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Str, No.
LEGEND
Type
Tc/Rim
Inverts
Dir.
800
°s ° ° °° EXISTING STORM SEWER
MANHOLE
887.75
872.50
(SWI)
801
PROPOSED SANITARY SEWER
CONC. END SECTION
- PROPOSED STORM SEWER
873.40
(NE)
802
PROPOSED 4' SIDEWALK (BY HOME BUILDER)
CONC. END SECTION
(UNLESS OTHERWISE NOTED)
873.00
(NW)
803
YARD INLET
878.00 1
874.97
(WXSE)(S)
804
YARD INLET
878.00
875.42
(E)
805
CURB INLET
881.62
875.61
(N)(S)
806
CURB INLET
881.62
875.70
(N)
807
00
CONC. END SECTION
Z
W
873.00
(SE)
808
LO
M
YARD INLET
878.70
874.24, 873.24
(NW)(SWI)(S)
809
CURB INLET
880.51
874.05
(NEXSW)
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
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
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
CURB INLET
881.07
874.93
(NW)(SE)
829
YARD INLET
881.50
875.49
(NE)(SE)
830
YARD INLET
880.60
876.18
(SW)
831
CURB INLET
879.42
874.24
(NEXW )
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
CURB INLET
880.04
875.85
(SE)(NW)
835
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.
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.
a4
77,
Y'Go•
D.U.&S.L&L.M.A.E.
u.
35
5
r - 4#
r>
9
I
o I �
q R
R1
z
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#
181-1L
SCALE: 1"= 50'
z�
i SBOO [�•�• /T�..........�/� � �i
T
L
a j
No
{
19358
STATE OF Q
EXISTING GRADE
loe�
T.0.8.= 878.00 PROPOSED GRADE T.O.B.- 880.00
4 4
N.P..873.00. ... 11
1�_0.
1 0" 10' -0"
SAFETY � 1 J r
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
N.P. ;872.50 ... 1
1 . -0n
SAFETY_/ -1 1 113
LEDGE
BOTTOM-864.50
SECTION "B " - "B"
N.T.S.
"HOLEY. MOLEY"
SAYS:
1- 800 -382 -5544
CALL TOLL FBI
- 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, do
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISrTING UNDERGROUND UTILIRIES
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.
NUNN!
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LEGEND
$�a ....•...............
EXISTING CONTOUR
rn
14-
EXISTING SANITARY SEWER
...annuo.„...m°_
°s ° ° °° EXISTING STORM SEWER
®
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
--�-
- PROPOSED STORM SEWER
-��� --
PROPOSED SWALE
Z
PROPOSED 4' SIDEWALK (BY HOME BUILDER)
(UNLESS OTHERWISE NOTED)
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1
35
( LOT NUMBER
I N.P.
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I NO PAD TO BE CONSTRUCTED.
I
PROPOSED 4" LATERAL
PROPOSED 6" UNDERDRAINS
EXISTING GRADE
loe�
T.0.8.= 878.00 PROPOSED GRADE T.O.B.- 880.00
4 4
N.P..873.00. ... 11
1�_0.
1 0" 10' -0"
SAFETY � 1 J r
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
N.P. ;872.50 ... 1
1 . -0n
SAFETY_/ -1 1 113
LEDGE
BOTTOM-864.50
SECTION "B " - "B"
N.T.S.
"HOLEY. MOLEY"
SAYS:
1- 800 -382 -5544
CALL TOLL FBI
- 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, do
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISrTING UNDERGROUND UTILIRIES
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.
NUNN!
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