HomeMy WebLinkAbout04100003 VOWC Sect 5002, Construction Plans, pg 11NOTE THE FOLLOWING SANITARY LATERALS WERE
BUILT WITH WestClay SECTION 5003 5001.
WYE/LAT. DISTANCE
DIRECTION TO
LOT
FROM DOWNSTREAM M H
DOWNSTREAM MH
503
2 +85
5
512
2 +81
C802
542
0 +93
C802
543
1 +44
C802
544
1 +93
545
0 +40
546
1+66
547
0 +55
11 o'IFIF
548
0 +73
DATE:
10/05/04
Sheet
Detail
Description
P
C802
1
Precast Reinforced Concrete Manhole
C802
5
Sanitary Sewer Bedding Detail
7
C802
6
Service Connection To Main Sewer
C802
7
Wye Lateral Capping Detail
C802
8
Concrete Drop Manhole
11 o'IFIF
ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKFILL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE:
10/05/04
PROJECT NO.:
1238.5002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N: \1238 \5002 \DWGS \C401.DWG
XREF: 5002 BS.DWG
XREF: 5001 BS.DWG
XREF: 5003 BS.DWG
XREF: SANITARY.DWG
SHEET NO.:
c z1 oi
a t...'
ILIFJC-IENTID
Existing Grade
New Grade
7
Granular Backfill
484
WYE LAT
0 +67
WYE LAT.
0 +65
WYE LAT.
0 +20
WYE LAT.
0 +93
WYE LAT.
1 +19
WYE LAT.
0 +34
WYE LAT.
485 0 +83
WYE LAT.
0 +81
WYE LAT.
0 +91
WYE LAT.
0 +36
GREENCROFT STREET
STREET
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OMMONS
22' OF 12" RCP
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4 Po F-
102'
0.45% 8 'PVC
123'
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GIG 1O 11 JJGS
1.
'IT'S THE LAW" 6
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE 7.
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.
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 0.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.
ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
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.
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
SCALE: 1 =50'
HORZ.: 1 =50'
SCALE:
VERT.: 1"=5'
920
915
910
905
900
895
890
885
880
O
W
Clf
014 T B o
No.
0000075
o
STATE OF
%ASS /QNAL
,E44,6404
DATE: 10/05/04
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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
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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