HomeMy WebLinkAbout05060041 C501 Sanitary Plan & Profile850
840
16 +00
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
LATERAL NOTES:
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.
GENERAL NOTES:
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 D.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 PONDING 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 t`_
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.
15 +00
14 +00
13 +00
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FINISHED FLOOR
ELEV. 853.50
AN
SO RM RW5 EEC ISL i AND (WE(45 S
STORNTE(H UND STORAGE
29 ROA6 x 12 CHAMBERS (14(}x90')
x 4 O
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2 y Z3 r
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00 �.1 7
TYPE
BEAN OUT
TC. 853.5
INV. BEV. 867.00
EAST 116th STREET
TYPE
BEAN CUT
1c. 851.0
INV. ELEV. 84
MTEC LAND EA
(S
SFORMT UHUERGROU STOR
19 ROW$ x 1 CW 7'iS (9 1'X80) T} AGE
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to {I, i, r s 4 7
OO FL•+ II 844. 1
FINISHED FLOOR
ELEV. 851.50
J
1
aGT
L
C'
STREET 1 "C"
La
gig 1
FINISHED FLOC
ELEV. 853 40
TYPE I
KM OUT
TC. 853`3
INV. ELEV. 847
11+00
10 +00
N
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STREET "E"
9 +00
z
Q
8 +00
7 +00
NG SANITARY MANHOLE
T.C. EEEV. 849.99
8ENCNWALL ELEV. 835.99
INV. 8' PVC E 835.56
INV. 8' PVC W. 835.51
CONTRACTOR MUST FIELD
VERIFY ELEVATION OF EXISTING
WATER MAIN AND FIBER OPTIC
PRIOR TO CONSTRUCTION.
6 +00
STREET "E"
.I..
18
COMPACTED
GRANULAR
BACKFILL
REQUIRED
INV. ELEV. 843.59
PROPOSED 15" RCP
INV. ELEV. 844.44
PROPOSED 15" RCP
/////7 41
PROPOSED 8" PVC SDR -3
(E) INV. ELEV. 837.39
"Bench wall must extend across the entire width
of the manhole with a grouted flow transition at
far wall to the top of bench wall"
352 LF OF 8" PVC SDR -35 1.57%
40.37
ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE
354 LF OF 8" PVC SDR -35 0.45%
72 LF OF 8" PVC
SDR -35 0.45%
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
COMPACTED
GRANULAR
BACKFILL
REQUIRED
I NIIN
CONTRACTOR TO CORE EXISTING MANHOLE AND REFER
TO CTRWD SPECS SHEET C901. CONTRACTOR MUST INSTAL
A BENCHWALL IN THE EXISTING MANHOLE WHICH SHALL
EXTEND TO THE CROWN OF THE HIGHEST INFLUENT PIPE.
CONTRACTOR MUST CONTACT CARMEL AFTER COMPLETION
ON FIRST JOINT TO OBTAIN AS -BUILT INVERT ELEVATION
OF THE CORE. AFTER COMPLETION OF WORK, CONTRACTOR
MUST VACUUM TEST MANHOLE.
354 LF OF 8" PVC SDR -35 0.45%
5 +00
850
840
860
4•SSD
n I!
UGE
Sanitary sewer shall be open cut for
installation and Contractor must keep
at least one travel lane open at all times
EXISTING 8" SANITARY MAIN
(E) INV. ELEV. 835.56
L. EXISTING 8" SANITARY MAIN
(W) INV. ELEV. 835.51
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REVISIONS
1/11/06 REVISED PER COMMENT
LETTER DATED 1/10 /06 AND ADDED
SHEET C402 MG
�N� F J kh,9
ti `�P. c. GtSTfRe O• 4, f
z. i No.
1. 10302066
-0% STATE OF
1/11/1111
DRAWING: 2308501
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: MG
SHEET NO.:
C501
i_ii TUBE FILE