HomeMy WebLinkAboutC500 SANITARY FORCE MAIN PLAN AND PROFILEE
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SANSAN SAN SAN SAN SAN SAN
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C500SANITARY FORCE MAIN PLAN AND PROFILEN
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SANITARY SEWER 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 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.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER
INSTALLATION.
15.SANITARY SEWER LATERAL SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
16.ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE
ELEVATIONS.
GUY ANCHOR
ELECTRIC JUNCTION BOX
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
BOUNDARY LINE
FIRE HYDRANT
WELL HEAD
WATER VALVE
GAS VALVE
BEEHIVE INLET
CURB INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
R/W RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
MH MANHOLE
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
SANITARY SEWER PLAN
AND PROFILE 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
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UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
SUB SURFACE DRAIN REVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPAPP
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NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.ENGINEERS317 | 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.SMNORTH INDY OFFICE BUILDINGREVISED PER CARMEL TAC COMMENTS06.26.2019FAP1REVISED PER CARMEL TAC COMMENTS07.29.2019FAP2Know what's below.
before you dig.Call
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SANITARY PLAN NOTES
TYPE II TERMINAL FLUSHING CONNECTION. REFER TO DETAIL SHEET
C501. COORDINATE WITH THE CITY OF CARMEL SEWER (JASON
STEWART @ 317-571-2634) PRIOR TO PURCHASING & INSTALLATION.
DUPLEX GRINDER STATION. REFER TO DETAIL SHEETS C501 & C502.
TRACER STATION. REFER TO DETAIL SHEET C501. ADJUST LOCATION
AS REQUIRED TO CORRESPOND WITH RECEIVING PITS.
CORE DRILL EXISTING MANHOLE FOR 2" D.I.P. AT ELEVATION 737.60.
CORE TO EXTEND THRU EXISTING BENCHWALL TO FLOW LINE OF
MANHOLE. COORDINATE CONNECTION WITH CITY OF CARMEL
SEWER (JASON STEWART @ 317-571-2634).
CONTRACTOR TO HYDROEXCAVATE 12" D.I. FORCE MAIN PRIOR TO
CROSSING WITH 2" FORCE MAIN. CITY OF CARMEL INSPECTOR TO BE
ONSITE DURING HYDROEXCAVATION. CONTACT CITY OF CARMEL
SEWER @ 317-571-2634 48 HRS PRIOR TO CONSTRUCTION.
CONTRACTOR TO HYDROEXCAVATE 24" PVC WATER MAIN PRIOR TO
CROSSING WITH 2" FORCE MAIN. CONTACT CITIZENS WATER
INSPECTOR JOHN ROHRER @ 317-340-4695 48 HRS PRIOR TO
CONSTRUCTION.
CONTRACTOR TO HYDROEXCAVATE 8" STEEL GAS MAIN PRIOR TO
CROSSING WITH 2" FORCE MAIN. CONTACT VECTREN ENERGY -
CENTERPOINT @ 800-227-1376 48 HOURS PRIOR TO CONSTRUCTION.
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