HomeMy WebLinkAboutPD2000-7ALT0+00
EL =1914.33 EL 914.
EL=1913.81
E
, L=;913.
EL=1912.42 EL
EL=1913.90
12
T9I2,4D - EL -99T2-10 CC
EL =1913,93
EL=1914.24 EL=1914.26
x
1+00
EL=1913.70 EL=1913.62
:L=1913,59
EL=1914.09
EL =1914.34
EL =1914.05
EL =1913.81
EL=1913.57
13.93 ER
14.00 CL
£1.=1913.57 EL=1913.6 yL=1913.67
=1913.54x
EL= EL=
EL=1913.52
EL=1913.67
=1913.59 IE -Pc 3 75 EL=1913,35
IEL=1913
1-.93
30
-EL=1912.P
.27
12.55
EL=191
EL=1`J
7,
EL=1913.
EL=1913.
:L-19 3.29
x ' -191 .39
12.2 TO
11.7 FL
11.66
12.02 L 11.74
13.75 ER
EL =1913.88
EL=1913.59
NOTES:
1. Approximately 330 C.Y. of excess excavation will be derived
from the construction of this project.
(Dirt Quantities were calculated from R.O.W. to R.O.W.)
2. All excess excavation derived from the construction
of this Project shall be used to fill in ditch on North
side of G Street and any low areas in lots adjacent
to Rhode Island Paving District.
3. Existing ditch on South side of G Street will need to be
maintained and graded once road is complete to allow drainage.
4. Road must meet Compaction Specifications when complete.
5. City of Hastings Street Division will gravel road when
Contractor is complete.
=1913.46
x
12.27
tL=1`143.,:1
EL=,913.57
EL=1913,26 EL=
EL=
913.10
11.75
12.2,. TO
912.93
11.66
01=1912.94
x x
EL=1912811 EL=1912.21
EL=1912.43
A
0
0
11.59
11.67
11.59
rn
('S
cCO
C
w
c)
+
N
x EL=1912.34
x EL =1912.21
Co
EL=191 66
z x EL=1912.19
0
Q
cc
CD
Z
0
w
CO
EL=1912.61
x EL=1911.97
x EL =191162
x EL =1911.72
3+00
x
EL=1911.83
x
11.52
11.61
11.52
k EL=1912.40
EL=1912.4 L=1912.54
EL=1912.45
LT
E
o>
0
CL=1912.30
x EL=1912.x8
1.94 TO 11.90 TC
x EL=1911.79
x EL =1911.73
El -101917
x EL=1911,06
EL=1911.37
x EL =1911.18
EL=1911.75
x EL =1912.17
11.75 TC
x EL=1911.78
11.60 TO
4+00
x EL =1911.09
x EL=1911.13
x EL=1911.10
EL=1911.55
EL=1911.20
EL=1911.8 EL =1912.11
11.45 TC
11.37 T
11.44 =L 11.40 FL 0.3%
01
11 SOL 11 76 CL 0 3%
11.44
FL 11.40 FL
�1N
0 3%
11.25 FL
11.61 CL
11.25 FL
Grovel
11.10 FL
146 CL G STREET
11.10 FL
10.95 FL 0.3% 1
11,31 CL
10.95 FL
N
0.3%
p
N 1
0.3%
1
.87 FL
U
I-
U)
EL=191
itt
O
V
J
0
x EL=1910
75
J
LL
0
O
LL
O
0
O
J
0
5
a
Z
Q
a
0
cc
J
LL
U)
-J
0
J
El -
.4t• V
030
O
10.81 FL
.23CL 11.17CL
1
.87 FL
10.81 FL
10.76 FL
H
in
F
U)
5+00
K
xE1..-E31919.19
I x EL=1910.43
EL=1911.48
\C„
EL=1912.01
11.14 TC
11.12 CL 11.07 CL
10.76 FL 10.71 FL
L- 9
x EL =1910.25
0.64 x EL =1912.0i
1 EL=1910.5
L
912.12
11.00 CL
94 -TC • 1-1:90 TO
EL=191I.11
11.75-TO---
EL=1911,10
11TC -
EL=1910.78
EL=i912,22
{EL T1911�40 1912,52
Ed=1911.1.33
II
l
EL=191.65
x EL=1912.33 EL=19
>11 c .=1912.28
x xEL=1912.L'L=1911.68
EL=912.33
x EL=1911.93
x EL=1911.81
x EL=1911.85
x EL=1911.55
x EL =1911,65
x EL=1911.59
x EL=1911.40
x EL=1911.31
2I
NORTH
Scale: 1"=20'
9' 2,0'
x EL=1911,09
x EL=1910.97
4p'
60'
11".45 -TC' -
EL=1910.47
911.63
EL=1911 64_
I ..t7TC- ' 11:31 TO - 1426 TC- 11.21 -TC .
EL=1910,11
EL=1910.18
x EL=1910.86
x EL=1910.83
Y EL -19`131
x EL=1910.76
x EL=1910.67
10.64 FL
11-14TC
EL=1910.01
EL --1911 0
x EL=1910.44
x EL=1910.33
ATE 41 =GRADING CONTRACT ONLY - Grade to Top of Slab.
6C
x
1910.96
0
EL=1910.
911.24
=1911.04
x EL =1911,36
L=1911.:12
L='1911.42
L=191129 L=1911,43
L =1911,01
-L22
x r1,QN!_x
EL=1911.96 EL=1911.8
X
EL=1911.75
xI LL=l'311.67-
xx Ll"-zf11.c0
'�- EL=19;-0.09
EL=1910,04
EL=191137
xEL.-194P,-s^r1 - - - -
EL=1909,89
Ems= 1S,t.24
x EL=1910.27
x EL=1910.13
,..1-91970,0
+oFESSIp
°00°0008
i` a DAM t. 1011
x EL=1912, : WACKER ;z=
ar'
tt v0 65090 d
=1910.92
,tre° ® �B
ACITY OF HASTINGS,
ENGINEERING DEPT.
Project
EAST G STREET -
South California Ave. to Rhode Island Ave.
Proj. No.
2000-7 ALT. 1 Grading
Description
Alternate #1 - Grading Plan
Design By
B.B
Dote
2/2001
Controct
Drown By
B.B.
Approved By
Drn. No.
1 of 1
1920
•
•
•
•
•
•
•
•
•
1918
1916
0
O
to
N
tN
CD
0
W
'PROPOSED GRADES
04
T
Y
to
co
M
M
N
04
O
0
•
•
•
•
•
•
•
•
•
•
•
1914
1912
191
Existing Grade
1920
1918
1916
1914
1912
Proposed Grad
1910
1908
•
•
•
•
•
•
1906
1904
.EXIsnC{G: 0ii6aEs
r
O
r7
N
N
N
M
O
M
M
O
r7
COD
N
N
N
-
V7
N
•
•
•
•
•
1908
1906
1904
0+00 +50 1+00
+50
2+00
+50
3+00
+50
4+00
+50
5+00
+50
6+00