HomeMy WebLinkAboutC200 Site Development Plan30' D.U. &S.E.
IN ST.
0 81
CD
916.5
15' D.U. &S.E.
145 L.F. 15" R.C.P. 0.70%
15 D.U. &S.E.
80 I
916.0
914.8
914.3
I 82 0
915.5
84 0
915.0
914.5
N 1
o 85 0
m 1 915.5
914.7
ro 30' D.U. &S.E.
IN ST.
25' B.L.
20' D. &U.E.
914.57
914.0
913.5
96
0
914.7
914.80
1913.911
1913.58
3 +00 3 +50
13
9.48
913.781
0.60%
914.08
99
914.8
4 +59.0
914.4
913.4
100
914.4
20' D. &U
25' B.L.
76
Lo
915.4
916.0
915.0
91.4.0
102
915.2
25' B.L.
103
914.5
914.0
C.A. #23
VAR. D.U. &S.S.E.&
L.M.A.E. &P.P.A.E.
C.A. #23
VAR. D.U. &S.S.E. &L.M.A.E. &P.P.A.E.
73
916.7
915.5
915.5
87
916.5
i
P ARK
ONE
.E. &ILM.A.EJ &P.P.A.E.
914.6
u
INST.#
95
915.0
BEN CH V1 AR 'KS:
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
912.8
ELEV.= 917.518
oo
SWALE 1.0%
o-
15' D.E. 218
908
4:0 LAKE #7
N.P.= 906.50
2 YEAR ELEV.= 908.19
10 YEAR ELEV.= 909.76
100 YEAR ELEV.= 911.41
BOTTOM ELEV 898.50
EXISTING
LAKE
-913
912-
C.A. #21
VAR. D.U. &S.S.E. &L.M.A.E. &P.P.A
912.01 T1912.9
1913.51
101
915.1
89'
SWALE 1.0%
O O O
M.F.G.
1848.0)
52
911.7
SCALE: 1"= 50'
843 PROPOSED CONTOUR
<000 PROPOSED SWALE
PROPOSED 5' SIDEWALK
(BY HOME BUILDER)
"HOLEY MOLEY"
SAYS:
1 800 382 -5544
CALL TOLL FREE
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
LOT NUMBER
PAD ELEVATION
ALL PADS 66' DEEP
WITH WIDTHS AS LABELED
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95% OF THE
MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
NOTE: SIDEWALK AND /OR ASPHALT PATHS
ADJACENT TO COMMON AREA TO BE
INSTALLED BY CONTRACTOR.
CAUTION
MINIMUM FINISH GRADE OR OPENING AROUND HOUSE
(FLOOD PROTECTION GRADE)
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
NOTE:
ALL OFF -SITE DRAIN TILES SHALL BE TIED INTO THE
PROPOSED STORM SYSTEM OF THIS SECTION (WHERE APPLICABLE)
STORM CHART
STR. NO. TYPE T.C. RIM INVERT DIRECTION
215 CONCRETE END SECTION* 913.55 N
216 CURB INLET w /MH 913.20 907.99 S &NE
217 CURB INLET w /MH 913.20 908.46 SW &N
218 YARD INLET 912.00 908.83 S &NW
231 YARD INLET 913.50 908.76 SW &N
234 MANHOLE 914.10 907.88 NE &S &NW
235 CURB INLET w /MH 915.50 909.27 SE &W
236 CURB INLET w /MH 915.50 909.48 E &W
237 YARD INLET 913.00 910.50 E
238 CURB INLET w /MH 918.65 914.50 N &S
LOCATION OF ALL EXISTIr 7 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.
JOB Na41760S3