL C
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EXISTING GRA
SPECIAL DESIGN
REQUIRED
15" R.C.P.
20 L.F.
12" to 18"
INV.= 912.14
0.99% 912.4
912.4
18" R.C.P.
12" R.C.P.
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SCALE: 1"= 50'
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° No. s -
19358
o ` STATE OF
ONAL
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ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
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 STORM SEWER CASTINGS SHALL BE STAMPED
"DUMP NO WASTE — DRAINS TO WATERWAY"
CURB INLET TABLE
STRUCTURES
STRUCTURES
ANGLE AND
Y
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LESS THAN 48"
GREATER THAN
QUALITY OF PIPES
CURB
w
PIPE
FROM T/C TO
48" FROM T/C
WILL REQUIRE
STEPS
CASTING
Q
SIZE
INVERT
TO INVERT
SPECIAL DESIGN
REQUIRED
*R -3501 N
0
12" to 18"
24 "x24"
J
DESIGN
APPROVAL
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Yes
18" to 21"
N
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° No. s -
19358
o ` STATE OF
ONAL
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U
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
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 STORM SEWER CASTINGS SHALL BE STAMPED
"DUMP NO WASTE — DRAINS TO WATERWAY"
CURB INLET TABLE
• 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.
V)
STRUCTURES
STRUCTURES
ANGLE AND
�
I
LESS THAN 48"
GREATER THAN
QUALITY OF PIPES
CURB
CASTING
PIPE
FROM T/C TO
48" FROM T/C
WILL REQUIRE
STEPS
CASTING
*3501 TL
SIZE
INVERT
TO INVERT
SPECIAL DESIGN
REQUIRED
*R -3501 N
& TR
12" to 18"
24 "x24"
J
DESIGN
APPROVAL
No
Yes
Yes
12" to 21"
30 "x30"
DESIGN
APPROVAL
No
Yes
Yes
18" to 21"
N
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
21" to 27"
24 "x36"
Z_
DESIGN
APPROVAL
No
No
Yes
12" to 24"
36 "x36"
DESIGN
APPROVAL
No
Yes
Yes
24" OR
DESIGN
DESIGN
�
H
LARGER
APPROVAL
J
APPROVAL
No
No
Yes
24" or
LARGER
Ln
Z
MH /BOX
DESIGN
APPROVAL
Yes **
Yes
Yes
• 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.
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SHEET NO.
C601
JOB No' 47175S2