HomeMy WebLinkAbout05060041 C502 Sanitary Plan & Profilez
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COMPACTED
GRANULAR
BACKFILL
REQUIRED
PROPOSED 8
WATERMAIN F /Z
PROPOSED 15" RCP
PI
INV. ELEV. 842.56 IN
1 838,14
ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE.
T 1
140 LF OF 8" PVC
SDR -35 0.45%
1
23LFOF8 "PVC
SDR -35 0.45%
1
I
1
D. OSC7 STA
SAN. M.H. NO. STUB STA
IT.C. ELEV. 849.1
-LS'99
BENCHMARK
RM 209 -1. CHISELED SQUARE CUT IN SOUTHERN DOWN STREAM
HEADWALL OF CSX RAILROAD (NOW MONON TRAIL). CULVERT
FOR CARMEL CREEK
ELVE. 829.43
1. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
2. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION
CONNECTED TO THE WYE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED.
3. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND TO WITHIN
5 FEET OF THE BUILDING LINE.
4. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO
THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER.
5. CONTRACTORS SHALL LAV 14 GAUGE STRANDED WIRE THE ENTIRE LENGTH OF
THE LATERAL. WIRE IS TO BE PLACED ON TOP OF THE LATERAL. THE DISTRICT
INSPECTOR WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, BEDDING IS TO
BE PLACED ON TOP.
1. ANY PIPE INSTALLED AT LESS THAN MINIMUM GRADE AS SPECIFIED BY TEN STATES
STANDARDS WILL NOT BE ACCEPTED BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT.
2. ALL SANITARY SEWER WITH LESS THAN 6.5 FEET OF COVER TO HAVE AT LEAST
ONE INFILTRATION /EXFILTRATION TEST AFTER ALL UTILITIES HAVE BEEN
INSTALLED. THIS DCAM REQUIREMENT WILL BE COMPLETED PRIOR TO ACCEPTANCE FOR
PUBLIC MAINTENANCE UNLESS WAIVED BY DCAM.
3. S.E. EXCLUSIVE SANITARY SEWER EASEMENT D. U.E. DRAINAGE AND UTILITY
EASEMENT O.S.& U.E. DRAINAGE, SANITARY SEWER AND UTILITY EASEMENT
4. MANHOLES PROPOSED TO BE INSTALLED IN UNPAVED AREAS SHALL BE CONSTRUCTED
SUCH THAT THE TOP OF CASTING (T.C.) IS A MINIMUM OF THREE (3) INCHES ABOVE
THE FINISHED GRADE TO PREVENT POND1NG OF WATER OVER THE CASTING. POSITIVE
DRAINAGE AWAY FROM THE MANHOLE SHALL BE PROVIDED.
5. THE LOWEST FINISHED FLOOR ELEVATION SERVED MUST BE ONE (1) FOOT ABOVE THE
TOP OF CASTING (T.C.) OF EITHER THE UPSTREAM OR DOWNSTREAM MANHOLE PER
SECTION 13.02.A.2 OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARDS FOR THE
DESIGN AND CONSTRUCTION OF SANITARY SEWERS, MAY 1989.
NORTH
1" 50' HORIZ.
1" 5' VERT.
870
850
GENERAL NOTES:
840
PROPOSED 8" PVC SDR- 35 ----1
(W) INV. ELEV. 838.36
PROPOSED 8" PVC SDR -35
(S) INV. ELEV. 837.29
5 +00
LATERAL NOTES:
122 LE OF8 "PVC
SDR -35 0.45%
6 +00
PROPOSED 8" PVC SDR -35
(E) INV. ELEV 838.14
7 +00
4 111111110
4' FENCE REDO. 7t
11111111111111111111111111111111111111111111 111111111111111111111b, I111111111111111111111b,
D FLOOR
1.50 i OUT
TG 851.0
S1EAN OUT
TC. 851.0
FM MEV. 84600
T7PE I
CLEAN OUT
TG 851.0
11V. E3EV.
O
aw OUT
TG 8683
INV ELEV.
NORM d. I
PRO°OSED POOL E IDEimii0N AREA �a3
84$90
2 YR. FL000 ELEX 843.40 $S6
10 YR. F1000 f1£V.. 844.91 f335
100 1R Q1Tcl1 aEv R.00D ELEV. a 83 84 4.00
Ml. 88.92 -636'637
10P OF WAL. I £V, B40.00
SO' BUILDING UNE
STREET "H"
rivE
BEAN OUT
TO. 851.0
1dY. EUEV. 845.00
STREET "f'"
8 +00
366 LF OF 8" PVC SDR -35 0.45%
ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE.
9 +00
g§
o
t
8
g
gi
10 BUILDING UNE
1 8"
INV. ELEV. 842.50
COMPACTED
GRANULAR
BACKFILL
REQUIRED
7 PROPOSED 8"
AD 18" RCP
842.60
COMPACTED
GRANULAR
BACKFILL
REQUIRED
>33,9.69
153 LF OF 8" PVC SDR -35 0.45%
10 +00
IMO 11 11111111111111111.1VereiroWoriirâ– WAWA
11+00
8,141 4R
870
0 860
co
w
w
850
CONTRACTOR MUST PLUG
AND SEAL END OF STUB
PROPOSED 8" PVC SDR -35
(E) INV. ELEV. 840.58
STUB 5 LF 0.45%
FOR FUTURE CONNECTION
-NO PROFILE-
PROPOSED 8"
(N) INV. ELEV.
PVC SDR -3
838.04
PROPOSED 8" PVC SDR -35
(W) INV. ELEV. 837.94
870
860
850
5 +00
6 +00
P1
L
PRIOR TO BACKFILLING, CONTRACTOR MUST COORDINATE WITH
SURVEYOR TO OBTAIN AN UPSTREAM AS -BUILT INVERT ELEVATION AND
ACCURATE HORIZONTAL LOCATION. CONTRACTOR TO MARK END OF
STUB LOCATION WITH PAINTED GREEN 2 "X4
OPOSED 18" RCP
V. ELEV. 841.97
CONTRACTOR MUST PLUG
AND SEAL END OF STUB
1-
W H
W
2
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REVISIONS
SHEET NO.:
TUBE FILE
w
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1/11/06 REVISED PER COMMENT
LETTER DATED 1/10/06 AND ADDED
SHEET C402 MG
DRAWING: 2308501
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: MG
C502
SANITARY PLAN AND PROFILE
CARMEL, INDIANA
EAST 116th STREET COLLEGE