HomeMy WebLinkAboutC8 Utility Plan1C- 741.10
60' B.S.L.
EI NLIGHT (TYP.)
Iv -7:.33
162 IF OF 18" RCP 0 0.46X
201E 6" PVC UNDERDRAIN (4 PER INLET)
(TYP. OF ALL INLET AREAS)
TC- 741.10
INV W.- 735.39
INV E.■734.48
INV S.■735.88
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7386
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TC- 741.10
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INV E.- 733.10
INV S. =733.60
XTEND UNDERDRAIN
INV. 734.00
2.1
134 LF OF 27"
RCP 0 0.10%
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738.00
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STRUCTURE
V W.■731.58
INV E.- 731.58
350 LFOF 24 RCP •016X
TC- 738.62
INV N.-734.92
TC- 738.75
INV N.=.732.31
INV S.- 732.31
298 IF OF 27"
RCP 0 0117
INV E- 731.99
INV W.■731.99
INV 732.50
36 IF OF 27"
RCP 0 0.221E
TC- 735.85
INV N. =7 2.42
INV S. =732.42
737.50
INV E -7 13
2.31 AC (BASED ON NEW R /W, NOT
INCLUDING STORMWATER MANAGEMENT)
OUTLOT 2
2.89 ACRES
L.M.E. D. U.E.
G8'PATH
200 LF OF 27"
RCP 0.11%
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INV 732.85
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STORMWATER MANAGEMENT
END 1.37 ACRES
END C11ON
63' Electric line Eosement
Deed Book 235. Page 144
Instr. 1441
PIPE IN THIS AREA TO BE INSTALLED
USING THE BORING /JACKING METHOD.
SEE DETAIL SHEET SHEET C 3. 16"
CASING PIPE REQUIRED.
G
INV•73 75
20' Sewer Easement
Deed Book 232, Page 97
ON
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NOTE
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OF 4 FORCE MAIN
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NOTE: CONTRACTOR SHALL INSTALL STORM PIPES
AS SHOWN ON THIS PLAN IN ORDER TO ACHIEVE
THE FULL FLOWING VELOCITY OF 2.5 FPS.
UTILITY GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR
SHALL BE RESOPNSIBLE FOR ALL FIELD DIMENSIONS. IF ANY
DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE
ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR
CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY
LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY
UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS
NOT TO CAUSE DAMAGE.
3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72
HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF
ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS
(LOCATION, SIZE, AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS
AROUND OR OVER EXISTING UTILITES, THE CONTRACTOR
MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE
OF THE UTILITY MAY BE PRESENT TO INSTRUCT AND OBSERVE
DURING CONSTRUCTION.
4. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD
LOCATIONS.
5. TRENCHES FOR ALL STORM AND SANITARY PIPES ARE TO BE
BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR
MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
6. CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR
ABANDONING OF ANY EXISTING UTILITY UNE SERVING THE
SITE.
7. SEE SHEETS C3 C4 FOR SITE PLAN.
8. SEE SHEETS C5 C6 FOR GRADING PLAN
9. UTILITY POLE RELOCATIONS TO BE DETERMINED BY UTILITY COMPANIES.
CONTRACTOR TO COORDINATE RELOCATION WITH UTILITY COMPANIES.
EXISTING
(STORM) j)
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LEGEND
STORM SEWER
SANITARY SEWER
SANITARY SEWER
LATERAL
MANHOLE
INLET
END SECTION
BEE HIVE INLET
STRUCTURE NO.
STRUCTURE` NO.
WATER LINE
LATERAL
BURIED ELECTRIC
OVHD ELECTRIC
TELEPHONE LINE
GAS LINE
DOUBLE WATER
METER PIT
WATER VALVE
FIRE HYDRANT
MANHOLE
UTILITY CONTACTS
SANITARY SEWER
City of Carmel
Water Wastewater Utilities
130 1st Ave. SW
Carmel, Indiana 46032
Jim Haag (317) 571 -2648
STORM SEWER
Dept of Engineering
One Civic Square
Carmel, Indiana 46032
Dick Hill (317) 571 -2441
GAS
Citizens Gas Coke Utility
2020 North Meridian Street
Indianapolis, IN 46202
Wendall Brown (317) 927 -4372
ELECTRIC
Indianapolis Power Light Company
3600 N. Arlington Avenue
Indianapolis, IN 46218
Linda Rhea (317) 261 -5274
Cinergy
1441 S. Guilford
Carmel, Indiana 46032
Larry Griffin (765) 454 -6571
WATER
Indianapolis Water Company
1220 Waterway Boulevard
Indianapolis IN 46202
Bill Bruce 1 317) 263 -6309
SWEETS
TELEPHONE
101
8W
qD S
E
T
G
H
Dept of Engineering
One Civic Square
Carmel, Indiana 46032
Dick Hill (317) 571 -2441
Ameritech
5858 North College Avenue
Indianapolis, IN 46220
Steve Krebs (317) 252 -4275
CABLE TV
TBM 1
PROPOSED
el (STORM)
EA
(STORM)
E III: 0 (SANITARY)
Comcast Cable of Indianapolis, Inc.
5330 E. 65th Street
Indianapolis, IN 46220
Gary Richardson (317) 872 -2225
HARRISON MONUMENT, SE COR. SE 1/4
SECTION 8- T17N --R4E. INTERSECTION OF
96TH STREET AND GRAY ROAD.
ELEVATION 740.75
0 40 80
SCALE: 1" 40'
STORM SEWER NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INC LUDED AS A REQUIREMENT ON
AS- BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES.APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS
(AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT
CERTIFICATION AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF
STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS, AND AS APPROVED BY
THE CITY OF CARMEL.
NOT
APPROVAL
REVISIONS
REV. NO
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No.
10000418
STATE OF r�
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RELEASED FOR CONSTRUCTION
DATE
6 -19 -03
7/24/03
9/9/03
9/25/03
10/02/03
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DATE
SHEET TITLE
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SHEET NO
DESCRIPTION
PARKING ISLAND REMOVED
CHANGE BULLETIN 1
CHANGE BULLETIN 4
CHANGE BULLETIN 3
CHANGE BULLETIN 4
MID- STATES Job Number. 121 -5345
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20- 01024.02
May 8, 2003
UTILITY PLAN
C8
of 15