HomeMy WebLinkAboutConstruction Plans C402 Sanitary Sewer Plan & ProfileDATE.
11/26/03
Sheet
Number
Description
C801
6
Precast Reinforced Concrete Manhole
C801
9
Sanitary Sewer Bedding Detail
C801
10
Service Connection for Shallow Sewer
C801
11
Wye Lateral Capping Detail
INICYTIE
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.:
C402
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, MAP NUMBER 18057CO2026F.
915
910
905
900
895
890
885
880
875
0)
01
SA\TAPY S
SA
N1TARY SEW
W
R PLA\
CONNECT TO EXISTING
EX. 8" PVC (NE)
-R PROFILE
C/)
X
W
1 1
1
1 I
1-
152'
0.45%
12" OF EXISTING
8" PVC STUB 0.45%
O
8 "PVC
z (JD
CO 00
N
r` c
Cn 00
CD CO
t\ 00
c d
a) 0
00
F z z
2 35'
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
MOM
"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.
IBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893,39
18" RCP
CONCRETE CRADLE
REQUIRED
1
Existing Grade
New Grade
Granular Backfill
CDT=
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 RIGHT OF WAY BUST BE MECHANICALLY
COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSING CLOSER THAN 8 INCHES IN
SEPARATION REQUIRES CONCRETE ENCASEMENT.
SCALE: 1 =50'
w
CONTRACTOR TO HELD
VERIFY INVERT PRIOR TO
CONSTRUCTION.
18" RCP
8 "PVC
HORZ.: 1"=50'
SCALE
VERT.: 1"=5
915
910
905
900
895
890
885
880
875
U
w
CL
W
w
0
w
w
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.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
‘b,
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