HomeMy WebLinkAboutC201 Site Development Plan1848.01
IM.E.I
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ROLL CURB
D.U. &S.S.E.
D.U. &S.E.
D. &U.E.
L.M.A. E.
S.L.E.
D.E.
B.S.L.
N.R.
N.A.E.
P.A.E.
T.P.E.
R/W
C.A.
BENCH
LEGEN D
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON
LOT NUMBER
PAD ELEVATION
PAD SIZE: 60'X60'
PROPOSED 6" UNDERDRAINS
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
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.
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT
BUILDING SETBAQK LINE
NON RADIAL
NON ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
TREE PRESERVATION EASEMENT
RIGHT OF WAY
COMMON AREA
MAR
KS
S &A TBM #1
1.0'± UP FROM GROUND ON EAST
SIDE ELECTRIC POLE. PWP X74 -693
10TH POLE FROM TOWNE ROAD ON S. SIDE
OF 146TH STREET.
ELEV. =91 9.28
AREAS)
918.33
917.61
4 +16.5
0.70%
919.9
135.00'
918.8
919.6
919.4
1920.21
918.5
917.5
915.6
920.5
919.5
132.04'
135.00'
25' B.L.
135 00
135,00'
135.00'
70
919.8
20' D. U. &E.
115.15'
114.67'
20' D.U. &E.
920.9
73
920.9
920.9
74
920.9
919.0
1919.191
918.0
1918.6,
15' D.E.
N
O
N 0
Ui
50' R/A
80.00
25' B.L.
919.5
920.6
919.2
1919.1 1
x
919.41
127.85'
127.94'
85.00
128.03'
N
CP
40
920.6
138 L.F. 2.2
12" R.C.P.
142 L.F. 0.30%
12" R.C.P.
85.00'
37 L.F. 0.30%
0.45% 8" SDR -35 P.V.C.
128.22'
127.22.'
1919.91
919.5
1275'
9
31
918.9
32
917.9
138 L.F. 0.30%
18" R.C.P.
15 D.U. &S.E.
128.12' x
919.5
917.0
13
920.0
12
919.0
1917.1
1916.5
917.0
135 00'
1.35 00'
10
N 917.1
130 L.F. 0.79%
12" 1R.C.P.
15' D.U. &S ..E.
135 00'
15' D.U. &S.E
1.35 00'
135 00'
99.29'
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 AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
X
C.A. #7
VAR. D.U..BcS.S.E.&
L.M.A.E.
6' ASPHALT PATH.
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1 921.11
38
921.1
1919.71
12822'
919
C.A. #3
VAR. D.U. &S. S. E.
L.M.A.E.
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6' ASPHALT PA
1917.8
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"HOLEY MOLEY"
SAYS:
1 800 382 -5544
CALL TOLL FREE
1 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
SCALE: 1 50'
CAUTION
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J �O �G1STE'• �F�
19358
-o STATE OF Q
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.
C201