HomeMy WebLinkAboutSite Development Plan pg2IRON HORSE
LANE
10 +124
881.9f
Str. No.
Type
Tc /Rim
Inverts
Dir.
800
MANHOLE
887.75
872.50
(SW)
801
CONC. END SECTION
873.00
(NE)
802
Q
CONC. END SECTION
873.00
(NW)
803
YARD INLET
878.00
874.97
(W)(SE)(S)
804
YARD INLET
878.00
875.42
(E)
805
CURB INLET
881.62
875.61
(N)(S)
806
O
< p
CURB INLET
881.62
875.70
(N)
807
CONC. END SECTION
873.00
(SE)
808
YARD INLET
878.70
874.24, 873.24
(NW)(SW)(S)
809
CURB INLET
880.51
674.05
(NE)(SW)
810
CURB INLET
880.35
874.34
(NE)(SW)
811
YARD INLET
877.00
874.95
(NE)
812
CONC. END SECTION
875.17
(N)
813
YARD INLET
874.70
869.51
(N)
814
CONC. END SECTION
872.50
(S)
815
CONC. END SECTION
O
872.50
(SE)
816
MANHOLE
879.50
872.63
(NE)(NW)
817
CURB INLET
879.50
873.37
(NE)(SW)
818
CURB INLET
879.62
873.73
(SW)
819
CONC. END SECTION
872.50
(NW)
819A
MANHOLE
882.40
872.64
(NW)(SE)
820
CURB INLET
881.78
872.76
(SE)(NE)
821
LEGEND
CURB INLET
881.78
872.86
(SW)
822
CURB INLET
881.71
873.16
(NW)(SE)
823
CURB INLET
881.88
873.25
(SE)
824
CONC. END SECTION
872.50
(SW)
825
MANHOLE
878.50
872.88
(W)(NE)
826
MANHOLE
880.00
874.19
(E)(SW)(N)
827
CURB INLET
881.07
874.84
(NW)(S)
828
PROPOSED CONTOUR
CURB INLET
881.07
874.93
(NW)(SE)
829
YARD INLET
881.50
875.49
(NE)(SE)
830
ES
zz
YARD INLET
880.60
876.18
(SW)
831
I
CURB INLET
879.42
874.24
(NE)(W)
832
>
CURB INLET
879.42
874.33
(SW)(W)(E)
833
CURB INLET
881.04
875.39
(SE)(NE)
834
CURB INLET
881.21
875.54
(SE)(NW)
834A
HOME BUILDER)
CURB INLET
880.04
875.85
(SE)(NW)
835
(UNLESS OTHERWISE NOTED)
CURB INLET
879.87
876.00
(NW)
836
YARD INLET
880.50
874.82
(E)
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NOTE: THE PROPOSED STORM SEWER SYSTEM
SHOULD INCORPORATE ANY TEMPORARY
OR PERMANENTLY EXISTING FIELD
DRAIN TILES DISCOVERED DURING
CONSTRUCTION.
000 -�
V
MUAS.E.&L.M.A.E.
75r� 3 N.P•
35 O E'
NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS,
TREES, LANDSCAPING MOUNDS, LIGHT
POLES OR OTHER SUCH AMENITIES WITHIN
THE R.O.W. ARE TO BE APPROVED PRIOR
TO INSTALLATION.
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1
W
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0
5
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o:
EXISTING GRADE
T.O.B.= 878.00 PROPOSED GRADE T.O.B.= 880.00
4 4
�1 N.P.= 873.00 1
1' -0" ... ..•
10' -0" 10' -0"
3 3
SAFETY 1 1
LEDGE
BOTTOM= 865.00
SECTION "A" - "A"
N.T.S.
EXISTING GRADE
T.O.B.= 878.00 PROPOSED GRADE T.O.B.= 878.00
4, 4
�1 N.P.= 872.50 1
10' -0" 10' -0"
3 3
SAFETY 1 1 F
LEDGE
7PROP
SECTION "B" - "B"
N.T.S.
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
- 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
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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LEGEND
Li.
EXISTING CONTOUR
EXISTING SANITARY SEWER
Ld
v
EXISTING STORM SEWER
®
PROPOSED GRADE
a
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PROPOSED CONTOUR
04
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PROPOSED SANITARY SEWER
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PROPOSED STORM SEWER
>
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It
00
rY
<000 PROPOSED SWALE
r
PROPOSED 4' SIDEWALK (BY
HOME BUILDER)
M
(UNLESS OTHERWISE NOTED)
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35
I LOT NUMBER
I
N. P.
I NO PAD TO BE CONSTRUCTED.
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PROPOSED 4" LATERAL
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-
- PROPOSED 6" UNDERDRAINS
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0
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LC
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EXISTING GRADE
T.O.B.= 878.00 PROPOSED GRADE T.O.B.= 880.00
4 4
�1 N.P.= 873.00 1
1' -0" ... ..•
10' -0" 10' -0"
3 3
SAFETY 1 1
LEDGE
BOTTOM= 865.00
SECTION "A" - "A"
N.T.S.
EXISTING GRADE
T.O.B.= 878.00 PROPOSED GRADE T.O.B.= 878.00
4, 4
�1 N.P.= 872.50 1
10' -0" 10' -0"
3 3
SAFETY 1 1 F
LEDGE
7PROP
SECTION "B" - "B"
N.T.S.
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
- 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
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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SHEET NO.
5
OF 28 SHEETS
roe "0'33697
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