HomeMy WebLinkAboutC300 GRADING PLANLEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
= SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= FLOW DIRECTION
= EXISTING CONTOURS
= PROPOSED ELEVATION
= PROPOSED CONTOURS
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= CONCRETE
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
= EXISTING SUBSURFACE DRAIN
= ASPHALT
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93
94
95-A
107COLD CREEKCOURTSSD UNDER NEW CURB TO BE
CONNECTED TO EXISTING INLET
CONCRETE ROLL
CURB AND GUTTER
PER DETAIL 10-13 ON
SHEET C800
SSD UNDER NEW CURB TO
BE CONNECTED TO SSD
UNDER EXISTING CURB
GENERAL GRADING NOTES
1.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR
BASIC MATERIALS AND CONSTRUCTION METHODS.
2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. SOIL
SHALL BE FREE FROM ORGANIC MATTER, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALL
BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS
AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD
COMPACTION TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE
IN ACCORDANCE WITH INDOT SECTION 211.
3.MAXIMUM LAWN SLOPE IS 3:1.
4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES AND OTHER
FACILITIES IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE
WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND
MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
5.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
7.ALL GRADES AT BOUNDARY SHALL MEET EXISTING.
8.ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE
BACKFILLED WITH GRANULAR MATERIAL.
9.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
10.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS
OR SHORTAGE OF SOIL IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE
REQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL.
11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS.
12.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF
THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS.
13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET CROSSINGS.
14.ALL PROPOSED CURB TO BE ROLL CURB UNLESS NOTED OTHERWISE.
15.ALL 6" SSD TO BE DOUBLE WALL, PERFORATED HANCOR Hi-Q, TYPE 4 PIPE OR EQUIVALENT.
16.STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS PROJECT FOR
ALL STREET IMPROVEMENTS.
C300GRADING PLANW160409-5BCOLD CREEK COURT REDESIGN11731 COLD CREEK COURT, ZIONSVILLE, IN 46077C300 Grading PlanBCPW160409-5B2024-03-28DASBCP10 9abcd 8 7 6efgh109876
5 4 3 2 Part of the SW/4 of Section 31, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhgALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture04/04/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below.
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