HomeMy WebLinkAboutC202 Future Site Development PlanNOTE TO CONTRACTOR:
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.
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
ALL EXISTING OFF-SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
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DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT
BUILDING SETBACK LINE
NON RADIAL
NON ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
TREE PRESERVATION EASEMENT
RIGHT OF WAY
COMMON AREA
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LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
L
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
PROPOSED 6" UNDERDRAINS
4-1 00
LOT NUMBER
PAD ELEVATION
PAD SIZE: 60')(60'
(UNLESS OTHERWISE NOTED)
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N.P.=
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10 YEAR ELEV.=
100 YEAR ELEV.=:
BOTTOM ELEV.
\OT_.-
THIS PORTIO\ OF STA\F
IS 0\LY FOR "ART WOR
WILL OCCUR WIT- SECTIO
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PAR
AT
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"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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SHEET NO.
C2O2
JOB NO. 4660051