HomeMy WebLinkAbout5012-5Apr 17, 2013 - 1: 44pm K:\ORA-RDWY\094495007 -City of Fontana I uo \worKing \uz) usyss runs \Manaan.awg
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EXISTING CURB -
CONSTRUCT 2" AC JZ
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TYPICAL SECTION NO. 3
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EX. PVMT VARIES
W LU CO TY BE"AR
3"-5"
EXIST. CURB
EXIST. CU
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BETWEEN STA 10+00 AND STA 13+00 \
EXIST. CURB
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TYPICAL SECTION
NO.
AND/OR GUTTER
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NOT TO SCALE
AND/OR GUTTER
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SAWCUT AND
MATCH EXISTING*
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RANDALL AVENUE �'�
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GENERAL NOTES:
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=III—III—III III=11�Ii�ll III III—III—III—III
3
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING STRIPING IN THE FIELD. WHEN CONSTRUCTION IS
TO INSTALL THE STRIPING AS RECORDED AND AS REQUIRED BY THE ENGINEER, AND PER THE FOLLOWING:
COMPLETE, CONTRACTOR IS
EP
EP
SCARIFY 12" SUBGR IAL CONSTRUCT FULL DEPTH
DE
& RECOMPACT SUITABLE MATERIAL AC TO 1" BELOW
EXISTING PAVEMENT
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• SIGNING, STRIPING, AND PAVEMENT MARKINGS BETWEEN ALDER AVE. AND EVERGREEN LN.
13' ��' 13'
TO 95% RELATIVE COMPACTION.
SECTION (4" MIN)
5
•• OMIT TYPE VI MERGING ARROWS FOR EB TRAFFIC.
REMOVE AND REPLACE DETAIL
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•• PAINT DETAIL 37B LANE DROP MARKINGS FROM EAST OF ALDER AVE. TO R3-7(RT) SIGN FOR EB TRAFFIC.
3
3
•• INSTALL W73A(CA) SIGN EAST OF ALDER AVENUE
0.5'
AVE. EXIST' MATCH EXIST.
0.5'NOT
TO SCALE
*AS MARKED BY THE ENGINEER
SCALE IN FEET
_
LIMIT LINE AT THE INTERSECTION OF RANDALL AVE. AND GRACE ST. TO BE MOVED TO 17' FROM CENTERLINE OF
RANDALL MATCH
0GRA201C
0
CONSTRUCTION N 0 T E S
"STOP" LEGEND AT THE INTERSECTION OF RANDALL AVE. AND FRANKFORT AVE. TO BE 8' FROM LIMIT LINE.
-INSTALL
COLD MILL 2" ASPHALT CONCRETE
' EDGE OF TRAVELED WAY LINE ON RANDALL AVE. BTWN STA 38+00 TO STA 40+50 FOR EB TRAFFIC.
-
4
O
• CL STRIPING BETWEEN EVERGREEN LN. AND MAPLE AVE. SHALL BE AS FOLLOWS:
7
3 O4 CONSTRUCT 2" ASPHALT CONCRETE (TYPE B PG 70-10)
•• INSTALL 4" DOUBLE YELLOW CENTER LINE STRIPE FROM ALDER AVENUE TO LOCUST AVE.
EX. PVMT VARIES
7
•• INSTALL 100' DETAIL 15 (SOLID STRIPE ON WB TRAFFIC) EAST OF LOCUST AVENUE.
1 4 3"-5"
4" ASPHALT CONCRETE AT EDGE OF PAVEMENT
AS
.. INSTALL 100' DETAIL 15 (SOLID STRIPE FOR EB TRAFFIC) WEST OF MAPLE AVE.
z OCONSTRUCT
SHOWN ON TYPICAL SECTION NO. 2. RECOMPACT SUBGRADE
TO
TYPICAL SECTION NO. 2
95% RELATIVE COMPACTION.
2. CONTRACTOR TO MILL 2" AND OVERLAY 2" ONLY. EXISTING ELEVATIONS ALONG RANDALL AVENUE SHALL NOT BE
CHANGED OR MODIFIED,
NOT TO SCALE
3
EXCEPT WHERE SPECIFIED.
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'
3. TYPICAL SECTIONS FOR RANDALL AVENUE ARE ON SHEET 5 OF 11.
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4. CONTRACTOR TO SEAL CRACKS ALONG RANDALL AVENUE AFTER MILLING AND PRIOR TO AC OVERLAY.
PLANS PREPARED UNDER THE SUPERVISION OF:
STREET REHABILITATION PLAN
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 124
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SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
11 Q�pFESS/p
40� q
Kimle -Horn
Y
Associates Inc.
CITY OF FONTANA, CA
,� �
�' 2
and DRAWN BY:
SCALE:
LOCATED AT THE SOUTHWEST CORNER OF ATHOL
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YEARS OF THE DATE OF APPROVAL SHOWN HEREON
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® 2013 KIMLEY—HORN AND ASSOCIATES, INC.
AJ4AP
RANDALL AVENUE AS Noted
L AND SIERRA, PK NAIL IN TOP OF CURB
AND CARRIED FORTH IN A DILIGENT MANNER, THE
N0. 75710
Engineering, Planning, and 765 The Cit Drive, Suite 200
9 9. y
DATE:
o
ELEV.:1213.16 NGVD 29 DATUM
DIAL TW❑ WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
INTO CONFORMANCE WITH
s�/��� ��,
9TFpF
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Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY:STA.
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4/10/13 CHECKED BY:
6+00 TO 50+00.21
04/17/13
F clSDICTION oN�) DRAWING NO.:5
PLANS TO BRING THEM
CA��E
2
Cs
TOLL FREE s��
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE ENGR. CITY DATE
STANDARDS IN EFFECT.
AARON AZEVEDO R.C.E. N0. 75710 DATE FHITY
ENGINEER R.C.E. 51,152) 5012 1 1
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REV. REVISION DESCRIPTION
Apr 17, 2013 - 1: 44pm K:\ORA-RDWY\094495007 -City of Fontana I uo \worKing \uz) usyss runs \Manaan.awg