HomeMy WebLinkAboutPD2002-1Lot 6
Lot 7
132' -0,
6 00
1916
5+502
��%,,L, Lot
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rO
c) Q
83.34'
1917
916.75 TC
1
C
<9
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f_L
1916.25 FL
5+0
5 2/
n
4+50
\?0/
Lot 4 V-
1916.93 TC
1916.43 FL
9
4
a`
/1916_s� ` ,r
�, 11g16
0
20' Rad.
o/
1917:19-4C
Z 191-7-.-I--PL.„
43' Radiu 1916.79 of 166:9 ze 191 26 i
4://` '->1916.76
4/ 1916,87 CL '6< /
1916,89 CL -
C
h916.47
1916.45 FL
1916.95 TC
C
41 4/
1916.69 FL
1916, 94
Is 1916.71 FL
vS> ?9/6,76
1'.<".<"?.?•'Tc
1916
FL
4+00 3+50
Pine Ridge Estates
Block 1
O
O
v
0
1'
-P
1918
Lot
3
71'
O
h
CO
0
d
V
n
1919
3+00
Lot 2
75'
2+50
2+00
1+50
21'
NORTH
Seale:
0'
t
1920
2,0'
Lot 1
165.30'
40'
6I'
1921
20' Rad
1+00 in
co
O
S
O
d
V
1916,85 FL
0.3%
191
33 43,
20' Rad.
.0
.4
0.3,2-04
,O 1rr
CL
1916,85 F
1917, 5 L
TC
63.99'
Lot 8
1917
Horizontal Curve
Centerline Data
a =20° 00'00'
T=50'
R=283.56'
L=98.98'
C=98.48'
M=4.31'
E=4.37'
Lot 9
T917,41 TC
}
1916.91 FL
1.25%
1917.09 CL
1.25%
191`,91 FL
1917.41 TC
44;C
1L 91� 191r 11917.86 TC
1917/91z,_ 1917.36 FL
} f4 "c g c'c `}
N
9\'9\501191712 CL
C
"V
1918.17 TC 11918.48 TC 1918.79 TC 1919.11 TC
1919.42 TC 11919.73 TC 11920.04 TC 1920.36 TC
1917,67 FL '1917.98 FL '1918.29 FL '1918.61 FL
wit
Nf
11918.03 CL 11918.34 CL
CuNf
N}
11918.65 CL 11918.97 CL
1918.92 FL 1919.23 FL '1919.54 FL
(1919.28 CL
N
Cu}
11919.59 CL 11919.90 CL
N
�} 1A„1�c‘_CNf Nf N} Nf N} Nf N} Nf
91� 191 1917.36 FL 1917.67 FL 1917.98 FL 1918,29 FL 1918.61 FL 1918.92 FL 1919.23 FL 1919.54 FL
191 jF!Si 1917.86 TC 1918.17 TC 1918.48 TC 1918.79 TC 1919.11 TC 1919.42 TC 1919,73 TC 11920.04 TC
52.33'
VerticalCurve
Centerline Data
PI Sta.= 4+00
PI Elev.=1917.09
Length=50'
M.O.=No Correction
Elev.=1917.09
TC
1918
85'
Lot 10
1919
85'
Lot 11
Note! BM,Chisled 'X' on SE Corner
Concrete Lid For meter pit @ cemetary
& 14th Street.
1920
N
1919.86 F L
1920.22 CL
N�
1919.86 FL
1920.36 TC
100'
Lot 12
1920.67 TC "
1920.17 FL
N} 1.257.
11920.53 CL
NI
1.25%
1920.17 FL
11920.67 TC
20' Rad.
BUILD 6" 47B FCC
Station
Description
Quantity
0+85 to 5+71,97
Concrete Stab
2,330.47 SY
0+85 to 5+71.97
Integral Curb
1,064,28 LF
1+00
Build Sidewalk
80 SF
0+85
Adjust GV
1 each
Adjust MH
3 each
Adjust WV
4 each
5+71.97 to 7+04
Build Flume
792 SF
Removal
Station
Description
Quantity
0+85
Remove Conc.
21.11 SY
1+00
Remove Sidewalk
80 SF
1920.97 FL
1926,59 FL 1920.92 FL
M} Utility pole to be
by others.
1192111.&4 CL 1920.84 FL
pp
n
192c1.54 FL 1920.84 FL
,cv
r
VV
1920.83 FL
A\ CITY OF HASTINGS,
ENGINEERING DEPT. n
Project
Turner Avenue
14th Street, North
Pro). No.
2002-1
De cripti
Plan
De"" BY D k• M
`3/1/02
Contractor
wn 8y D W M
YAW
. No.
SCALE:
HORIZ: 1". 20
RT.: 1"
= 2
192
+
C
0.j
:0
1926
192
192
192
191
1916
C
a
C
�C
CI) p
d
C>
O
0-•w
1924
1922
920
1918
1916
0
6
0'
0
1/46
0'
N-
Co
iD
0'
0'
(U
(U
0
N
0'
Co
0
a!
0'
co
0'
0�
-0•c
N•o
0
t N
0 -ti
0
N
0'
8
t
9'
0'
1'
4
N
T
6+C0
CO
4+0
3+00
1+C
C
0) o
c -F'>
tn>
-RA+
LJ
6+00
5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00
0
c
0
+
U
n
U
CU
0
c
n
F l�
me De Lail
Section
ACITY OF HASTINGS,
ENGINEERING DEPT. 10
Project
Turner Avenue
14th Street, North
Po;. No.
2002-1
Description
Pt a n
Design BY DWM
Dote 3�/1
Colt'''.
Drown BY D W M
x/02
APPG to /
Dm. No 2 of
4