HomeMy WebLinkAbout5192-2TOP WFSf_cI
qii
EX. TOP WEST CURB
cV
cV
N
co
1
8
cV
29
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C)
%
0
EX. TOP WEST CURB
1303
0)
N
EX Sr ING F.SCL
E'LY
'1-
12'
11
11'
W'LY
1
0.5'
CONST 4' PCC SIDEWALK
CONST FONTANA STD. 6 C&G ALJ
E E D AVENUE
LOOKING SOUTH
N.T.S.
DIAL
BEFORE
YOU DIG
APN 0192022030000
®STA 2947.48.82
STA 294+43.92
O/S 15L
294+50
CNi
0
295+00
125.12'
BENCH MARK No 154
"X"` IN SOUTH SND OF
CL RB RTN. 1 VY AVE. &
ELEV.= = 1305.11
S.5
MA
NG
GAVE.
295+50
o
0
a
N
0
N
0
cp
+
N
EMERALD AVE.
APN 0192022270000
® RELOC. WM. @ 4' L ® CONS" 6" C&G
77WAI IMMI1117
MEW
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(00.87) 0.76 FL I
01.49
01.1
0
o
N
(0.80 TCL
(0.30 FL)
(0.85)
f01.07 TC)
(0.57 FL) JOIN
0
0
(01.65)
(01.98 TC)
(01.48 FL)
(02.16 FL)
(02.37)
o SMH
I0
(Ni
a
Clq
0+
N N
Q JOIN
11 izk
(02.85)
(02.94),
(02.65)
Fe
(03.3
(02.83 FL
STA 295+44.50
(03.05 TC)
(02.55 FL) JOIN
APN 0192022360000
STA 295+73.94
END S.W.
V. SC. 1111=21
H. SC. 1'1=20'
0.50'
C)
. J 0
SAW CUT & OVERLAY "'
PER DETAIL "A", SHT. 1
‘41-
0
N
W
0
0
0
0
c0
0
N
SMH
IzR1r
TWO WORKING
DAYS BEFORE
YOU DIG
//)
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
0 10 20
1-i -1 I Feet
SHOULD CONSTRUCTIOP OF THE REQUIRED
IMPROVEMENTS NOT COI MENCE WITHIN TWO
YEARS OF THE DATE OF AFPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQLRE REVISIONS TO THE
PLANS TO BRING THEM IN -0 CONFORMANCE WITH
STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
�r E�)RGE CASTILLO
Date ; :/2,/ds, •/
R.C;.E. 47127
CITY OF FONTANA, CALIFORNIA
PLAN 8c PROFILE STREET IMPROVEMENTS
DRAWN BY:
DESIGNED BY:
CfAC
CHECKED BY:
8254 EALD AVE.
ED
ENGINEER
10 41
DAT :�
R.C.E. 51152
SCALE:
As Noted
DATE
1 2/1 8/201 4
DRAWING NO.:
5192
CONSTRUCTION NOTES AND QUANTITIES:
ITEM
DESCRIPTION
QUANTITY
UNIT ,
Ol
CONSTRUCT MIN. 4" A.C. PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
SUBGRADE PER CITY OF FONTANA STD. NO. 400. ACTUAL STRUCTURAL SECTION
TO BE DETERMINED BE RECOMMENDATION OF SOILS ENGINEER AT COMPLETION
OF ROUGH GRADING
350
S.F.
0
CONSTRUCT 6" CURB AND (GUTTER PER CITY OF FONTANA STE. NO. 1000
95
L.F.
0,
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 (W=4 FEET)
500
S.F.
O4 �
SAWCUT AND REMOVE EXIS>TING A.C. PAVEMENT
316
S.F.
O5 ;REMOVE
EXISTING CURB OR CURB AND GUTTER
95
L.F.
0;
GRIND AND OVERLAY 0.1' WIN A.C. PER DETAIL "A" OF SHEET 1
99
L.F.
O7 i
CONSTRUCT DRIVEWAY APFPROACH PER CITY OF FONTANA STD. NO. 1002. (W=12 FEET)
2
EA.
O8
RELOCATE AND ADJUST WATER METER TO GRADE (BY OTHERS)
1
EA.
0.50'
C)
. J 0
SAW CUT & OVERLAY "'
PER DETAIL "A", SHT. 1
‘41-
0
N
W
0
0
0
0
c0
0
N
SMH
IzR1r
TWO WORKING
DAYS BEFORE
YOU DIG
//)
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
0 10 20
1-i -1 I Feet
SHOULD CONSTRUCTIOP OF THE REQUIRED
IMPROVEMENTS NOT COI MENCE WITHIN TWO
YEARS OF THE DATE OF AFPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQLRE REVISIONS TO THE
PLANS TO BRING THEM IN -0 CONFORMANCE WITH
STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
�r E�)RGE CASTILLO
Date ; :/2,/ds, •/
R.C;.E. 47127
CITY OF FONTANA, CALIFORNIA
PLAN 8c PROFILE STREET IMPROVEMENTS
DRAWN BY:
DESIGNED BY:
CfAC
CHECKED BY:
8254 EALD AVE.
ED
ENGINEER
10 41
DAT :�
R.C.E. 51152
SCALE:
As Noted
DATE
1 2/1 8/201 4
DRAWING NO.:
5192