HomeMy WebLinkAboutC203 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 PROPOSEC
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
SCALE: 1 50'
LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
M.E. MATCH EXISTING
870 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
—S PROPOSED STORM SEWER
000- PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
1 LOT NUMBER
874.1 PAD ELEVATION
PAD SIZE: 60'X6O'
(UNLESS OTHERWISE NOTED)
Y
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
PROPOSED 6" UNDERDRAINS
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NOTE:
THIS PORTION OF STANFORD PARK
IS ONLY FOR EARTHWORK THAT
WILL OCCUR WITH SECTION 1.
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STOEPP
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No.
19358
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"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
1 -800-428-5200
FOR CALLS OUTSIDE OF INDIANA
I'AI ITI/'lAl
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 CONSTRU
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C203
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