HomeMy WebLinkAboutPD2001-3BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Plan
Side
Sq. Yards
0+48 to 5+00
331
LT & RT
1808.0
0+48 to 5+00
301
RT
452.0
BUILD 6" P.C.C. INTEGRAL CURB 47B
Station to Station
Plan
Side
Lin. Ft.
0+48 to 5+00
301
LT
452.0
0+48 to 5+00
301
RT
452.0
REMOVE CONCRETE HEADER
Station
Side
Distance
0+48
LT & RT
36.0
NOTES:
1. Approximately 1,956 C.Y. of excess excavation will be derived
from the construction of this project.
2. All excess excavation derived from the construction
of this Project shall be spread across lots on East
side of Arapahoe to raise the Lot elevation up to
the back of curb elevation.
3. Utility work to be done by Hastings Utilities.
Proposed Water and Sewer Mains and Services are not
shown on plans. Contact Hastings Utilities for
Proposed Location.
1940
Sb
to
04,
93
to
12.
Indian Acres Secon Addition
I Block 1
CO
4-4
9
Curve Data:
13
R = 265.019
Tan = 50'
L = 98.84'
so
to
tO
01
Co
to
Co
11
2+00
Toe
Q /931
I 3+00
41
Co
Curve Data:
R = 1056.9372
co
121.7'
19
,Lo Cb
co
130 "1
7,2
31.73 FL
91/49e.4°A.-793-le°:. 4:419:1.32114 .29; :133IFC_
CU
.47 TC
32.71 TC
A co
al A
Ni 32.95 TO
45 FL
10
32.81 CL
143.4'
32.21 FL
0.48%
10
'4 31.97 FL
32 7 TC
Arapahoe Ave.
32.57 CL
32.21 FL
32.71 TC
/22
32.45 FL
to
Co
33.19 TO
32.69 FL
33.05 CL
32.69 FL
32.93 FL
33.29 CL
10
Co
32.93 FL
alf
to
CtJ
33.19 TC
1/20.20
2 946_
2
9
T.B.M. = F.H., NE Cor. 14th/Laird Ave.
West Rim Bolt
Elev. = 1941.42
3
ss
NORTH
r U
Block 2
ndian Acres Second Addition
del
10
33.67 TO
33 17 FL
0.
33.53 CL
10
33.17 FL
33.67 TC
co
co
co
ref /0
to 3
0.48%
33.42 FL
SEG I
co
te? 33.78 CL
crir
CU
V 33.42 FL
0.4%
CU
A 0.4%
to
00
tO
85'
6
0E6
T.B.M. = F.H., NW Cor. 17
SE Cap Bolt
Elev. = 1929.53
cep
to
to
ier\CITY OF HASTINGS,
ENGINEERING DEPT. C) C3
ARAPAHOE AVE. -
14th Street North to Laird Ave.
2001-3
Description
Construction Plan
Design
BY
Drown By
B.B
B.B.
Date
5/2001
Contract
1938
Scale
Horizontal: 1" -
Vertical: r- 2'
of 2
193
PROPOSED GRADE
31.07. Match
40,
0.1
CV -
07
Cl
CO
4.0
CO
07
1934
Tr
Existing Grade
1932
BEGIN.PROJECT
1930
0.48%
1940
1938
1936
1934
1928
1926
192
QY
EXISTING GRADES
-J
to
31.07 End of. Pavement
ter
ter
40.
ter
1932
1930
1928
1926
1924
0+00
+18
+48+50
1+00
+50
3+00
+50
4+00
+50
5+00
Curve Data:
=8°0704"
R = 1056.9372
Tan = 75'
C =149.6238'
L = 149.7490'
Ch. Br. = N25°57'19"W
33
7�
TC
'l
4 w!'N
1�btas
40,-
<c6
\9
Indian Acres Second -A
Block 1
+ / /
Oz
33
F�
C
6I.
U
60
Curve Data:
10
a = 59°53'46"
R = 69.4274'
Tan = 40'
C = 69.3183'
L = 72.5782'
Ch. Br. = N59°57'44"W
y
Ra
R9,
47
Az
albs* 'ss9,
b0
7+00
Ge
ti
G
3391.
4 TC
X4,
94• �4,• baa
4
st
•
33. se
472 TC
1‘&°4
grapahoe
34'327
e\'
7
p,0
a
\%
/
'i 34 834 8 CG
�O 4e,
�b\o yo
s
/ 4
c5E6I -0 ZEb�
bt
o ti
338-
It' z-
p2
G
346.
UO 34.72 TC
6Z KG'
K
4zio
C'
Uw
TC
*4
40'
U'2
8)'
34.72 TC
1940
b\
T.B.M. = F.H.,
West
Elev.
//diangcr%ck2
561000
q
NE Cor. 14th/Laird Ave.
Rim Bolt
= 1941.42
aa't'.0n
/ 4
8
9
4
,g.
cbv
/
\££6[
kit
420
E6t
10
m
cc0
3;
to
£6I
/
/
t5'6\
•
1#
AI
'69
21
NORTH 12/
Scale: 1"=20'
a'
20' 40' 60'
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Plan
Side
Sq. Yards
5+00 to 8+12
331
LT & RT
1,248.0
5+00 to 8+12
301
RT
3110
BUILD 6" P.C.C. INTEGRAL CURB 478
Station to Station
Plan
Side
Lin. Ft.
5+00 to 8+12
301
LT
312.0
5+00 to 8+12
301
RT
3110
BUILD CONCRETE HEADER 47B
Station
Side
Distance
8+12
LT & RT
36.0
NOTES:
1. Approximately 1,956 C.Y. of excess excavation will be derived
from the construction of this project.
2. All excess excavation derived from the construction
of this Project shall be spread across lots on East
side of Arapahoe to raise the Lot elevation up to
the back of curb elevation.
3. Utility work to be done by Hastings Utilities.
Proposed Water and Sewer Mains and Services are not
shown on plans. Contact Hastings Utilities for
Proposed Location.
4. Contractor shall grade intersection at Laird Ave. so
vehicles will be able to turn around. This work will
be subsidiary to the Unit Price of Build 6" Concrete
Pavement.
T.B.M. = F.H., NW Cor. 17th/ Laird Ave.
SE Cap Bolt
Elev. = 1929.53
ACITY OF HASTINGS,
ENGINEERING DEPT. C3
Project
ARAPAHOE AVE. -
14th Street North to Laird Ave.
Proj. No.
2001-3
Description
Design By
B.B
Construction Plan
Dote 512001 Contractor
Drown By
B.B.
Approved By
Dm. No.
2 of 2
/
/
193
1936
Scale
Horizontal: 1"= 20'
Vertical: 'l 2'
1940
PROPOSED GRADES
co
W
oa
CO
0)
CO.
UT
^*-
N
4
N
N n
M1.0
co
/
/
1934
x
zisting c5rade ...... .
1932
N
CO
Proposed Grade
Ii
til
a
a-
D.
1930
1928
1926
0
W.
1938
1936
1934
1932
ai
J
1924
EXISTING
GRADES
ca
d'cez
0
1'
N
36.42 Center'
1930
1928
1926
LO
M
O
1924
+50 5+00
+25
+50
6+00
+50
7+00
+50
8+00
+12 +32
+50
+68+70
+90 9+00
+20
S
se
2
\
1X00
Nt
28.63'
2+00
121.7'
13 12
3+00
90'
4+00
74
\4'
2
55 —_
\ rr
3
6'
i
i
V
4
85'
5
10
cox�� \\t
7+00
6'
\ \ _•�_�7.2c. •_ '0964
/
/
/
a>•
/
9
N
N
11
143.4'
5+00
NORTH
Scale: 1"=20'
iy
213' 0' 20' 40' '
N
\co
85'
6
N
N
N
\\
ACITY OF HASTINGS,
ENGINEERING DEPT. 17 0
Project
ARAPAHOE AVE. -
14th Street North to Laird Ave.
Proj. No.
2001-3
Description
Joint Detail
Design By
B.B.
Drawn By
B.B.
Date
5/2001
Contractor
Approved
Dm. No. 1 of 1
W
..
11
75'
O
O
11.75'
2
O
OJ
03
N
\co
85'
6
N
N
N
\\
ACITY OF HASTINGS,
ENGINEERING DEPT. 17 0
Project
ARAPAHOE AVE. -
14th Street North to Laird Ave.
Proj. No.
2001-3
Description
Joint Detail
Design By
B.B.
Drawn By
B.B.
Date
5/2001
Contractor
Approved
Dm. No. 1 of 1