HomeMy WebLinkAbout5044-620' OR 60'
AS NOTED ON PLAN 47' _ _ 13'
1
JOIN AT
EXST (P-
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BASEUNE AVE
JOIN AT
EXST C -
EXST
JOIN AT
EXST
V) - -
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(9 DETAIL "C"
EXST & PROP
SURFACE
777
EXST CURB & I \
GUTTER N �
EXST SIDEWALK x
w
9LY R/W
BASELINE AVE CROSS SECTION
STA 283+80.51 TO STA 284+30.51
STA 304+52.16 TO STA 305+02.16
STA 316+21.46 TO STA 316+71.46
N.T.S.
60' TO 72'
48' TO 60' 12'
46.5' TO 58.5' 6' 6'
BASELINE AVE CROSS SEC"nON
N.T.S.
STA 284+30.51 TO STA 290+01.44
60' TO 72'
48' TO 60'
46.5' TO 58.5'
PROP SURFACE
3
F EXST SURFACE -
12" MIN 95% COMPACTED
SUBGRADE.
BASELINE AVE CROSS SECTION
N.T.S.
STA 290+01.44 TO STA 304+52.16
TOLL FREE '1%QG;aww' 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EXST CMU WALL
2%
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w
En
X1
w
9LY R/W
12'
15'
TCE
6' 6'
SLY R/W
STREET
IMPROVEMENT CONSTRUC110N NOTES
QRpFESS/ p
'y Fti
No. 37
O
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF
Tel: (714) 431-4100
Fax: (714) 825-1669
FONTANA STD. PLAN NO. 1000.
www.us.bureauveritas.com
O2
CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN
DESIGNED BY:
DATE:
NO. 1000.
1000,i-
O3
CONSTRUCT 7" AC OVER 12" 95% COMPACTED NATIVE SUBGRADE.
CHECKED BY:
(R.C. = 95%)
O4
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF
M.R.�-t-
FONTANA STD. PLAN NO. 1003.
O5
CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF
CITY ENGINEER R.CE.
FONTANA STD. PLAN NO. 1004.
51152 DATE:
O6
CONSTRUCT 60' BUS BAY 8" PCC OVER 6" CAB OVER 12" MIN
95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD.
PLAN NO. 1005.
O7
REMOVE EXISTING CURB AND GUTTER.
®
CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD.
PLAN 1006, AND AS SHOWN ON PLANS.
9O
COLD MILL EXISTING PAVEMENT AT VARIABLE DEPTH PER DETAIL
0
"B", "C" OR "E" ON SHEET 7, AND AS SHOWN ON PLAN. CRACK
SEAL PER DETAIL "A" ON SHEET 7, AND PLACE 2" AC OVERLAY.
10
REMOVE EXISTING AC PAVEMENT.
11
COLD MILL 1" EXISTING AC PAVEMENT, CRACK SEAL PER DETAIL
"A" ON SHEET 7, AND PLACE 2" AC OVERLAY.
12
CONSTRUCT CMU WALL PER DETAIL ON SHEET 20.
13
CRACK SEAL PER DETAIL "A" ON SHEET 7, AND PLACE TYPE II
SLURRY.
14
CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD.
PLAN NO. 1002.
15
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN NO.
1007.
16
REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL "D" ON
SHEET 7.
17
CONSTRUCT DRIVEWAY AND RAMP PER DETAIL ON SHEET 20.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO FEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
20' OR 60'
AS NOTED ON PLAN 48' 12'
low 46.5' 1
24.5' I
(A EXST CURB &
GUTTER \
F-
-� 1 EXST SIDEWALK x
r w)
U
Z 12" MIN 95% COMPACTED 9LY R/W
0 Q SUBGRADE.
Q z
O
BASELINE AVE
BASELINE AVE CROSS SECTION
N.T.S.
STA 316+71.46 TO STA 318+50.00
EXST - J 1 J
U Q
O Z
t- <
J
X10
I
BASELINE AVE
48' _ 12' _
46.5'
13
EXST & PROP SURFACE
VARIES
5'
II
J
EXST CURB & U)
GUTTER w
EXST SIDEWALK
SLY R/W
BASELINE AVE CROSS SECTION
N.T.S.
STA 318+50 TO STA 330+20
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CITY OF FONTANA, CALIFORNIA
BASELINE AVENUE IMPROVEMENTS
DRAWN BY.
Prepared Under The Supervision Of
QRpFESS/ p
'y Fti
No. 37
�Pu VFX Bureau Veritas North
my America, Inc.
1565 MacArthur Blvd
Costa Mesa, CA 92626
1826
Exp- 6/30/10
Tel: (714) 431-4100
Fax: (714) 825-1669
CF CA\ -\F
www.us.bureauveritas.com
AS SHOWN
MOHAMMED ROWTHER R.C.E. 37127 Date
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CITY OF FONTANA, CALIFORNIA
BASELINE AVENUE IMPROVEMENTS
DRAWN BY.
TYPICAL!,
SECTIONS
SCALE:
R.B.
AS SHOWN
<
DESIGNED BY:
DATE:
A.A.F.
1000,i-
12-08-09
CHECKED BY:
ACP�VED
DRAWING NO.:L20
M.R.�-t-
CITY ENGINEER R.CE.
51152 DATE:
'�
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