HomeMy WebLinkAboutINT14P99r
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•
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CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
UTILITY WORK TO BE DONE BY HASTINGS UTILITIES.
APPROXIMATELY 29e.35 CUBIC YARDS OF EXCAVATION
WILL BE DERIVED FROM THE CONSTRUCTION OF THIS
PROJECT. EXCESS EXCAVATION SHALL OE PROPERTY
OF THE CITY OF HASTINGS. A HAUL SITE SHALL
BE DETERMINED BY THE ENGINEER.
--i..1..•••
Str
1
1
3
799
Hastings City Surveyor Date
4A
-01
CC
c
0
9S-
1 1
1
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i
Construction
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to n
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1
2
\
1
140'
341SW
1
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10 111 1
tar w ler
12th St sway
Utilities Director of Engineering
Date
near
OF fltdik A..rw w.
3
I Air
Re,P\4
ar at
7
8
maw
Hastings City Engineer
Date
•
l
1
son
•
0+00
0+25
1+00
1+44.11
•
49r61
=19 .81
-21ttunier711
37.4
JwMlma.rs-rAIL.. -w-w-IMO
EU=1939.34
1
4S-91‘..1
��I 948.05 xEL=
-r
ELT;1937.38
` w --w
Ole :Ul i -w -w
1936
7
7 FL`
19 .6
19 .1
T
'K
0.61X
Slope \
xEL=1936.51 �
�i 15,56 CL
xEL=1936.62
-w- -�1. 193Z0%
NORTH inth,
Scala: 1 "=st'
SIti;esaisitielpie.
1940
•
1938
r
0.612
MB
935.73
El.&i93�
!935.73
!Lope
1
EL=1936.9e xEL=19
EL=1937,ca1
1936
1934
1932
1930
Z
6-4
4
Ir
I$
--w-Os w -g -w --
''1•111111111111--.w «. AL- r....1L!
L 1935,85 FL 1935,96 FL 11 36.07 FL
� 3�.0
L 035.85 C =r .47x1 36.07
1935.96 CL
74-
3 it 1935.85 F 11935.96 FL 1
• I
1
I '
EL=193 ..EL7
37.31
1
1936
31.09 t s,<9 _
'r
af9 s I
IS:›00
EL=1937.631,
EL 93
1
•EXISTING GRADES
LAJ
1'
A
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LJ0
ii
0
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CYW
z
Il.!
0
0+00
•
7 C1
1
36.07
0
L 19'1
9 ;r;
9 -.4-
7
•
w
1936'
L
9
FL
19
xEL=1936.49
L-1936.46
FL
.31 -
1939118 8 'x -
EL=1937.41
1937.33
FL
EL=1931.57
EL=1937.53
L=1937.13
0 IEL=1937.10
---L=1936.68
NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION
FOR HANDICAP RAMPS TO 8E LOCATED IN
FIELD BY ENGINEER
1
.
• BUILD 6' 47B PCC
Station
Description
Quantity
0+25 to 1+44.11
Concrete Slab_�
709.42 S.Y.
0+25 to 1+44.11
: Integral Curb
229.67 LF
0+25 to 1+44.11
Header
98 LF
0+25 to 0+50
Driveway
25.2 S.Y.
•
•
1
0
0
A
USED GRADES
0*e5
0
LJ
;Y
IJ
SCALE:
H0R217. 1 - 20.'
VERT.: t. ; 2'
9'-0'
9'-0'
10'-0'
10'-0'
10'-0'
10'=0'
Joint Patterns
CITY of HAMM, elm 0
ENGINEERING DEBT,
14th. St, & Pepperidge Int.
INT -14P99
sie"wh. Plan, Profile and Const, Joints
- DVM
1111' 1-21-9!
Sidowlw
~ DVM
at
•
1
1+00
1+44.11
•
t
-.43,-0'.-
10'-o•-•__--101-0•1--
" -
10'-0'
.
----....10"-Os'
. 4
10'=0'
Joint Patterns
CITY of HAMM, elm 0
ENGINEERING DEBT,
14th. St, & Pepperidge Int.
INT -14P99
sie"wh. Plan, Profile and Const, Joints
- DVM
1111' 1-21-9!
Sidowlw
~ DVM
at
•
1
1+00
1+44.11
•
t