HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 13DATE:
10/31/03
a
1
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N: \1238 \1003 \DWGS \C401- 402.DWG
XREF: 1003— BS.DWG
XREF: 1004— ABS.DWG
XREF: 1002 BS.DWG
XREF: SANITARY.DWG
SHEET NO.:
C40
I
DATE:
10/31/03
PROJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N: \1238 \1003 \DWGS \C401- 402.DWG
XREF: 1003— BS.DWG
XREF: 1004— ABS.DWG
XREF: 1002 BS.DWG
XREF: SANITARY.DWG
SHEET NO.:
C40
17775" RCP
I \1 1\ 1
Future A Village of WestClay A SECTION 10002 A, (BRENWICK TND COMMUNITIE LLC)
SA\TAPY SEWER RLA\
EXISTING
Village of WestClay
SECTION 10004—A
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.
1 P,�IE
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 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.
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
Sheet Detail Descri R
ti
o____on n
Number
C802 1 Precast Reinforced Concrete Manhole
C802 5 Sanitary Sewer Bedding Detail
C802 6 Service Connection for Main Sewer
C802 7 Wye Lateral Capping Detail
ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKALL
FROM RIGHT OF WAY TO RIGHT OF WAY.
IN ADDITION, ALL BACKFILL WITHIN RIGHT
OF WAY MUST BE MECHANICALLY
COMPACTED IN LIFTS.
SCALE: 1"=50'
910
905
900
895
890
885
880
875
870
352'
0.45%
8 "PVC
w
0
Cr)
ONO
w
(n
(_3
z z
20.5'
0.45%
EX. 12" RCP
INV- 891.1±
8 "PVC
SA\TARY SEWER PROFILE
0
N
343'
0.45%
CONNECT TO
EXISTING
8 "PVC
CONTRACTOR TO FIELD
VERIFY INVERT PRIOR
TO-CONSTRUCTION,
I� I R,GL1E
Existing Grade
New Grade
Granular Backfill
CO 00 co
N00
N 00 00
cO o O
zZo
zz
w
O
Chf
(f)
O
w
EX. 8" PVC (NE)
48' OF EXISTING
8."..... PVC .....STUB ....Q._4.5.
EX. 8" PVC
NW)
HORZ.: 1 =50'
SCALE
VERT.: 1"=5'
910
905
900
895
890
885
880
875
870
V
No.
0000075
STATE OF 4/
/111NIIIiiiitlo
DATE: 11/12/03
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. (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.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering