HomeMy WebLinkAboutC200 Site Development PlanALL 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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12 R.C.P.
1914.371
121.34'
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915.6
913.5
915.8
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915.1
60.08'
914.5
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914.18
914.18
6498'
914.3
65.00'
914.8
1914.7
912.5
20' D.&U.E.
913.6
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8.85'
914.3
NOTE 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 A F TE R CONSTRUCTION B E G I N S ARE S L E L Y THE CONTRACTOR'S R E S P N S I B I L I TY
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.
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918
919
81.52'
73.00'
20' D.&U.E.
014.71 33.68'
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1913.961
73.17'
15' D.E.
52.48'
914.8
0.60%
54
915.5
120.00'
120.00
120.00'
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LAKE �83
N.P.= 908.80
2 YEAR E
10 YEAR ELE\(=910.82
100 YEAR ELE\(=912.52
BOTTOM ELE\(=898.80
55.00'
55.00
5.�.E.
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H.P.
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914.90
0.60%
D.U.&S.S.E.
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x 1914.91 X X
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3' STONE SHOULDER
100'
60'
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IN III II �N� II
EMERGENCY OVERFLOW
ROUTE
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I NOTE: DRA|N 3WALE T0 Ex. l2 U C.W.P
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1. EXCAVATION
A. Excavated material that is suitable may uo used 'for fills. All unsuitable material and all surplus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades
required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the
source approved by the Developer. It will be the responsibility of the Contractor for any costs for
fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
J. PROTECTION OF TREES
A. The Contractor shox, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with
respect to protective measure to be token, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall
be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the
Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere
with construction operations. The topsoil shall be free of debris and stones.
UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana.
O. SITE GRADING
A. Do all cuttmg, fil|ing, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above eotobxs|.ed subgrade. All other areas
shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom
banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated obove, so
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
not remove his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
FORM \EARTHWRK
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1848.01
870
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{}LL CURB
ELEV.= 917.518
"HOLEY MOLEY
SAYS:
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CALL TOLL FREE
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FOR CALLS OUTSIDE OF INDIANA
SCALE: 1"= 50'
CAUTION
31
920
54.88'
LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
LOT NUMBER
PAD ELEVATION
PAD SIZE: 45'x60' (LOTS 35-92)
355(60r (LOTS 1-34, 93-108)
(UNLESS OTHERWISE NOTED)
mv
19358
STATE OF
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' HOME BU|LDER\
(oEvELoPsn SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
LEE 2 THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
TABLET, STAMPED "LEE 2 AZI 1989" N.A.V.D.
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (ino|uding,
but not limited to, monho|*a, 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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