HomeMy WebLinkAboutSite Plans 6 of 10 Utility PlanEXISTING
UTILITY COMPANIES
AMERITECH
5858 N. COLLEGE AVENUE
INDIANAPOLIS, IN 46220
(317) 252 -4274
INDIANAPOLIS WATER COMPANY
1220 WATERWAY BOULEVARD
INDIANAPOLIS, IN 46205
(317) 263 -6446
ATTN.: MARK SHOCKLEY
VECTERN ENERGY
16000 ALLISONVILLE ROAD
NOBLESVILLE, IN 46060
(317) 776 -5573
ATTN.: JIM SCOTT
AES'IPALCO
3600 N. ARLINGTON AVENUE
INDIANAPOLIS, IN 46218
(317) 261 -5277
ATTN.: NORM SCHOPPENHORST
GAS UNE
FI FCTRICAL UNE
TELEPHONE UNE
WATER UNE
SANITARY SEWER UNE
STORM SEWER UNE
ARE HYDRANT
REDUCER
WATER METER
POWER POLE
SANITARY CLEAN OUT
SANITARY SEWER MANHOLE
sT STORM SEWER MANHOLE
STORM INLET
NOT
OFFSITE IS UNDER CONSTRUCTION.
CURBING SHOWN BED l _NST_
JECT TO CHANGE.
PROPOSED
INV. 889.94
INV. NE= 887.53
Right -of -Way Line
N 89° 05'48 "E
206.76'
Street
Lic)
ITARY C.O.
INV.NE =889 9
=889.86
STORM INL
T. =895.7
INV.NE :93.64
NV(N+ 893.64
.57
893.33
SW 893.27
SANITARY C.O.
45 fitting
TS' u I La
T.C. 895.70
INV.SW 893.90
T.C. 896,10
I NV. SW 893.70
INV. W 50
4" PVC
CONDUIT
Pi EMI ,W;111
T. r i X 11
M I N 1•11. in iiiii
111• ■I1IMI
IMP •i
1
1
1 ii�i II
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NOTES:
PLAN SCALE: 1" 20'
PROFILE SCALES: HORIZONTAL 1" 20'
VERTICAL 1" 5'
LENGTHS OF PIPES INDICATED ARE FROM CENTER
TO CENTER OF STRUCTURES AND ARE NOT ACTUAL
PIPE LENGTHS.
CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING ALL PERMIT ISSUING AGENCIES
WITHIN THE TIME SPECIFIED BY THAT AGENCY
PRIOR TO BEGINNING CONSTRUCTION.
GRANULAR
BACKFILL
REQUIRED
900
895
890
885
1. ALL POINTS OF CONNECTION OF PROPOSED SANITARY
AND STORM SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED
FROM A KNOWN BENCHMARK VERTICALLY AND HORIZONTALLY
BEFORE START OF CONSTRUCTION. ANY CONFUCT WITH THE
PLANS MUST BE REPORTED IMMEDIATELY.
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
AFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO
CENTER OF STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS.
4. CONTRACTOR SHALL CALL 1- 800-382 -5544 FORTY -EIGHT (48)
HOURS PRIOR TO CONSTRUCTION FOR ALL EXISTING UTILITY
LOCATIONS.
NOTE:
5. SEE SHEET 4 FOR SITE PLAN.
6. SEE SHEET 5 FOR GRADING PLAN.
7. SEE SHEET 10 FOR CONSTRUCTION DETAILS.
8. 4" PVC CONDUIT REQUIRED FOR ALL ELECTRIC, TELEPHONE,
CABLE, ETC. CROSSINGS UNDER PAVEMENT.
9. GRANULAR BACKFILL REQUIRED FOR ALL UTILITY TRENCHES
IF ANY PART OF TRENCH IS WITHIN 5'0F EDGE OF
PAVEMENT, INCLUDING SIDEWALKS. SEE SPECIFICATIONS FOR
MORE INFORMATION.
UTILITIES CONDUITS TO BE PLACED IN APPROPRIATE
LOCATIONS REFERENCING ARCHITECTUAL PLANS
NOTE:
ALL INSTALLATION AND'OR EXTENSION OF
UTILITIES ACROSS 106th STREET MUST BE
DONE THROUGH PUSH/BORE.
NOTE:
ACTUAL LOCATION OF GAS PIPELINES IS
SHOWN ON THE PLANS PER FIELD
VERIFICATION DATED 04
SCALE I" 20'
11.111
162' OF15HRC 0.23%
900
895
890
885
900
895
890
885
DATE: December 5, 2003
SCALE: 1" =20'
PROJECT NO. 122-0083
SHEET NO.
0083 -u1. DGN