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— — — — ADJUST WATER
VALVES
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PROPROP EP EX R/W
GRAPHIC SCALE 1"=40'
0 40 80 120
CONSTRUCTION NOTES
1 COLD MILL 2" ASPHALT CONCRETE
O2 PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE PULVERIZED
MATERIAL, RECOMPACT TO 95% RELATIVE COMPACTION. USE
EXCESS MATERIAL AS FILL ON ARMSTRONG ROAD. SEE SPECS FOR
CONSTRUCTION PHASING.
3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER
RECOMPACTED BASE/SUBGRADE.
O CONSTRUCT TERMINATION JOIN. SEE DETAIL.
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EX EP
LOCUST AVENUE
DIAL TWO WORKING
BEFORE DAYS YOU DIG YOU MGA
TOLL FREE 811
A PUNU C SERVI CE BY t!>1MERGRO" SM CE ALERT
XZ, -70\ 1 __ ._� �...-
RADIUS
LENGTH
DELTA
25.00'
38.33'
87'50'56"
15
25.00'
38.94'
89'14'57"
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PROP ES
PROP EP C/L LOCUST AVE
zn
00
04 r t
v
AA
66+00
EX EP EX R/W
— — — — ADJUST WATER
VALVES
10._
9010 r ,
00
VCD
PROPROP EP EX R/W
GRAPHIC SCALE 1"=40'
0 40 80 120
CONSTRUCTION NOTES
1 COLD MILL 2" ASPHALT CONCRETE
O2 PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE PULVERIZED
MATERIAL, RECOMPACT TO 95% RELATIVE COMPACTION. USE
EXCESS MATERIAL AS FILL ON ARMSTRONG ROAD. SEE SPECS FOR
CONSTRUCTION PHASING.
3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER
RECOMPACTED BASE/SUBGRADE.
O CONSTRUCT TERMINATION JOIN. SEE DETAIL.
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EX EP
LOCUST AVENUE
GENERAL NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING
STRIPING IN THE FIELD. WHEN CONSTRUCTION IS COMPLETE,
CONTRACTOR IS TO INSTALL THE STRIPING AS RECORDED AND AS
REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL
INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE
OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER.
2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH
TO PROVIDE 6" MINIMUM OF PULVERIZED MISCELLANEOUS BASE.
3. TYPICAL SECTIONS FOR LOCUST AVENUE ARE ON SHEET 6 OF 11.
4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS
APPROXIMATE AND SHALL BE DEFINED BY THE ENGINEER.
5. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
LEGEND
EXISTING CURB -
CONSTRUCT 4" AC
CONSTRUCT 2" AC
RIGHT OF WAY — — —
CENTERLINE
3ENCHMARK
CITY OF FONTANA BENCHMARK NO. 124
_OCATED AT THE SOUTHWEST CORNER OF ATHOL
AND SIERRA, PK NAIL IN TOP OF CURB
LEV.:1213.16 NGVD 29 DATUM
C: \Users\hrennna hnchv\nnnrin+.,\Inr.,�\+e..,.,\ n, o„�.i,.,L.
DIAL TWO WORKING
BEFORE DAYS YOU DIG YOU MGA
TOLL FREE 811
A PUNU C SERVI CE BY t!>1MERGRO" SM CE ALERT
XZ, -70\ 1 __ ._� �...-
RADIUS
LENGTH
DELTA
25.00'
38.33'
87'50'56"
15
25.00'
38.94'
89'14'57"
F
-
W
cm001-
D
Q
C cr_��
a
REVISION DESCRIPTION
DATE
ENGR.
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GENERAL NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING
STRIPING IN THE FIELD. WHEN CONSTRUCTION IS COMPLETE,
CONTRACTOR IS TO INSTALL THE STRIPING AS RECORDED AND AS
REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL
INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE
OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER.
2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH
TO PROVIDE 6" MINIMUM OF PULVERIZED MISCELLANEOUS BASE.
3. TYPICAL SECTIONS FOR LOCUST AVENUE ARE ON SHEET 6 OF 11.
4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS
APPROXIMATE AND SHALL BE DEFINED BY THE ENGINEER.
5. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
LEGEND
EXISTING CURB -
CONSTRUCT 4" AC
CONSTRUCT 2" AC
RIGHT OF WAY — — —
CENTERLINE
3ENCHMARK
CITY OF FONTANA BENCHMARK NO. 124
_OCATED AT THE SOUTHWEST CORNER OF ATHOL
AND SIERRA, PK NAIL IN TOP OF CURB
LEV.:1213.16 NGVD 29 DATUM
C: \Users\hrennna hnchv\nnnrin+.,\Inr.,�\+e..,.,\ n, o„�.i,.,L.
DIAL TWO WORKING
BEFORE DAYS YOU DIG YOU MGA
TOLL FREE 811
A PUNU C SERVI CE BY t!>1MERGRO" SM CE ALERT
XZ, -70\ 1 __ ._� �...-
RADIUS
LENGTH
DELTA
25.00'
38.33'
87'50'56"
15
25.00'
38.94'
89'14'57"
F
-
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
ARMSTRONG ROAD/LOCUST AVENUE & 7TH
STREET INTERSECTION DETAIL
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
25.00'
38.33'
87'50'56"
15
25.00'
38.94'
89'14'57"
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS 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
STANDARDS IN EFFECT.
PLANS PREPARED UNDER THE SUPERVISION OF:
� tOFES� Kimley-Horn
D and Associates Inc.
y Z DRAWN BY:
r N0. 75710 ® 2013 KIMLEY-HORN AND ASSOCIATES, INC. AJ
Engineering. Planning, and 765 The City Drive. Suite 200
4L Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY:
s� CiviAA
C���F 4/10/13 CHECKED BY:
AARON AZEVEDO R.C.E. NO. 75710 DATE FH
STREET REHABILITATION PLAN
CITY OF FO NTANA, CA
SCALE:
LOCUST AVENUE As Noted
:�STA. 6 +00 TO 66+95.02 DATE:
_l11-17 04/17/13
' VED CI RISDICTION ONLY) DRAWING NO.: 1 1
l `3 5012
CITY ENGINEER R.C.E. 51152