HomeMy WebLinkAbout04070007 C401 Sanitary Sewer Plan & ProfileI
1
a I
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
Sheet
Detail
Number
f
C801
6
Precast Reinforced Concrete Manhole
C801
9
Sanitary Sewer Bedding Detail
r
DATE:
7/2/04
Sheet
Detail
Number
Description
C801
6
Precast Reinforced Concrete Manhole
C801
9
Sanitary Sewer Bedding Detail
1
C
10
r Shallow Sewer
C
1
WSeyrevic; Lateral Capping Detail
INTOTh,
ALL SANITARY SEWER LATERALS TO HAVE
FULL DEPTH COMPACTED GRANULAR BACKF1LL
FROM RIGHT OF WAY TO RIGHT OF WAY.
ILIF.,-TENria
DATE:
7/2/04
PROJECT NO.:
1238.9007
DRAWN BY:
DCC
CHECKED BY:
SHEET TULE:
SANITARY SEER
PLAN PROFILE
DRAWING FILES:
N:\1238\9007\DWGS\C401.DWG
XREF: 9007—BS.DWG
XREF: 9004—BS.DWG
XREF: 9006—B—BS.DWG
XREF: SANITARY.DWG
SHEET NO.:
C Li
a
.4-.111m
ILIF.,-TENria
Existing Grade
New Grade
Granular Backfill
WYE LAT.
4+35
WYE LAT.
3+74
WYE LAT.
2+76
WYE LAT.
1+56
WYE LAT.
0+48
WYE LAT.
1+73
WYE LAT.
0+70
DERRY
WYE 8c LAT.
3+54
WYE LAT.
1+19
WYE LAT.
1+57
WYE LAT.
0+44
WYE LAT.
121 1+42
WYE LAT.
0+09
WYE LAT.
0+43
915
910
905
900
895
890
885
880
875
LL1
:27
<lc
22E
CY.
F--
:2:
C/D
CK)
Co
0 0
6
436'
SA\1TARY SEWER PLA\
1.00%
8"PVC
SAMTARY SEWER PROFILE
LLJ
:27
<C
C/D
cl=
FIELD VERIFY
EX. 8" D.I. WATER MAIN
893.7±
RELOCATE IF REQUIRED
224'
CNI
0.75%
8"PVC
L1J
22:
<lc
:2:
C/1
LSD
CZD
ItY
CID
0000
LCD
CZD
Cd
CD 00
CO
LCD
CZD
c-d
GO
GO
:2:
211'
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
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571-2648 FOR
FIELD LOCATIONS OF CITY WATER MAINS.
0.45%
R TO FIELD
RI PRIOR TO
ION.
8"PVC
CONNECT TO EXISTING!
OTIENTIEIRAIL, INCYTIES
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 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.
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.
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
HORZ.:
SCALE: VERT.:
SCALE: 1"=
L _J
LL_I
915
910
905
900
12" OF EXISTING
8" PVC STUB 0.45%
1 "=50'
1" 5'
895
890
885
880
875
E 44,4.041 3.1.1-.
DATE: 7/02/04
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. (2004)
‘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.corn
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