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CYPRESS
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CONSTRUCTION NOTES v
(D- REMOVE EUCALIPTUS TREES WITHIN R/W
( TOPED AND STUMPED 22" TO 38" IN DIAM. )
SAW CUT TO NEAT, CLEAN EDGE.
3 CONSTRUCT 4" A.C. PAVEMENT OVER COMPACTED
NATIVE SOIL.
4 CONSTRUCT 8" CURB AND GUTTER PER STD. a 101
5 CONSTRUCTION VARIABLE THICKNESS A.C.
OVERLAY ( I" MIN. )
-- CONSTRUCT P.C.C. SIDEWALK PER STDA 105-A
%
CONSTRUCT P.C.C. DRIVEWAY PER STD. 103 W 0 16 FT. -
RIVERSIDE BLUEPRINT . RIVERSIDE, CALIF.
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Ii00'_ V 60' 1948 76.05'
79.11 T.C. '� ` 4,� G f2 0 '. /� C, a a c� a o n 85.85. T.C. 87-:24 T.C.
81.19 T.C. 82.40 T.C.
78.44 F.L. io =f� " 80.5$ F.L. 81.74 F.L. 85.18 F.L. 86.56 F.L.NVENUE
M
7 8.4 0 T.C. 79.92± T.C. 83.63 T.C. 84.98 T.C. 87.18 T.C.
M 77.`l5 F.L. .2[-79.28 F.L. 2 82.96 F.L. 84.32 F.L. 86.53 F.L.
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SCALE, 1" = 40'
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Z ESTIMATE OF QUANTITIES. Il i Z III
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ITEM NO.
I REMOVE TREES & STUMPS, 7
.2 SAW CUT A/C, 115 L.F. U>
3 4_ .. A.C., 1020 SO.FT., 25,5 `TON
4 8" C G , 100 L.F. STD.101
5 1" OVERLAY,2310 SO. FT. 14 TON
C SIDEWALK, 336 SO. FT. excluding d/W
7 DRIVEWAY, 16 F T . RES.,STD. # 103
3
oc
32'
22'
10'
3
0.5' 4'
Slope 1 /4"/ 1'
20'
12'
10.5'
5 2' Feather EXIST. C & G
1-:�
EXIST. A.C. PAVEMENT
TYPICAL SECTION
CYPRESS AVENUE
N.T.S.
BENCH MARK
B.M. NO. 407, P.K. NAIL IN THE WEST' END OF CURB RETURN
AT THE S.W. CORNER OF CYPRESS AND MILLER.
ELEVATION 1,355.59 FT.
GARY J. COBB, LAND SURVEYOR
17010 SAN BERNARD I NO AVE.
F'ONTANA, CALIF. 92335
17141 829- 11 982
MOLO' GUPTA, P.E. R.C.E. 31708
CITY OF FONTANA CALIFORNIA
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1
fDRAWN BYSTREET IMPROVEMENTS scA�E
G.J.C. AS SOWN
750181
DESIGNED BY DATE
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G.J.C. CYPRESS AVENUE JULY 1992 I
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CHECKED BY APPROVED BY 9 t DWG. NO. SHEET t