HomeMy WebLinkAboutC403 - Entrance Details-C4048
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8 858.68858.95859.02239'
325'MATCH LINE 'B'MATCH LINE 'B'W1+00855.960+72.03856.30GRD.CHG.VILLAGE CREEK DRIVESPRINGMILL ROAD
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853.81
854.31
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858.17
858.67
858.31
858.81
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858.09 **858.31 **858.44 **858.58 **858.62 **858.65 **858.62 **857.86 **24'856.42 **856.05 **855.68 **855.30 **854.92 **854.58 **854.23 **
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855.77 **855.95856.28856.45856.78H.P.855.94856.28856.82857.15856.26
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459
JGV812
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858.44
857.72
858.22
857.64
857.74
857.68
857.79
857.70
857.81
857.71
857.81
857.66
857.76
857.54
857.66
857.44
857.54
857.23
857.32
856.89
857.04
857.08
857.27
858.65 **858.62 **858.56 **858.49 **858.39 **858.25 **858.00 **12'(PARKWAY COLLECTOR)
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C403 - Entrance Details.dwg - C404Modified / By:March 18, 2022 1:32:31 PM / ecarsonPlotted / By:March 19, 2022 4:51:22 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECGRAPHIC SCALE
( IN FEET )
1" = 20 FT
NOTES
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF
THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER
FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL
ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE
PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF
THE PIPE BE LESS THAN 2.5 FEET.
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN
THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT
PATHS.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
CONTRACTOR TO SAW CUT EXISTING PAVEMENT FOR
AUXILIARY LANES AND WIDENING.
ALL PAVING WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.ENTRANCE DETAILSC404
NOTES:
1.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR
STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE
SOLELY THE CONTRACTOR'S RESPONSIBILITY.
2.NEW PAVEMENT LANE MARKINGS, STOP BARS, LETTERS, AND
ARROWS SHALL BE THERMAL PLASTIC LINES.
3.THE POWER POLE RELOCATION FOR THE UTILITIES ALONG
156TH STREET MUST BE COMPLETE PRIOR TO STARTING THE
ACCEL/DECEL LANE CONSTRUCTION.
EXISTING PAVEMENT ELEVATION. (CONTRACTOR TO VERIFY
ALL ELEVATIONS PRIOR TO STARTING CONSTRUCTION TO
INSURE POSITIVE SLOPE TO PROPOSED GRADES. IF NOT
VERIFIED BEFORE CONSTRUCTION STARTS IT IS SOLELY THE
CONTRACTORS RESPONSIBILITY.)
**
DENOTES PAVEMENT WIDENING
WEST OF SPRING MILL ROAD10"24"5-3/4"18" RADIUS
3" TOP SOIL
COMPACTED
BACKFILL
NOTES:
INTEGEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURVE ALL EXPOSED SURFACES
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION
JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE
PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
CONCRETE ROLL CURB & GUTTER
NOT-TO-SCALE
(REVERSE LIP)
GUTTER TO FORMED TO
ENSURE DRAINAGE AWAY
FROM CURB
FLOW
CLASS A CONCRETE
REVERSE LIP CURB
SEE DETAIL THIS SHEET
CHAIRBACK CURB
CHAIRBACK CURB
CHAIRBACK CURB CHAIRBACK CURB
CHAIRBACK CURBCHAIRBACK CURB
ROLL CURB
ROLL CURB
CONCRETE CURB END TREATMENT
DELINEATION - SEE DETAIL THIS SHEETCONCRETE CURB END TREATMENT
DELINEATION - SEE DETAIL THIS SHEET
CHAIRBACK CURB
SEE DETAIL 10-8 - SHEET C804,
FOR ASPHALT PAVEMENT
REPLACEMENT AND/OR REPAIR