HomeMy WebLinkAboutC200 Site Development PlanSTORM CHART
STR. NO.
TYPE
T.C. RIM
INVERT
DIRECTION
100
CONCRETE END SECTION
899.65
NW
101
MANHOLE
907.00
899.84
W &SE
102
YARD INLET
909.50
900.65
W &E
103
MANHOLE
910.50
900.88
W &E
104
MANHOLE
911.00
901.94
W &E
105
MANHOLE
910.80
903.04
W &E
106
MANHOLE
913.50
904.14
W &E
107
MANHOLE
914.50
905.24
W &E
108
MANHOLE
914.50
906.34
W &E
109
YARD INLET
913.50
907.28
W &E
110
MANHOLE
915.00
908.54
NW &E
111
CONCRETE END SECTION
909.00
SE
112
YARD INLET
914.00
911.16
E
113
MANHOLE
914.00
909.64
W &NE
114
CONCRETE END SECTION
909.00
SW
115
CURB INLET
914.60
911.00
NE
116
CURB INLET
914.60
910.70
SW &NE
117
CONCRETE END SECTION
909.00
SW
118
YARD INLET
916.00
911.79
S
119
YARD INLET
914.50
910.49
N,S &E
120
CURB INLET
916.30
909.99
NE &W
121
CURB INLET
916.30
909.90
SW &E
122
CURB INLET
916.70
909.76
SE &W
123
CURB INLET W/MANHOLE
916.70
909.67
SE &NW
124
CONCRETE END SECTION
909.00
NW
125
CURB INLET
918.90
915.40
S
125A
YARD INLET
913.50
910.99
N
126
CURB INLET
918.90
915.10
N &SE
127
CURB INLET
919.88
914.57
NW &E
128
CURB INLET
919.88
914.27
W &E
129
YARD INLET
915.70
911.13
N,S,E &W
130
DOUBLE CURB INLET
915.20
911.54
W &NE
131
DOUBLE CURB INLET
915.20
911.64
SW &E
132
YARD INLET
915.00
912.67
N &W
135
CURB INLET
919.25
915.75
S
136
CURB INLET
919.25
915.39
N &S
137
YARD INLET
917.00
914.26
W
138
CURB INLET
917.70
913.50
W &E
139
CURB INLET
917.70
913.29
W &NE
140
CURB INLET W /MANHOLE
919.43
912.27
N,S &,W
141
CURB INLET W /MANHOLE
919.43
912.38
N &S
142
MANHOLE
918.50
912.81
S
916.6
135.00'
135.QO'
137.30'
15' D.U. &S.E.
73
920.9
74
920.9
25' D.U. &S.S.E.
919.0
76
919.0
165 L.F. 0.30
15" R.C.P.
15' D.U. &S.E.
176.63'
x
165.85'
267 L.F. 0.25%
12" SDR -35 P.V.C.
920.6
10' ASPHALT PATH
3' STONE SHOULDER
IJ U.U.CSCJ.t.
920.61
128,22'
128.40'
45 L.F. 0.29%
21" R.C.P.
12" R.C.P
I5 U.U.:tSCS.�.
x
1917.81
128.22'
6" `'ASPHALT PAT
191'7.61
LAKE
N.P. 909.00
2 YEAR ELEV. 909.00
10 YEAR ELEV.= 911.23
100 YEAR ELEV.-912.87
BOTTOM ELEV. =901.0
2' N.A.E
40' B.L.
916.5
C.A. #2
VAR. D.U. &S.S.E.&
L.M.A.E.
00'
916.5
1 35 05
99.29'
6' ASPHALT PATH
EARTHWORK:
1. EXCAVATION
2. REMOVAL OF TREES
A.
FORM \EARTHWRK
1848.01
IM.E.I
870
100
874.1
r
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.
<000
LEGEND
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 AREAS)
LOT NUMBER
PAD ELEVATION
PAD SIZE: 60'X60'
(UNLESS OTHERWISE NOTED)
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.
BENCHMARKSL
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE Sc UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT
BUILDING SETBACK LINE
NON RADIAL
NON ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
TREE PRESERVATION EASEMENT
RIGHT OF WAY
COMMON AREA
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. 919.28
A. Excavated material that is suitable may be 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.
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.
3. PROTECTION OF TREES
A. The Contractor shall, 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 taken, 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.
5. 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.
6. SITE GRADING
A. Do all cutting, filling, 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 established subgrade. All other areas
shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom
of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, 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.
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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.
(f)
D
z
15
125) A
1915.5
N
920.9
X 916.51
(9 16. 8 1
1916.51
C.A. #1
VAR. D.U. &S.S.E.&
L.M.A.E.
40' B.L.
0
-o
141ST STREET
p r
.0
2
3' STONE SHOULDER
100'
60'
kinguir
100'
STOKE SHOULDER
100'
N
N
91.3.0
N
0
N
N
N
N
N
N
N
"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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STOEPp
No Z
1935
-o STATE OF j Q
N DIANP
''4S1°NAL ENG‘‘,.
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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