HomeMy WebLinkAboutPD2000-11C:\eget\42nd and Turner\RC001001.dwg Thu Mar 29 09: 42: 18 2001
STA. 12+00
STA. 13+00
STA. 14+00
STA. 15+00
STA. 16+00
STA. 17+00
EL=1914.84
x EL=1914.00
0 / EL=191x\0$ =1912.95
EL=1912.30
Et =1912.94
EL=1913.60 EL=1913.1'7 EL= S.,112.63
1911.9
BUILD 8" P.C.C. PAVEMENT 47B
Station to Station
Plan
Side
Sq. Yards
12+00 TO 17+00
331
LT & RT
2,222.22
EL=1912.30
BUILD 6" PCC INTEGRAL CURB
Station to Station
Plan
Side
L.F.
5+00 TO 10+31.25
LT & RT
1,000.00
D
EL=1911.96
T.C. = 1911.17
F.L. = 1910.67
EL=1912.75
0
T.6. ELf?O'?760
T.C. = 1909.04
F.L. = 1909.67 F.L. = 1908.54
x EL=1908.40
FI
t1=1909-95' - -
EtEt.W902(98
x EL -1905.42
x EI,F-L1906.9S.
=7906.31"
0
T.C. = 1907.811906.42 TO. = 1908.31
F.L. = 1907.31
-,.x-,_`_ x EL=1907.61
EL=1910.60 -- - - - _ _ _ - x EL=1909.70
- -
EL=1910.00 fffxn111 EL=1910.05 EL=1908.59 :( EL -1SS05-53
11911.07 ,1210.07 11908.94 43 1190771=12Parik6.51
EL=1912.75
EL=1910.78
F.L. = 1910.67
T C. = 1911.17
it13W
2
k'1:L=19(.26
x EL=1909.99
F.L. = 1909.67 F.L. = 1908.54
EL=1909.19TtC.E1= 797%0157.
T.C. = 1909.04
4 Et=4907.58
x EL=1907.14
F.L. = 1907.31
r.C.'t=Lisdi(89•
x EL=1901.69
x EL=1902.73
x EL=1903.06
EL=1903.64 T.C� = 1905.70
F.L. = 1906.35 F.L. = 190477
- x
11906.35L=1905.7 7
x EL=1900.32
2nd Street
FL=1906.44
F.L. = 1906.35
T.C. = tl=Iy3a5.28
x EL=1904.76
1905.17
EL=1905
x EL=1904.83
F.L. = 1904.77
TC. = 1905.27
EL=1904.37
4
EL=1900.33-
EL= i 900.18
X EL=1904.36
ViEk=499Z3T46
FEN 91f:37g1
EL=1911.65
x EL=1909.78
t6 *.Ti133483 1HL=11M1264
Exlstng water
x EL=1909.75
x EL=1908.71
x EL=1910.82
EL=1910.18
x EL=1908.36
x
EL=1907.84
x EL =1907.15
Catalina water
x EL=1905.76
x EL=1905.76
x EL=1904.94
x EL=1898.90
T.Cn=E1190aD.54
F.L. = 1903.67
x EL=1902.65
604.:b-,190.3.25
x 903 48
T.
x EL=1903.15
x EL=1904.90
x EL=1905.34
EL=1903.02
NORTH
Scale: 1"=20'410166..
20' 0' 20'
I t 40 60'
1
EL=1900.84
TC. = 1903.35
F.L. = 1902.85
11903.25
EL=1901.92
TREES TO BE
REMOVED BY OTHERS
EL=1905.38 Ceiling water
x EL=1905.24
EL=1904.63
C.P. NO. 7 PROP. PIN S. OF FENCEUNE IN 42nd St.
N = 10003.40
E= 11609.62
ELEV. = 1907.84
x EL=1904.49
x EL=1904.84
F.L. = 1902.85
T.C. = 1903.35
CITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
42nd STREET
Proj. No.
2000-11
Description
PLAN AND PROFILE STA. 12+00 TO STA. 17+00
Design By Dote Contractor
BEN S. 3-12-01
Drown By Approved By Dm. No.
BEN S. D.L.W.
4 of 10
0
O
f
F
0
to
CD
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to
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O
0
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W
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X
W
tlJ
0
O
O
to
S
F
N
to
0
O
W
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HORIZONTAL SCALE:
VERTICAL SCALE: 1'
20
0'
O
O
0)
N
O
II
W
J
n
O
rn
II
w
N
O
O
rn
z II
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oa
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CD
(7)
W
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W
J
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z
0
(n
W
0
m
d
0
w
II
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W
1904.07
�>
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z
0
(y1
W
0
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N
tri
0
rn
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W
J
W
1920.00
1910.00
1900.00
PEStON ? k LE.. .
1920.00
1910.00
EXISTING 4 PROFILE
0.82%
1900.00
STA. 12+00
STA. 13+00
STA. 14+00
STA. 15+00
STA. 16+00
STA. 17+00
C:\egpt\42nd and Turner\RC001001.dwg Thu Mar 29 09:41:47 2001
STA. 17+00
STA. 18+00
STA. 19+00
STA. 20+00
STA. 20+57.5
STA. 21+22
STA. 21+76
x EL=1897.27
x EL=1897.51
BUILD 8" P.C.C. PAVEMENT 47B
Station to Station
Plan
Side
Sq. Yards
17+00 TO 19+33
331
LT & RT
1.035.55
x EL=1898.90
x EL=1898.61
x EL=1897.23
BUILD 6" PCC INTEGRAL CURB
Station to Station
Plan
Side
L.F.
5+00 TO 10+31.25
LT & RT
370.00
EL--�i 99.37- - -
0
T.C. = 190335
E17 -4901-.24-
T. Cx=F190215367
EL=1901.08
EL
x EL=1899.41
x EL=1899.78
I-
O
W
O
K
0
0
z
W
x EL=1893.60
x EL=1893.71
x EL=1895.12
F.L.x=EQ9Q=54
x EL=1901.65
x EL=1902.07
1903.25
EL=1902 25
x EL=1902.16
x
EL=1900.20
EL=1901.77
x EL=1902.39
F.L. = 1902.85 r
O
x EL=1904.74
x EL=1904.23
Edslh g' 'oter
F.L. = 1902.03
x EL=1899.54
i
2nd Strce,
1902.43 L
v r cz49to 3z-- -- f 7
EL=1898.86
co
x EL=1899.94
_x it 18----------
t:'SS FL.x=F/9012634E1.=1897.96
stT.C. x 12934503.27wawa
T.C. = 1902.53
x EL=1905.04
TREES TO BE
REMOVED BY OTHERS
�x ,EL ---19C) .31
EL=1905.08 x EL=1904.56
- -
-r
x EL= :97.36
EL=1897.47
--E'r T^'9 -a6 LC = 101.54
F.L. = 1901.04
x EL=1896.03
!-t =3396:.1-- 1901 44
EL=1895.35
EL='-894:95-EL=1,e&4.87 - - -
x EL=1894.21
0 Existing sewer
EL=1894.63
x EL=1896.46
x EL=1895.07----------1
----�e--------- I EL=1892.99L=1894.35
x 73...-11n,7571.
ELr1896.7
x (1=1903.
38
C)
x £L=1893.90
x -EL=1893.47
x EL=1893.38
EL=1894.66
x EL=1896.36
EL=1893.40
• EL=1896.36
x EL=1897.67
/ EL=1896.69
/
5f..=1899.39 x EL=1899.01
xx EL -1897.94- -
EL=1899.28
Ft =1R' 421._.__
EL -1R96.61 - -
0
Ell
C I
Existing water
C.P. NO. 7 PROP. PIN S. OF FENCELINE IN 42nd St.
N = 10003.40
E= 11609.62
ELEV. = 1907.84
Ex bog not
20'
NORTH Ao
Scale: 1"=20'
0' 20' 40'
60'
EL=1893.15
EL=1894.01
EL=1893.76
A. CITY OF HASTINGS,
ENGINEERING DEPT.
Project
42nd STREET
Proj. No.
2000-11
Description
PLAN AND PROFILE STA. 17+00 TO STA. 20+00
Design By Dote
BEN S. 3-12-01
Drawn By
BEN S. Approved D.L.W.
Contractor
Dm. No.
5 of 10
HORIZONTAL SCALE:
VERTICAL SCALE: 1"
1'
20'
0"
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O
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O
0
4 -
co
0
0
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rn
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La
STA.: 19+33 :
1n
to
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0
N
I-
0
W
0
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z
W
Q
h-
to
CO
W
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W 4)
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1920.00
tC)
N
rn
to
tt
N
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0)
1910.00
z
O
w
UJ
w
4
II
J
UJ
0
z
0
0
II
J
UJ
z
0
1920.00
RAIL ROAD DECK
1900.00
1890.00
-0.52%
-0.75%
DESIGN Q PROFILE
VI
GRAD
TO EXISTING ®
STA. 20+33
........ . .....
L S.T.INP:...PRQr5L
....... . ..
19o1:68.
1910.00
STA. 17+00
STA. 18+00
STA. 19+00
STA. 20+00
STA. 20+57.5
STA. 21+22
STA. 21+76