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Z z 5 1 00 r, U-) 0 Lo
PROPOSED Ln -
GRADE 0 CL 0 1: +0) z z Z0n
'n 0 < m > >
Ln U) E ?� -Z > > > >
LD v) R i�; Z
EXISTING
GRADE CL
. ......... �l
60 L
27 L. F. �2 34q
@0.50% 18
18"ADS-N12
PROPOSED V
5970:
8" WATER WATER MAIN
PROPOSED 8,
N STA: 1+67.0
WATER MAIN
STA: 1+0&5 P
TOP ELEV: 5970.173
TOP ELEV: 5971.23
INSULATE WATERLINE INSULATE WATERLINE EXISTINGPROPOSED . ELEV
@ CL 0
LEV @. FL
.DATUM ELEV OF PIPE
5966.00
LQ00 Lo0
.0
'o to to
0)
Lo tn U) Ln to
1+00 1+87.20
, , llqq 'WWI
p.
STA: 1+00 TO 1+87.20
SCALE:
HOR 119-501
VERT 1'°-°
v, r-, of I
Lo CD Lo
Lo
1+00 1+62.90
ENST SSEWER"
PnuFILE SD4,NLETS 2
STA" 1 +00 TO 1-x-62.90
SCALE:
HOR 1"-50'
VERT 1'° -6'
5990..i
5980
5975,
Wn
5" 70
6-A
5965
60 P -- ----- -- -----
(D
75;55
50
5945
5940
Ld
0)
It
0
Ao
3:zv)
EXISTING GRADE
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CENTERLINE.,"
r)
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m
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(fl00n 0 00
I Co u) Ln Lo
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5980
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EXISTING GRADE @ CL
w
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> > > > 17;
PROPOSED GRADE CL
45
GETC CROSSING
ll
TA: 1+54.85
PROPOSED 8
@2.00
ELEV: 5974.43
WATER MAIN
7 8 -4 rD) S'
STA: 1+18.3 N1
TOP ELEV: 5971.6
INSULATE WATERLINE
5970�
18 L. F.
'@6.45%
PROPOSED 8"
SANITARY SEWER i
STA: 1+28.33
XI STING ELEV @ CL
INV ELEV: 5967.33
ELEV @ FL
r
j4PROPOSED
'OF' PIPE
DATUM ELEV
5965.00
v, r-, of I
Lo CD Lo
Lo
1+00 1+62.90
ENST SSEWER"
PnuFILE SD4,NLETS 2
STA" 1 +00 TO 1-x-62.90
SCALE:
HOR 1"-50'
VERT 1'° -6'
5990..i
5980
5975,
Wn
5" 70
6-A
5965
60 P -- ----- -- -----
(D
75;55
50
5945
5940
PROPOSED GRADE
_Z�i w
0 CENTERLINE
�0)
0) 0) p
cdr Lf) Ln- 0)
*_ r'
O)rr(;n
+0) Z)d i
Lo z z C)
> > >
Ln v) af z z K
33() L-5 -
01,62%
.......
PROPOSED 8$#---4--__._........._r_.. .
---
WATER MAIN
��
TA: 4+42.72
TOP ELEV: 5970.27
INSULATE WATERLINE
PROPOSED 8"
SANITARY SEWER MAIN
STA: 4+55.74
INV ELEV: 5967.37
1'.
V)
c)) 0
0
L'j
M
0
(14 rNr"
(D Lo
LF)
0) ui r-
LLJ C) P, 0) 0)
n
0 (c) tr)
Z +c) Z:) z + 0) D
Lo o a) C)
cn,<:2 > > > U) < >
Q V) Fr 9 K Lz_ L) mv) -U
5970 --EXISTING
GRADE @ CL
r__7--PROPOSED
1 GRADE 0 CL
PROPOSED 8"
WATER MAIN
STA: I
TOP ELEVI:596 .32
INSULATE WATERLINE
5960
PROPOSED 8" 216 L. F.
SANITARY SEWS @10.42%
STA. 1+11.07
� 18"ADS-N12
INV ELEV: 5952.69 XISTING ELEV 0 CL
I
DATUM ELEY ROPOSED ELEV
r \
r��
5955.00 @ FL OF PIPE
� '9
. ....... ....... (N m c, 0
ci
-, ow(p Lo to Q3
ol 0) im m
Lo In ko u,
ED 0-
f co (6 ol
Lo co
c, m
LOGO d) to ol 1+00 1+26
0 �-,N
V) > Z +0)=)4
Ln 0
CENTERLINE STORM
(n ZE
SEWER PROFILE
5980
53 L.F. SD -INLETS 3
M1200.50%
STA: 1 +00 TO 1+28
18"ADS-N12
SCALE:
-_�P0
R�OP0SE�D8" 5975
WATER MAIN 19
-501
HOR 1
STA: 1+22.48
TOP ELEV: .5975.32
i INSULATE WATERLINE VERT 1"-51
75
WATERLINE
PROPOSED 8"
SANITARY SEWER
W
STA: 1 -��44.53 /'� 5970
09
INV ELEV: 5972.09
PROPOSED 8"
I
PROPOSED 8" WATER MAIN
4
SANITARY SEWER STA: 1+06.2
STA; 1+23.92 TOP ELEV", 5975.40
!INV ELEV: 5972.94INSULATE WATERLINE 5965
NOTE:
STATIONING IS BASED ON CENTERLINE OF STORM SEWER PIPE
GRAPHIC SCALE
BO 0 25 50 100
._.j._:__._- --- ------ 5960
-ROAD 1
PROFILE S -D
;CENTERLINE STORM SEWER.
..... . ......
EXISTING ELEV 0 CL RDPOSED ELEV @ FL OF PIPE
5955
N
NNDo
0)
It
u') CD
Ao
3:zv)
EXISTING GRADE
0
CENTERLINE.,"
r)
0) 00
m
Lo
(fl00n 0 00
I Co u) Ln Lo
000
, r-
+0, Z)
2"4- Lo z z z
00 (D
1�
V) >>>>
mV) zzV
U)
4
to (n
-
PROPOSED GRADE
_Z�i w
0 CENTERLINE
�0)
0) 0) p
cdr Lf) Ln- 0)
*_ r'
O)rr(;n
+0) Z)d i
Lo z z C)
> > >
Ln v) af z z K
33() L-5 -
01,62%
.......
PROPOSED 8$#---4--__._........._r_.. .
---
WATER MAIN
��
TA: 4+42.72
TOP ELEV: 5970.27
INSULATE WATERLINE
PROPOSED 8"
SANITARY SEWER MAIN
STA: 4+55.74
INV ELEV: 5967.37
1'.
V)
c)) 0
0
L'j
M
0
(14 rNr"
(D Lo
LF)
0) ui r-
LLJ C) P, 0) 0)
n
0 (c) tr)
Z +c) Z:) z + 0) D
Lo o a) C)
cn,<:2 > > > U) < >
Q V) Fr 9 K Lz_ L) mv) -U
5970 --EXISTING
GRADE @ CL
r__7--PROPOSED
1 GRADE 0 CL
PROPOSED 8"
WATER MAIN
STA: I
TOP ELEVI:596 .32
INSULATE WATERLINE
5960
PROPOSED 8" 216 L. F.
SANITARY SEWS @10.42%
STA. 1+11.07
� 18"ADS-N12
INV ELEV: 5952.69 XISTING ELEV 0 CL
I
DATUM ELEY ROPOSED ELEV
r \
r��
5955.00 @ FL OF PIPE
� '9
. ....... ....... (N m c, 0
ci
-, ow(p Lo to Q3
ol 0) im m
Lo In ko u,
ED 0-
f co (6 ol
Lo co
c, m
LOGO d) to ol 1+00 1+26
0 �-,N
V) > Z +0)=)4
Ln 0
CENTERLINE STORM
(n ZE
SEWER PROFILE
5980
53 L.F. SD -INLETS 3
M1200.50%
STA: 1 +00 TO 1+28
18"ADS-N12
SCALE:
-_�P0
R�OP0SE�D8" 5975
WATER MAIN 19
-501
HOR 1
STA: 1+22.48
TOP ELEV: .5975.32
i INSULATE WATERLINE VERT 1"-51
75
WATERLINE
PROPOSED 8"
SANITARY SEWER
W
STA: 1 -��44.53 /'� 5970
09
INV ELEV: 5972.09
PROPOSED 8"
I
PROPOSED 8" WATER MAIN
4
SANITARY SEWER STA: 1+06.2
STA; 1+23.92 TOP ELEV", 5975.40
!INV ELEV: 5972.94INSULATE WATERLINE 5965
NOTE:
STATIONING IS BASED ON CENTERLINE OF STORM SEWER PIPE
GRAPHIC SCALE
BO 0 25 50 100
._.j._:__._- --- ------ 5960
-ROAD 1
PROFILE S -D
;CENTERLINE STORM SEWER.
..... . ......
EXISTING ELEV 0 CL RDPOSED ELEV @ FL OF PIPE
5955
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It
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