HomeMy WebLinkAbout07 Storm Sewer Plan & Profiles865
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\03146 \conjlans \03146sm.dg
5/27/2004 3: 10: 08 PM
SEE SHEET 15 FOR DETAILS ON STROCTURE 111
to
11
a
V
A
V 0
EXISTING
GROUND
NP 840.
INV 840.00
INV
INV 841.50
840.00 SUMP
INV
840.50
TC 845.00
70 LF OF 15" RCP
01.14%
BOX STRUCTURE
9 "x18" RECTANGULAR HOLE
INV
842.50
INV
842.50
INV 842.50
END SECTION
EXISTING GROUND
236 LF aF 18" RCP
U" ATER
CROSSING
INV 842.0
INV INV
844.86 844.86
INV/
845.( 3
28 LF OF 18" RCP
0.6(
TC 851.50
DOUBLE INLET
CURB INLET
TC 851.50
DOUBLE INLET
CURB INLET
1NV INV
845.03 845.36
TC 852.40
MANHO rE
SOLID LID
INV
845.36
74 LF OF 18" RCP
0.45%
GRANULAR
BACKFILL
REQUIRED
<NNW
PROPOSED GRADE
200 OF 18 RCP 0.45%
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS
3. FOR THIS PROJECT ALL CASTING TYPES AND STORM SEWER
CONSTRUCTION IS TO BE CONSTRUCTED IN COMPLIANCE WITH
THE LOCAL GOVERNING AGENCY, IF NOT NOTED OTHERWISE
IN THESE PLANS.
4. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLET (UPSTREAM END)
STORM SEWER GENERAL NOTES
r .rte
54 LF OF 18" RCP
0.35%
846.26
SANITARY
CROSSING
INV 842.0
TC 850.50
INLET BEEHIVE
MANHO.E
TC 850,60
DOUBLE INLET
CURB INLET
10?
TC 850.60
DOUBLE INLET
CURB INLET
28 LF OF 15" RCP
0.55%
2' NON- ACCESS EASEMENT
EXISTING
GROUN
PROPOSED GRADE
INV 851.50
END SECTION
WATER
OSSING
NOTE: WATER MAIN SHALL BE 24" BELOW
ALL STORM SEWER CROSSINGS.
85 LF OF 12" RCP
0.B9%
109
INV 85
END SE
2.00
TION
SCALE:
1 -5' VERT.
HOR.
"DON'T DIG BLIND"
1- 800 382 -5544
CALL BEFORE YOU DIG
LINE
STREET NAME
CHATEAUX DRIVE
865
860
855
850
845
840
835
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