HomeMy WebLinkAboutC401 Sanitary Sewer Plan & ProfileI LI11N1DVID I F� rAIOLS
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
Sheet
Wesi
V02
INDIANA
Description
P
C802
1
Precast Reinforced Concrete Manhole
C802
5
I
I LI11N1DVID I F� rAIOLS
7
Sheet
Detail r
Numbe
Description
P
C802
1
Precast Reinforced Concrete Manhole
C802
5
Sanitary Sewer Bedding Detail
C802
6
Service Connection for Shallow Sewer
C802
7
Wye Lateral Capping Detail
C802
6
Service Connection for Deep Sewer
I Th
ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKFILL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE:
3/1 /04
PROJECT NO.:
1238.V02
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N: \1238 \V002 \DWGS \C401. DWG
XREF: V02- BS.DWG
XREF: 1009BS.DWG
XREF: 3004BS.DWG
XREF: 1201BS.DWG
XREF: MID -BS -E.DWG
XREF: SANITARY.DWG
SHEET NO.:
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910
905
900
895
890
885
880
875
870
FUTURE
Village of-Gle
�s
EXISTING
Village of WestClay
SECTION 12001
TBM X44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
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EXISTING
Village of WestClay
SECTION 3004 VILLAGE
CENTER, PART 1
TARY S
221'
0.45%
ITARY SEW
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-R PROFILE
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EX. 30" RCP
INV- 885.0±
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EXISTING
Village of WestClay
SECTION 12001
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0.45%
EXISTING
Village of WestClay
SECTION 10009
RC-
Existing Grade
New Grade
Granular Backfill
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
8 "PVC
-ia �<CY
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE
END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF
THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
9. ALL BACKFILL WITHIN RIGH -OF -WAY MUST BE
MECHANICALLY COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
SCALE: 1"=50'
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CONNECT TO EXISTING
CORE—DRILL REQ'D.
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SCALE
VERY.. 1 -5
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EX. 15" PVC
EX. 18" PVC
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CO
,01111
4 1/4
1 ST
No.
0000075
STATE OF
S
�ONAL
1h11 /11 11111111111 110
DATE: 3/1/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
‘b
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. sch n eidercorp. corn
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