HomeMy WebLinkAboutC603 Offsite Storm Sewer Plan & Profile905.24
s
W
z
400 L
0.28%
18" R.C.P
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOT- SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
904.14
41 ST S:TRE
400 L.F.
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 FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
EXISTING POND
N.P.= 899.60
0.28%
18" R.C.P
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903 04
400 L. F
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.83 L.F
0.28%
900.88
27" R.C.P
FULL DEPTH
GRANULAR BACKFILL
0.28%
295 L.F.
1
0
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
0.28%
18" R.C.P
27" R.C.P.
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27" R.C.P.
386 L. F
69 L.F.
0.28%
920
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18" R.C.P
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