HomeMy WebLinkAboutC800 UTILITY PLANGGGT(U)T(U)T(U)T(U)T(U)E(U)T(U)T(U)T(U)T(U)E(U)E(U)T(U)T(U)T(U)T(U)T(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)T(U)T(U)T(U)T(U)
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SPRING RUN ESTATESCROOKED STICK SECTION 5C
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E EEEEEEEEEEEEEPROPOSED MAINT. BLDG.
5000 SF
F.F.E. 869.0
MFPG=869±
MLAG=869.0
PROPOSED
ADMIN. BLDG.
3600 SF
F.F.E. 874.8
MFPG=866±
MLAG=874.75
STAIR WELL &
STORAGE
413 SF
F.F.E. 874.8
MFPG=866±
MLAG=874.80
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WW SANSANSANSANSANEEEEGGGT(U)T(U)T(U)T(U)T(U)EET(U)T(U)T(U)T(U)EET(U)T(U)T(U)T(U)T(U)EEEEEEE
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SPRING RUN ESTATES
SPRING RUN ESTATESCROOKED STICK SECTION 5WWW
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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.
UTILITY PLAN NOTES
SANITARY SEWER NOTES
DIRECTIONAL BORE 45 L.F. OF 1.25" HDPE SDR-11 SANITARY
SEWER FORCE MAIN WITH TWO (2) #8 TRACER WIRES,
REFER TO SHEET C500.
PROPOSED 72 L.F. OF 6" PVC SDR-35 SANITARY SEWER
LATERAL AT S = 9.00%. VERIFY BUILDING LOCATION AND
INVERT DEPTH WITH PLUMBING PLANS, REFER TO TRENCH
DETAIL ON SHEET C801.
PROPOSED SANITARY SEWER GRINDER STATION, REFER
TO DETAIL ON SHEET C501.
PROPOSED TYPE 1 SANITARY SEWER LATERAL CLEANOUT,
REFER TO DETAIL ON SHEET C501.
FORCE MAIN LATERAL ASSEMBLY, REFER TO DETAIL
ON SHEET C501
INTERIOR GREASE INTERCEPTOR, REFER TO PLUMBING
PLANS.
PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN
UTILITIES WHEN POSSIBLE. INSTALL CONCRETE CRADLE IF
CLEARANCE IS LESS THAN 18"
TRACER STATION, REFER TO SHEET C501
WATER SERVICE NOTES:
COORDINATE AND CONNECT 2" WATER SERVICE LINE.
REUSE VACANT METER PIT.
COORDINATE CONNECTION OF DOMESTIC SERVICE LINE
WITH PLUMBING DRAWINGS.
COORDINATE CONNECTION OF DOMESTIC METER
LOCATION WITH LOCAL SERVICE PROVIDER.
EXISTING FIRE HYDRANT.
PROPOSED 2" PE DOMESTIC SERVICE LINE
ELECTRIC NOTES:
COORDINATE AND CONNECT BUILDING ELECTRICAL LINE
FROM SERVICE DROP LOCATION TO TRANSFORMER.
COORDINATE CONNECTION WITH POWER COMPANY AND
ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. 2-4" EC
CONDUITS TO BE INSTALLED WITH PULL STRINGS.
EXISTING TRANSFORMER PAD LOCATION. COORDINATE
WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS
REQUIRED.
BUILDING ELECTRICAL LINE POINT OF CONNECTION.
COORDINATE CONNECTION WITH POWER COMPANY AND
ELECTRICAL DRAWINGS. ADJUST AS REQUIRED.
FURNISH AND INSTALL CONDUIT AND ELECTRICAL SERVICE
LINE TO SANITARY SEWER PUMPING STATION. GRINDER
PUMP ELECTRICAL SERVICE REQUIRES 230v, 1 PHASE
POWER.
COMMUNICATION NOTES:
COORDINATE AND CONNECT BUILDING COMMUNICATION
SERVICE LINE(S) TO CONNECTION POINT AS SHOWN.
ADJUST AS REQUIRED. 4" PVC CONDUIT TO BE INSTALLED
WITH PULL STRINGS.
GAS SERVICE NOTES:
GAS SERVICE IS LOCATED ALONG THE SOUTH SIDE OF
CROOKED STICK LANE. CALL THE NEW SERVICE CENTER
PHONE # 1-800-990-1930 TO COORDINATE SERVICE WITH
VECTREN.
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C800UTILITY PLANELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
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
POST INDICATOR VALVE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
BOLLARD
FLAG POLE
POST
SIGN
DOWN SPOUT
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 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
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMM.
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
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W W
E(A)E(A)
E E E
C C C
C(A)C(A)
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FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
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REVISIONS AND ISSUESW17.0206PREPARED FOR:11128 CROOKED STICK LANE, CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RAMDESIGNED BY:DWG NAME:PROJECT NO.:W17.0206DATEBY12.20.2017BJSDATE:RAMKnow what's below.
before you dig.Call
R MAINTENANCE BUILDINGISSUED FOR CARMEL TAC11.09.2017BJSISSUED FOR STATE RELEASE11.27.2017BJSW
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STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM12/20/2017
Part of the NW/4 of Section 14, Township 16 North, Range 4 East, Hamilton County, IndianaCTRWD SANITARY PERMIT APPLICATION11.21.2017WACISSUED FOR DRAINAGE REVISIONS12.08.2017BJSISSUED FOR DRAINAGE REVISIONS12.13.2017BJSISSUED FOR FINAL CONSTRUCTION DRAWINGS12.20.2017BJSE4
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