C800 UTILITY PLAN 07.12.2016E
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136TH STREET
9
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PROPOSED 1 1
2" PVC
BUILDING SERVICE LINE
DIRECTIONAL BORE WATER LINE
WITH 4" HDPE SLEEVE UNDER 136TH
STREET. COORDINATE SCHEDULE
WITH OWNER AND CITY OF CARMEL
UTILITIES.
CONNECT TO EXISTING WATER MAIN
WITH WET TAP PER CARMEL UTILITIES
PROPOSED CURB STOP
CONNECT PROPOSED SERVICE
LINE TO EXISTING INTERIOR
WATER SERVICE. CONFIRM
LOCATION WITH MEP PLANS.
GENERAL UTILITY NOTES
1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND
LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE
IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE
GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS
INFORMATION IS NOT GUARANTEED.
3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT
AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH
APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY
ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND
ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC.
AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM
/ SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN
GRADE PVC.
9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.
10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN
PAVED AREAS.
13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES,
INCLUDING TAP CONNECTION.
15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC
AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE.
COORDINATE WITH PLUMBING DRAWINGS.
16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH
LOCAL UTILITIES.
17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE,
LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES
WITH PLUMBING DRAWINGS.
20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE
LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
21.SANITARY SEWER LATERAL, WATER SERVICE, &
ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR BACKFILL
FOR ENTIRE RUN.
22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS
VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
C800
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ELECTRICAL RISER
GUY ANCHOR
ORNAMENTAL LIGHT
STREET LIGHT
ELECTRIC MANHOLE
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
DOWN SPOUT
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONS
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
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THE SITE DOES NOT LIE IN A SPECIAL FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED
BY SCALE ON FLOOD INSURANCE RATE
#18057C207G, DATED NOVEMBER 19, 2014
FLOOD STATEMENT
STEVEN SCOTT RUCKER P.E. 11300279
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NO EARTH DISTURBING
ACTIVITY MAY TAKE
PLACE WITHOUT AN
APPROVED STORM
WATER MANAGEMENT
PERMIT
NOTE
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NOTE: CONTRACTOR SHALL REFER TO ALL
CITY OF CARMEL UTILITIES FOR ALL
APPLICABLE SPECIFICATIONS AND FURTHER
CONSTRUCTION STANDARDS AND DETAIL.