HomeMy WebLinkAboutConstruction Plans C401 Sanitary Sewer Plan & Profiles- I
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BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
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Descr
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Precast Reinforced Concrete Manhole
C801
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Sanitary Sewer Bedding Detail
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Sh ee t
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Descr
C 8 01
6
Precast Reinforced Concrete Manhole
C801
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Sanitary Sewer Bedding Detail
C801
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Service Connection for Shallow Sewer
C801
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Wye Lateral Capping Detail
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ALL SANITARY SEWER LATERALS TO HAVE
FULL DEPTH COMPACTED GRANULAR BACKFILL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE
11/26/03
PROJECT NO
1238.9005
DRAWN BY
DCC
CHECKED BY
SHEET TITLE
SANITARY SEWER
PLAN PROFILE
DRAWING FILES
N: \1238 \9005 \DWGS \C401- 402.DWG
XREF: 9005 BS.DWG
XREF: 9006 —B— BS.DWG
XREF: NOR— BS.DWG
SHEET NO
C40
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915
910
905
900
895
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885
880
875
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NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF
PROPOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, -M-AP NUMBER 18057CO2026F.
10' STUB OF 8" PVC 0.45%
CAP SEAL
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204'
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8 "PVC
IP PROFILE
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172'
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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
TBM #44
USGS BENCHMA
CUT "X" NORTH BO T BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. 00' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
CONNECT TO EXISTING
CONTRACTOR TO FIELD
VERIFY INVERT PRIOR TO
CONSTRUCTION.
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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 HELD
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 RIGHT OF WAY BUST BE MECHANICALLY
COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSING CLOSER THAN 8 INCHES IN
SEPARATION REQUIRES CONCRETE ENCASEMENT.
03
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W W W
SCALE: 1"=50'
EX. 8" PVC (N)
EX. 8" PVC (NE)
--12" OF EXISTING
8" PVC STUB 0 45%
HORZ.: 1"=50'
SCALE:
915
910
905
900
895
890
885
880
875
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0000075
STATE OF
A/DIAN P
ss /ANAL c4'
uNr111IInlitk os
DATE. 2/18/04
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
0 COPYRIGHTED BY THE SCHNEIDER CORP (2003)
‘Ib
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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