HomeMy WebLinkAbout04110005.2915' TREE PRESERVATION ESMT. LLJ
442 15' D.E. 15' D.E.
T 15' D. E. 45 , / / /
I 15'D.E. - - -- - - --
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35' B. L. 35' B. L. 35' B. L.
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25' D. &U.E. 25' D. &U.E. I 45 25 D. &U.E. \ / / / O I o
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12 WAIEHLINL 12" WATERLINE
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MILANO DRIVE 444
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r 30' R.D
34 . LAKE #1 II a _ I Q .
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- - - - - 25' 5' D.- U. & S- .S.E. - 25' D.U. &S. S.E. - - - N 0 I
25' N.P.= . I C-1 ��►u R i I Nu uF 4 ,,,,'i .
- - - - - - - - - - -
-� 2 YEAR ELEV.= 904.79 I I ;'�Q�: �� \STEgF'•. �G'
35' B. L. 35' B.L. 35' B.L. / ` �^ ( o ` 10 YEAR ELEV.= 905.72 I _ Q NO.
10 �c 100 YEAR ELEV.= 906.97 °I o I 10200495
° -16 9 10 11 12 13 86
14 15 16 �J. BOTTOM ELEV.= 894.90 �, I o '-. STATE OF
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30' R.D. &U.E. _ _ _ - - 30' R_D. &U.E.
I 30' R.D. &U.E_ - - - - - - 30' R.D. &U.E. - - - - - - - - - - o
50' I I I w
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74,30
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\ \ 30' R.D. &U.E. 30' R.D. &U.E. 30' R.D. &U.E. a
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910 910 W T�Lo�
"HOLEY MOLEY"
co SAYS: CAUTION rWn
O LOCATION OF ALL EXISTING UNDERGROUND �! / J
11TILITIES SHOWN ON THIS PLAN ARE BASED
(E) UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, & C
marks made upon the ground by others.) AND L w
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
(W) HE OTHER EXISITING UNDERGROUND UTILIITIES O
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND -�
900 (E) I- VIDENCE WAS OBSERVED. THE EXACT LOCATIONS �'-' LLJ
900 r ^
900 900 1 - 800 - 382 -5544 OF
HOULID EXISTING
BY THOEUCONTRACTOR V
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. Q
U
- 800 - 428 -5200 SHEET NO.
FOR CALLS OUTSIDE OF INDIANA
1- 317 -571 -2648 C600
CALL CARMEL UTILITIES
(FOR WATER MAIN LOCATIONS) JOB No.
48700S1
W
EXISTING GRADE Y
PROPOSED GRADE J FULL DEPTH
� GRANULAR BACKFILL
_ O
475 L.F. 0.30% 238 L. ^.
21" R.C.P. 0.30% 30" R.C.P. 170 L.F. 0.30%
906.06
30" R.C.P. 94 L.F. 0.30% 33" R. P.
904.64
903.78 903.78 03.27
18" R.C.P.
INV.= 906.06 (N) 903.27 903.18 903.18
902.9 N.P. 902.90
48 L.F.
W
it
�
°
PROPOSED GRADE
FULL DEPTH
EXISTING GRADE
�
0
I
GRANULAR BACKFILL
a
EXISTING
GRADE
Q
FULL DEPTH
GRANULAR BACKFILL
114 L.F. 0.30% 12" R.C.P.
�'
PROPOSED GRADE
138 L.F.
0.30%
12" R.C.P
06.50 906.1
157 L.F. 0.30%
18" R.C.P.
905.88
907.05
a0 -
906.6
906.5
906.64
906.53
55 L.F.
36 L.F.
0.30%
906.0
21" R.C.P.
18" R.C.P.
Q 8" S.D.R. 35 P.V.C.
z
�
0.30%
INV.= 901.88
INV.= 903.18 (NW)
27" R.C.P.
8" WATERLINE
21"
R.C.P.
30 L.F.
12" WATERLINE
0.30%
INV.=
906.06
0.30%
15" R.C.P.
0" R.C.P
W
it
�
°
PROPOSED GRADE
FULL DEPTH
EXISTING GRADE
�
0
I
GRANULAR BACKFILL
a
EXISTING
GRADE
Q
FULL DEPTH
GRANULAR BACKFILL
114 L.F. 0.30% 12" R.C.P.
�'
PROPOSED GRADE
138 L.F.
0.30%
12" R.C.P
06.50 906.1
157 L.F. 0.30%
18" R.C.P.
905.88
907.05
a0 -
906.6
906.5
906.64
906.53
55 L.F.
36 L.F.
0.30%
906.0
21" R.C.P.
12" R.C.P.
18" R.C.P.
Q 8" S.D.R. 35 P.V.C.
INV.= 904.64
27" R.C.P.
INV.= 901.88
INV.= 904.64
36 L.F.
21"
R.C.P.
12" WATERLINE
0.30%
INV.=
906.06
15" R.C.P.
8" S.D.R. 35 P.V.C.
O INV.= 895.50
�
°
PROPOSED GRADE
FULL DEPTH
EXISTING GRADE
�
GRANULAR BACKFILL
a
114 L.F. 0.30% 12" R.C.P.
157 L.F.
0.79% 18" R.C.P.
06.50 906.1
06.16 905.9
05.9958
905.88
a0 -
55 L.F.
36 L.F.
0.30%
0.30%
21" R.C.P.
12" R.C.P.
18" R.C.P.
Q 8" S.D.R. 35 P.V.C.
INV.= 904.64
27" R.C.P.
INV.= 901.88
INV.= 904.64