HomeMy WebLinkAboutC200 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.
1 40.14.
25 D.u. g c s.s.e.
90
25' D. &U.E
914.7
84
916.0
so.17'
15'D
40.30'
90.00' 915.8
82
916.4
87.94'
70.13' 27.74'
86
916.3
300 L.F. -6" SS.D.
87.76'
49. L5.
915.8
15' D.E.
80
917.5
916.6
90.00'
25' D. &U.E.
90.00'
10}6.31
90.00'
90..00'
X }917.0 I
79
918.0
25' D.U. &S.S.E.
90.00'
90.00'
9 0.64'
25' D.U. &S. S. E.
88
917.4
1916.91
90:00'
90.00'
300 L.F. -6" SS.D.
1016.0
13.90'
87.18'
86.10'
89
917.9 8 917.9
68
917.8
66.03' 916.6
25' 0. &U.E,
89.14'
91
917.6
916.6
EX
RH
105
917.8
1.09; SLOPE
3E-_ Q1T'a
90.00'
90.00'
104
917.5
72
917.7
15' D.U. &S.E.
0
15' D.U. &S.E.
25' D.U. &S.S.E
WINDY KNOLL LANE
4 +5p 5 +00
W
rn
0 1916.221
1916.521
0.60%
6 +42.50
917.32
7 +46:34
0.90%
9 +80.
916.11
.F. 15" R.C.P.
0.30%
916.30
80.04
91.1o'
916.6
102
c'. 917.0
101
917.5
o ce
Cs1
H.P.
10 +67.8
916.78
10 +90.31
916.67
51.95'
87.15
47. 3'
16.42
73.07'
95
917.5
91.54'
140.40'
914.9
916.0
916.0
916.0
914.0
C.A. #8
VAR. D.U. &S.S.E.&
L.M.A. E. &P. P. A. E.
6' ASPHALT PATH
1. 0% SLOPE
6' ASPHALT PATH
X.
711
RH
915.02
0.60%
64
917.7
VAR. D.U. &S.S E.&
L.M. A. E. &P.F.A. E.
3 +1 .92 3 +50
1.0% SLOPE
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
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.
v' ASPHALT PATH
0.50% SLOPE
C.A. #10
VAR. D.U. &S.S.E.&
L.M.A.E. &P.P.A.E.
LAKE #3
N.P.= 909.50
2 YEAR ELEV.= 910.63
10 YEAR ELEV.= 911.72
100 YEAR ELEV.= 913.31
BOTTOM ELEV. 901.50
6' ASPHALT PATH
6' ASPHALT PATH
NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH
AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY.
EX.
707.
RH
EX.
708
RH
1.0% SLOPE
C.A. #9
VAR. D.U. &S.S.E.&
L.M.A. E. &P.P.A.E.
15' D.U. &S.E.
139.34'
15' D.U. &S.E.
149 L.F. 15" R.C.P.
0.20%
25' D.U. &S.S.E.
119.34'
90.00
96
916.5
90.01'
915.0
WINDY KNOLL LANE
1 200 13+ 0
1250
1915.391 1914.81 I (914.2
1913.901
13+8.21
BENCHMARKS:
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.
R.R.S. #1 (S &A) SET W. SIDE OF PWR POLE ON THE
E. SIDE OF TOWNE ROAD APPROX. 600'± S. OF 141ST STREET
POLE #198293
ELEV.= 912.91
R.R.S. #2 (S &A) SET S. SIDE OF PWR POLE, 4TH POLE WEST
OF TOWNE ROAD ON N. SIDE OF 141ST STREET
POLE #198293
ELEV.= 913.80
1848.01
100
874.1
ELEV.= 917.518
SCALE: 1"= 60'
LEGEND
"HOLEY MOLEY"
SAYS:
1- 800 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
870 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
<000 PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
LOT NUMBER
PAD ELEVATION
PAD SIZE: 50'X70'
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
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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JOB NO.42480
SHEET NO.