HomeMy WebLinkAbout2949-3R/W
VARIES, 35' TO 52'
R /W
R/W
VARIES 35' TO 52'
LIMITS OF
CRACK
FILLING
50'
R/W
. VARIES. 35' TO 52'
q_
R/W R/W
21' LIM115 UF A.U. UVLKLAY
21'
LIMITS OF A.C. LIMITS OF
REMOVAL & REPLACEMENT 14 1 CRACK FILLING
0.17 A.C. OVERLAY����
NOTE: REMOVE & REPLACE A.C.
CURB FROM STA. 19+30 TO �-
f0.2' EXISTING _ - -`` E TO STA. 27+00 ONLY
"_
0.30' A.C.
E
B
FON TAN A AVE. BETWEEN VALLEY BLVD. & BEECH AVE.
SCALE: N.T.S.
STA. 13+10 TO STA. 28+10
-LIMITS OF A.C. OVERLAY
30'
LIMITS OF A.C.
REMOVAL & REPLACEMENT
24'
J-V.G L_1\1 %J I1III V
V.%JV I'I.V.
LIMITS OF
CRACK FILLING
-0.17' A.C. OVERLAY
Na EA66P rc
FON TAN A AVE. BETWEEN CITRUS AVE. & LEMON AVE.
SCALE: N.T.S.
STA. 11+45 TO STA. 12+35
q_
R/W
35
Underaround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
F Y CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
124-09-506
LIMITS OF A.C. OVERLAY
30'
LIMITS OF A.C.
EMOVAL &REPLACEMENT
24
f0.2' EXISTING
VARIES 35' TO 50'
LIMITS OF A.C.
REMOVAL & REPLACEMENT
VARIES, 25.3' TO 21.8'
0.17' A.C. OVERLAY
0.30' A.C.
FON TAN A AVE. BETWEEN CITRUS AVE. & LEMON AVE.
4'
BACKFILL & COMPACT TO
FINISHED SURFACE WITH
SELECT SUBBASE
REMSION DESCRIPTION
SCALE: N.T.S.
STA. 12+35 TO STA. 13+00
q_
LIMITS OF A.C. REMOVAL & REPLACEMENT
=S, 13' TO 24' VARIES, 16'* TO 21.8'
r--0.17' A.C. OVERLAY
f0.2' EXISTING
0.30' A.C.
R/W
35'
4'
BACKFILL & COMPACT TO
FINISHED SURFACE WITH
SELECT SUBBASE
R/W
35'
4'
'---BACKFILL & COMPACT TO
FINISHED SURFACE WITH
SELECT SUBBASE
*EXISTING WIDTH VARIES FROM 13' TO 21.8'
FON TAN A AVE. BETWEEN CITRUS AVE. & LEMON AVE. WIDEN TO MINIMUM 16'
SCALE: N.T.S.
STA. 13+00 TO STA. 21+30
Q�FEss! "5►C
,gv F
N0. 16434
EXP. 6/30/05
OF cp'ol
SUBMITTED BY:
DATE: Ja Zoo
CARL J. FREEMAN R.C.E. No. 16434
EXPIRES: 6/30/05
i
R/W
i
30' 30'
LIMITS OF H ATER REMIX
33'
r--0.12' A.C. OVERLAY
FERNDALE AVE., GRACE ST., BUCKEYE AVE., & FRANKFORT AVE.
SCALE: N.T.S.
STA. 15+24.50 TO STA. 16+85.14
R/W
30'
I
CL
LIMITS OF A.C. REMOVAL & REPLACEMENT
36'
r 0.12' A.C. OVERLAY
a -
f0.2 EXISTING 0.20 A.C.
R/W
30'
I
FERNDALE AVE., GRACE ST., BUCKEYE AVE., & FRANKFORT AVE.
SCALE: N.T.S.
STA. 10+18.00 TO STA. 15+24.50
NOTES: LEGEND:
SEE DETAIL SHEET 2 FOR HEADER CUT
0
�B EXISTING 6"/8" CURB & GUTTER.CD
17 2 2 7 STREET ADDRESS 1-0
``0
�C EXISTING ROLLED CURB &GUTTER. HEADER CUT PER DETAIL ON SHEET 2
EXISTING CURB ONLY. CD
to
1135-R
,e
HEATER REMIX
OE EXISTING A.C. CURB
REMOVE EXISTING PAVING AND/OR SUBGRADE,
REPLACE WITH A.C. (B2—AR4000). THICKNESS
AS NOTED
OVERLAY WITH AC (C2—AR 4000) THICKNESS AS
NOTED, FILL CRACKS PRIOR TO OVERLAY EXCEPT IN
HEATER REMIX AREAS
E
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED
PAVEMENT REHABILITATION PROJECT
IMPROVEMENTS NOT COMMENCE WITHIN TWO
L.D. KING, INC.
YEARS OF THE DATE OF APPROVAL SHOWN DRAWN BY:
LE: TYPICAL SECTIONS SCA
ccP N.T.S.
L1)4cin 2151 CONVENTION CENTER WAY
HEREON AND CARRIED FORTH IN A DILIGENT
SUITE 100B
MANNER, THE CITY ENGINEER MAY REQUIRE DESIGNED BY
DATE:
ONTARIO, CA 91764
(909) 937-0200
REVISIONS TO THE PLANS TO BRING THEM
C 7/16/01
INTO CONFORMANCE WITH CONDITIONS AND CHECKED BY:
APPR BY DATE: DRAWING NO.: 3
STANDARDS IN EFFECT.DE1P
2949 12
_Sf
�
ITY EN EER R.C.E. No. 15
1135-R
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