HomeMy WebLinkAboutCivil Plans 4.8.19 15FOFOC
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SANSANSAN SANSAN WWWWWWWWWWWWWE E ECCC
MAIN STREET
GRAND BLVD.OHUOHUOHUGGGGEEEEE
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CCSTM STM STM STM STM STM
STMSTMSTMSANSANSANSANSANSANS
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PROPOSED BUILDING
GFA=11,350
FFE=871.20
STM STM
STM
STM STM
SANSANSANW W W
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
CLEANOUT 1
TOC=871.10
INV=866.70
CLEANOUT 2
TOC=871.10
INV=868.80
INV=864.50
AREA INLET 2
TOC=870.90
INV=868.10
INV=867.50
STORM INV=863.87
SANITARY INV=858.94
STORM INV=866.40
SANITARY INV=864.27
STORM INV=866.33
SANITARY INV=864.28
AREA INLET 3
TOC=870.90
INV=868.65
24" NYOPLAST INLET 1
TOC=868.90
INV=866.10
WWWW W W W W W W W W W W W W W W W
INV=857.40
CLEANOUT
TOC=868.90
INV=857.80
CLEANOUT
TOC=869.88
INV=863.70
CLEANOUT
TOC=870.70
INV=864.70
CLEANOUT
TOC=870.90
INV=864.70
INV=865.70
CLEANOUT
TOC=870.90
INV=868.90
6" WATER
WET TAP TO CONNECT
TO EXISTING WATER MAIN
G2
G1
SS2
E1
E2
E3
SS1
SS3
SS4
SS4
SS5
SS4
SS6
C1
C2
2" WATER DOMESTIC SERVICE
WITH WATER METER SET INSIDE
WITH BACK-FLOW PREVENTER
6" WATER
SERVICE
INV=863.80
BORE PROPOSED WATER
LINE UNDER GRAND
BOULEVARD
PROPOSED FIRE HYDRANT
W/ UNDERGROUND VALVE
HYDRANT SHALL BE FINISHED
RED FROM THE FACTORY
PROPOSED FIRE DEPT. HOOKUP
SAMPLE BOX
TOC=869.77
INV=863.65
POST INDICATOR VALVE
HDPE ROOF DRAINS. REFER TO
C600 FOR DESIGN INFORMATION.
HDPE ROOF DRAINS. REFER TO
C600 FOR DESIGN INFORMATION.
HDPE ROOF
DRAINS. REFER
TO C600 FOR
DESIGN
INFORMATION.
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.
23.PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN
SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL
CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18"
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER STUB. COORDINATE CONNECTION WITH MEP.
PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS
REQUIRED.
EXISTING SANITARY SEWER.
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE
AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS
OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED
AREAS ONLY). REFER TO DETAIL ON SHEET [C801].
GREASE INTERCEPTOR, REFER TO PLUMBING PLANS FOR DETAILS.
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.
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.
CONTRACTOR TO PROVIDE [#6 GROUND WIRE AT THE D-MARC
LOCATION. 7 LINES ANTICIPATED FOR SERVICE. (4 PHONE, 1 FO, 1
SECURITY AND 1 FAX/MODEM)]
COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE
PROVIDER FOR RELOCATION OF PEDESTAL.
GAS SERVICE NOTES:
CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER
TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE
PROVIDER.
PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS
AND COORDINATE WITH SERVICE PROVIDER.
SS3
SS2
SS4
E1
E2
C1
G1
SS5
SS1
SS6
C800UTILITY PLANELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
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 METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
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
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
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
C2
G2
E3
REVISIONS AND ISSUESPart of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0605DATEBYSSRDATE:RLWKnow what's below.
before you dig.Call
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SHOPPES ON MAINSUBMITTED FOR TAC REVIEW10.20.2017RLWW
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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.SMPLANS REVISED FOR CARMEL TAC COMMENTS12.08.2017RLWPLANS REVISED FOR REVIEW COMMENTS01.23.2018RLW04.30.2019PLANS REVISED FOR REVIEW COMMENTS02.12.2018RLWPLANS UPDATED FOR STUDIO M ARCHITECTS04.08.2019RLW4/11/2019STATE DESIGN RELEASE04.11.2019RLWUTILITY PLAN UPDATED04.30.2019RLW