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Cpm o I� [V J 'I' F- N N H + 0' W I-_ — + GENERAL NOTES: Z JOINz I �w F -n RANDALL AVENUE <� (IfC141 Z to a' N� p 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING STRIPING IN THE FIELD. + o IW I� N N NI _j IN � WHEN CONSTRUCTION IS COMPLETE, CONTRACTOR IS TO INSTALL THE STRIPING AS RECORDED - af't V) [�2 N P C3I I> IN M o AND AS REQUIRED BY THE ENGINEER, AND PER THE FOLLOWING: ¢ _ o' � N .0- a 0 SIGNING, STRIPING, AND PAVEMENT MARKINGS BETWEEN ALDER AVE. AND EVERGREEN LN. V) rn,* a- 01-3 OMIT TYPE VI MERGING ARROWS FOR EB TRAFFIC. T w •• PAINT DETAIL 37B LANE DROP MARKINGS FROM EAST OF ALDER AVE. TO R3-7(RT) LO SIGN FOR EB TRAFFIC. -0) •• INSTALL W73A(CA) SIGN EAST OF ALDER AVENUE00 � 00 • LIMIT LINE AT THE INTERSECTION OF RANDALL AVE. AND GRACE ST. TO BE MOVED TO 17 N ca FROM CENTERLINE OF RANDALL AVE. CONSTRUCTION NOTES 0 "STOP" LEGEND AT THE INTERSECTION OF RANDALL AVE. AND FRANKFORT AVE. TO BE 8' FROM LIMIT LINE. LEGEND U1 COLD MILL 2" ASPHALT CONCRETE INSTALL EDGE OF TRAVELED WAY LINE ON RANDALL AVE. BTWN STA 38+00 TO STA 40+50 FOR EB TRAFFIC. OEXISTING CURB 0 0 4 CONSTRUCT 2" ASPHALT CONCRETE (TYPE B PG 70-10) • CL STRIPING BETWEEN EVERGREEN LN. AND MAPLE AVE. SHALL BE AS FOLLOWS: INSTALL 4" DOUBLE YELLOW CENTER LINE STRIPE FROM ALDER AVENUE TO LOCUST AVE. CONSTRUCT 2" AC �7 CONSTRUCT 4" ASPHALT CONCRETE AT EDGE OF PAVEMENT AS •• INSTALL 100' DETAIL 15 (SOLID STRIPE ON WB TRAFFIC) EAST OF LOCUST AVENUE. GRAPHIC SCALE IN FEET SHOWN ON TYPICAL SECTION NO. 2. RECOMPACT SUBGRADE TO •• INSTALL 100' DETAIL 15 (SOLID STRIPE FOR EB TRAFFIC) WEST OF MAPLE AVE. CONSTRUCTION VAR. 0 20 40 80 95% RELATIVE COMPACTION. DEPTH AC (2" MIN) 2. CONTRACTOR TO MILL 2" AND OVERLAY 2" ONLY. EXISTING ELEVATIONS ALONG RANDALL t�8 REMOVE EXISTING DRAINAGE STRUCTURE AND CONSTRUCT MANHOLE AVENUE SHALL NOT BE CHANGED OR MODIFIED, EXCEPT WHERE SPECIFIED. RIGHT OF WAY - - - PER CITY STANDARD PLAN NO. 3013 TO SAME INVERT ELEVATION, MANHOLE ELEVATION TO BE FLUSH WITH NEW PAVEMENT SECTION. 3. TYPICAL SECTIONS FOR RANDALL AVENUE ARE ON SHEET 5 OF 11. CENTERLINE - 9� CONSTRUCT VARIABLE DEPTH ASPHALT CONCRETE (2" MIN TYPE B 4. CONTRACTOR TO SEAL CRACKS ALONG RANDALL AVENUE AFTER MILLING AND PRIOR TO AC PG 70-10) OVERLAY. BENCHMARK p D SHOULD CONSTRUCTION OF THE REQUIRED PLANS PREPARED UNDER THE SUPERVISION OF: STREET REHABILITATION PLAN CITY OF FONTANA BENCHMARK NO. 124 LOCATED AT THE SOUTHWEST CORNER of ATHOL IMPROVEMENTS NOT COMMENCE WITHIN TWO �oQROF q D Kimley-Horn F CITY OF FO NTANA, CA AND SIERRA, PK NAIL IN TOP of CURB o YEARS OF THE DATE OF APPROVAL SHOWN HEREON ym D and Associates Inc. w r*i © 2013 KIMLEY-HORN AND ASSOCIATES, INC. DRAWN BY: SCALE: ELEV.: 1213.16 NGVD 29 DATUM DIAL TWD WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75710 Engineering, Planning, and 765 The City Drive, Suite 200 AJ RANDALL AVENUE As Noted BEFORE DAYS BEFORE t)L Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY: DATE: YOU DIG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE ST 10+72.22 TO 21+50 PLANS TO BRING THEM INTO CONFORMANCE WITH lE' civl� ch���P AA 04/17/13 TOLLFREE OF CA��F 4/10/13 CHECKED BY: OV BY: R JURISDICTION ONLY DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. AARON AZEVEDO R.C.E. NO. 75710 DATE FH 5012 I ENGI EE R.C.E. 51152 1 1 Apr 17, 2013 - 1: 42pm K:\ORA-RDWY\094495007 -City of Fontana T05\Working\05 Civil Plan s\Randall.dwq