HomeMy WebLinkAboutS-282012180
140
120
ti
cj� 00
Q_
146
120
100.00' vc
P V1 S TA
P V1 ELE V = 752.35
A. D. = -3.51
2 &.4511 41
14.95%
<
�so
I
Lai LLj
Ln
220
+
)
Lr1l
Q5
ti
ccl LLJ
Ld W
C-N
O
Q� ck
0
YZ
z
2-90
EXIS TING
180
140
120
ti
cj� 00
Q_
146
120
100.00' vc
P V1 S TA
P V1 ELE V = 752.35
A. D. = -3.51
2 &.4511 41
14.95%
K = 28.45
STA 17+54.87-25.24LT
70+00 EXIST SSMH 48-
RIM= 174.15- EX.
IE=164.00"EX
CORE DRILL AND
740 RECHANNEL TO NORTH 140 140
IF-i64.70 84Y 1E= 164.09 87N
ADJUST EX RIM TO
NEW STREET
_F4_ —1.79- 4_'LL EL = 179.90
SCALE:
N 26 TH ST P, 1 ° =20'
Vl"--70 Sm282012 120
uld F—b Y
110.00
I
220
)
Lr1l
Q5
ti
2-90
EXIS TING
GROUND
180
14.95%
180
-780
700.00' VC -
WO,
PV1 STA = 9+20
PV1 ELEV = 763,75
A.D. = J.51
K = 28.45
STA 17+54.87-25.24LT
70+00 EXIST SSMH 48-
RIM= 174.15- EX.
IE=164.00"EX
CORE DRILL AND
740 RECHANNEL TO NORTH 140 140
IF-i64.70 84Y 1E= 164.09 87N
ADJUST EX RIM TO
NEW STREET
_F4_ —1.79- 4_'LL EL = 179.90
SCALE:
N 26 TH ST P, 1 ° =20'
Vl"--70 Sm282012 120
uld F—b Y
110.00
I
as L6 P-
)
Lr1l
Q5
r1offspaj
//-fuu
"AS-BUILT" NOTE:
V�_ H. T
t,7
F,,7,—,,7,__ 77,777-