HomeMy WebLinkAbout4223-6PKW`Yl WIDTH
12'
'1 6' 5.5'
0
f 2%
VARIES 60' TO 68'
EX RW
VARIES 30' — 60'
41' VARIES 15' TO 22'
EXISTING GROUND I
a
s
12" COMPACTED
SUBGRADE i
i
1
C�BASELWE AVE
30'
60'
EX RW
40'
BASELINE AVE CROSS SECTION
N.T.S.
STA 189+51.72 TO STA 194+07.25
TI = 10
12" COMPACTED
SUBGRADE
PKWY WIDTH
12'
5.5' I 6'
SUBGRADE
SUBGRADE
BASELINE AVE CROSS SECTION
N.T.S.
STA 194+07.25 TO STA 198+02.95
TI = 10
x
w
w
12" COMPACTED
SUBGRADE
NOTE: THE FULL DEPTH AC PAVEMENT SECTIONS OF
BASELINE AVENUE ARE BASED ON A TRAFFIC
INDEX OF 10.
BASELINE AVE CROSS SECTION
N.T.S.
STA 199+08.19 TO STA 211+20.71
TI = 10
TOLL FREE -qqmmPlp-1 —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
12" COMPACTED
SUBGRADE
CL
cifCL
PKWY WIDTH
12"
o 11 6' 1 5.5-
w
L
2/0
12" COMPACTED
SUBGRADE
STREET IMPROVEMENT CONSTRUCTION NOTES
1O CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA
STANDARD PLAN NO. 1000.
O2 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF
FONTANA STANDARD PLAN NO. 1000.
O3 CONSTRUCT 7" AC OVER 12" 95% COMPACTED SUBGRADE.
SO CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA =
STANDARD PLAN 1006, AND AS SHOWN ON PLANS.
9� REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL
"A" ON SHEET 7.
10 REMOVE AND REPLACE EXISTING AC PAVEMENT WITH 12" AC
FULL DEPTH SECTION AC PER DETAIL "B" ON SHEET 7.
BASELINE AVE CROSS SECTION
12" COMPACTED
SUBGRADE
N.T.S.
STA 212+25.22 TO STA 224+41.19 a
TI = 10
L
0
60' 60' _
EX RW I EX RW PKWY WIDTH
30' 30' 12'
N
VARIES 41' TO 51' VARIES 4' TO 14' 41' 5.5' 6'
0
o
EXISTING GROUND EXST EDGE OF PVMT VARIES VARIES EXST EDGE OF PVMT
STA 227+86 BEGIN STA 227+86 BEGIN
to
9 10 10 g I Q
0
N
a --
2%
2% I
-'- :
O
2% Pill
12" COMPACTED O�� H•q`
SUBGRADEOPP
x.12'31
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REVISION DESCRIPTION DATE ENGR. CITY DATE
qBASEUNE AVE
BASELINE AVE CROSS SECTION
.N.T.S.
STA 225+45.71 TO STA 229+67.70
TI = 10
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of
AS-BUIL7 RECORD DRAWINC7 �zlp�-�►� t•� . oeR�EBs���q�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALBerr �1
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 37 DRAWN BY:
M.L.
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO o , s/3o/os 2001 East First Street DESIGNED BY:
Sonto Ana, CA 92705 A. F.
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDS�9 �I����Q' TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY:
N EFFECT. � OFCA��F M.R.
STANDARDS / T. C
— Date
V
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v u V)
N
12" COMPACTED
SUBGRADE
i
0
N
n�
T
CITY OF FONTANA, CALIFORNIA
i
BASELINE AVENUE IMPROVEMENTS
0
SCALE: z
TYPICAL CRO S SECTIONS DATE. AS SHOWN
m
05-16-07
APP 0 ED BY: DRAWING NO.: 6
th
�•� •417 4223 41
CI Y ENGINEE R.C.E. 51152 DATE. a