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98
96
3
Remove Concrete Alley Pavement
Sta. to Sta
Side
SY
0-18 to 2+41
Lt C Rt
418 9
Remove 6' Concrete Driveway
Sta to Sta
Side
S Y
0-15tol+I1 •
Lt
1825
Remove 4" Concrete Sidewalk
Sta to Sia
Side
SF
0-16 to 0-1 5
Rt.
66
Remove 6" Concrete Curb
Sta to Sta
Side
L.F
0-16 to 0-1.5
Lt 6 Rt
32.9
2.26 to 2+39
Lt b, Rt
38 8
Remove Junction Box/Salvage Grate E, Frame
Sta.
Side
Each
Size
0+63
T.
1
I' x 2'
I+ 1 1
G.
I
1' x 2'
1+73
C.
1
1'x2'
2+I8
It
1
2' x2.5'
uel Tank fa C
Sta
0+
Sid
Each
45' Lt
64" da. x72
Adjust Manhole to Grade
Sia
Side
Each
0+18
It
1
Adjust Gas Valve to Grade
Sta
Side
Each
0+62.5
4.8' Rt
418.9
1+07
43' Rt
38.8
I+24
5.0' Rt
Thickness
2t 31±-
50'-
I' x 2'
2t33'-
3.0'1 Lt
8"
/06
96'
/00
96
Budd 8" PCC Pavement (47B)
Sta. to Sta
Side
SY
0-18 to 2+41
Lt E. Rt
418.9
Build 6" PCC Driveway (47B)
Sta to Stu
Side
SY
0-01.5 to I+IO
7' Lt !
182.5•
Build 6" PCC Integral Curb (47B)
Sto to Sta
Side
L E
0-16 to 0-15
Lt E. Rt
32 9
2+26 to 2+39
Lt E. Rt
38.8
Build 4" PCC Sidewalk (ABX)
Sta to Ste
Side
SF
0-16 to 0-1.5
Rt
66
Build PCC Junction Box(47B) w/Grats E. Frame
Sta
Side
Size
Each
Floor
Wall
NASTM/&S CITY fASAVFERIN
VASA !Y LUTE ICANYITACTIR
Thickness
Thickness
0+63
Q
I' x 2'
I
8"
8"
1+ 1 1
1
1' x 2
1
8"
8"
1 + 73
S'c
I' x 2'
I
8"
8"
2+18
T.
2 x2.S'
1
8"
8"
Contract by Others
Ti'//c.,/6 :Ye $s€ raNs
/t /D re 2.020
Pie/ed 70
0+00 Ye /0/0
1 0 M
pfiovccr
RLLEY IMPROVEMENT
none NO.
t1D-/9!O -9
DESCRIPTION
ALLEY in BCH /b, OR/G/NAL TOWN ADD/770N
NASTM/&S CITY fASAVFERIN
VASA !Y LUTE ICANYITACTIR
YJAPP VfA!/NPLT
co
IMA NII
2