HomeMy WebLinkAbout4410-1aRd
III
W
ESTIMATE OF QUANTITIES
1. 3,444S.F. (65 Tons) A.C. pavement.
2. 330.1 L.F. 8" curb and gutter.
3. S.F. Comm. driveway. (Znc.,
4. L.S. Grading.
5. 1,304 a. iala w1a A
a=
Chis. "0 " on north top of curb
at N.E. core Valley Blvd. and
Cherry Ave. 100 ± east of C.L.
Cherry Ave.
i
ex C16
I
VA114 & Y 04 VO.
A27',6
VICIAll 7 Y A4,4 P
Al. r 5.
PEW=
kiz
z
i
ex C16
I
VA114 & Y 04 VO.
A27',6
VICIAll 7 Y A4,4 P
Al. r 5.
PEW=