HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. J1
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Sheet
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3006 —A
INDIANA
n
Description
C801
6
Precast Reinforced Concrete Manhole
C801
1
DATE:
6/30/03
Sheet
Detail
Number
n
Description
C801
6
Precast Reinforced Concrete Manhole
C801
1
Sanitary Sewer Bedding Detail
0801
10
Service Connection for Shallow Sewer
C801
11
Wye Lateral Capping Detail
C801
9
Service Connection for Deep Sewer
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ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKFILL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE:
6/30/03
PROJECT NO.:
1238.9006
DRAWN BY:
CWD
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N:\1238\9006\DWGS\C401-402.DWG
XREF: 9006BS.DWG
XREF: NOR— BS —E.DWG
XREF: SANITARY.DWG
SHEET NO.:
c z1 ci
910
905
900
895
890
885
880
875
870
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W
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"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. I
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUN
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE W` ENCING WORK.
O
a)
00
195'
0.45
8 -PVC
234'
m
Co
0.45%
FOR CONTINUATION SEE SHEET C402
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8 "PVC
CO
c,
0
CO
1.99%
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SA
00
\ITARY SEWER PLA
440'
ij
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rPh
N
CD
N
CO
0.45%
SA \ITARY SEWER PROFILE
FOR CONTINUATION SEE SHEET C402
1
I
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
8 "PVC
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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 FIELD
VERIFY ALL U11UTY 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 W'YE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
FOOT ATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEN TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WFII,CHEVER IS GREA I tfl, BL'T IN NO CASE SHOULD THE
END OF E LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILT NG LINE, 'JNLESS NOTED OTHERWISE. THE END OF
THE LA L SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE \NOTED.
1 Village of WestClay
1 FUTURE SEC]ILQN
8. LATERALS RUNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEN TO THE L111LI TY AND DRAINAGE EASEMENT
OF THE LOT, T IN NO CASE SHOULD THE END OF THE
LATERALS BE OSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
Village of WestClay
FUTURE SECTION
SCALE: 1 =50'
LLJ
0
1 SO
SCALE HORZ.:
..3 .,A.
CL Co
910
so
0
N
905
900
895
890
885
12' STUB 0.45%
OF 8" PVC
880
875
870
i
No.
9 5000 28
STATE OF
C AF !N DI
SS /ONA t \\\s
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DATE:
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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.corn
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