HomeMy WebLinkAbout06070029.15920
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SCALE: 1"=50' HOR.
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95 L.F.
Yes
INV. =909.
DESIGN
12" R.C.P.
..... ..........
24"
PROPOSED GRADE
LARGER
i
FULL H
APPROVAL
INV.
=909.
Yes
24" or
LARGER
MH /BOX
DESIGN
APPROVAL
Yes **
Yes
GRANOLA BACKFILL
37
9
L.F. 0.25% 21" R.C.P.
345 L.F. 0.25%
,F.
21" R.C.P.
356 L.F. 0.25%
5%
24" R.C.P.
75 L.F.
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10 5 L.F. 0.25% 27" R:C:
82 L.F.
5" R.C.
0.25%
0.29%
12" R.C.P.
907.81 27" R.C.P. 907.60
INV.= 909.15 S
12" R.C.P.
24" R.C.P.
INV.= 908.26 S
8" SDR -35 P.V.C.
INV.= 905.38
920
910
SCALE: 1"=50' HOR.
1 " =5' VERT.
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SPECIAL DESIGN
ROPOSED GRADE
*R -3501 N
& TR
12" to 18"
EXISTING GRAD
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{ FULL DEPTH
12" to 21"
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GRANULAR BACKFILL
PROPOSED GRADE r�F-�
No
Yes
24" R.C.P.
18" to 21"
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19 2
INV. =908.2
EXISTING
GRAD
Yes
Yes
FULL DEPTH
24 "x36"
Z
DESIGN
APPROVAL
No
No
GRANULAR BACKFILL
12" to 24"
21"
R.C.P.
DESIGN
APPROVAL
No
95 L.F.
Yes
INV. =909.
DESIGN
12" R.C.P.
�
24"
R.C.P.
LARGER
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APPROVAL
INV.
=909.
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5 E
920
910
SCALE: 1"=50' HOR.
1 " =5' VERT.
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STRUCTURES
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SPECIAL DESIGN
ROPOSED GRADE
*R -3501 N
& TR
12" to 18"
EXISTING GRAD
.... .........
No
Yes
{ FULL DEPTH
12" to 21"
30"x30"
GRANULAR BACKFILL
DESIGN
APPROVAL
No
Yes
24" R.C.P.
18" to 21"
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19 2
INV. =908.2
DESIGN
APPROVAL
12" R.C.P.
Yes
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NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.02'
STOEPp,
19358
-o STATE OF
so•.......... - G �.
"N,,1S�ONAL1'EN
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
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
NOTE:
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE — DRAWS 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.
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STRUCTURES
STRUCTURES
ANGLE AND
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LESS THAN 48"
GREATER THAN
QUALITY OF PIPES
< PO
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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"
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"
Z
DESIGN
APPROVAL
No
No
Yes
12" to 24"
36"x36"
L"
DESIGN
APPROVAL
No
Yes
Yes
24" OR
DESIGN
DESIGN
�
LARGER
APPROVAL
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Z
APPROVAL
No
No
Yes
24" or
LARGER
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
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