HomeMy WebLinkAbout06070029.14a
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NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.02'
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 FACILITII
AND STORM SEWERS IS 18" OR LESS."
E)
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
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 ".
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STRUCTURES
STRUCTURES
ANGLE AND
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LESS THAN 48"
GREATER THAN
QUAUTY OF PIPES CURB CASTING
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PIPE
FROM T/C TO
48" FROM T/C
WILL REQUIRE STEPS CASTING *3501 TL
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SIZE
INVERT
TO INVERT
SPECIAL DESIGN REQUIRED *R -3501 N do TR
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12" to 18"
24 "x24"
DESIGN
APPROVAL No Yes Yes
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APPROVAL
DESIGN
EXISTING GRADE
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18" to 21"
MH /BOX
APPROVAL Yes Yes Yes
- -
EXISTING GRADE
GRANUL4R
BACKFILL
EXISTING GR
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21" to 27"
24 "x36"
DESIGN
APPROVAL No No Yes
PROPOSED GR DE
PROPOSED GRADE
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FULL DEPTH
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12" to 24"
36 "x36"
DESIGN
APPROVAL No Yes Yes
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PROPOSED GR DE
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24" OR
LARGER
DESIGN
APPROVAL
DESIGN No No Yes
APPROVAL
4'469
53 .L.F.
09.00
1, 65%
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0.31% 0.30%
24" or
LARGER
MH BOX
DESIGN
APPROVAL Yes ** Yes Yes
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18" R.C.P. 12" R.C.P.
12" R•C,P.
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° PIPES NO LARGER THAN 18" CAN BE USED
IN THE 2' SIDE OF THIS BOX
SPECIAL NOTE-
INCOMING •Y INCOMING AND
OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE
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
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SPECIAL NOTE:
V /
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
SHEET NO.
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JOB NO. 46600S1