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HomeMy WebLinkAbout5012-4C 0 U T v v v •- v- 04' �0 �L a {- v 3 U � N vn) v N (ten s i+ U C o— , a� C �- 0 -0 O N m � a C LA 0 U2 0 co o'E Y C T O o 41 o in v Cv v o • . C s o N 0 C +� N � v v a� C a0 C L v� 3 V� V v ° 0 -0 L_ C 3 C av a� E UM C U O O U -0 O N -C ._ �-C C 3 0 N U 0- a o C a) o a U E O-0 -0 C v -C %&- l-- I- O Apr 17, 2013 - 1: 43pm K:\ORA-RDWY\094495007 -City of Fontana T05\Working\05 Civil Plans\Randall.dwg 0 0 + EX. GROU14D AT CENT RLINE. R UND 0 BE RE—E TABLI HED O LAi AT EXISTING GRADES o — — — 00 — — — — — — — — — — — — — — — _ — — — — — _ _ — _ — + (O--- Z 00 00 D 00 0 0 00 0D 0 00 0 O — — — — — — — — — — W 00 00 00 00 700 W H 2 00 W W Q � � Z w J 2 U H Q 44-70 -14-70 SCALE: HORIZ I"=40' VERT I"=4' LEGEND 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 EXISTING CURB cV 0_ r� U o w CONSTRUCT 4" AC ^ r- U an M-� CONSTRUCT 2" AC 0 an )oc0 +_j U') -L0 pM '- RIGHT OF WAY — — — w_j 00 1- r � C14 Pe) + M + I I a Q CENTERLINE - '' EX R/W EX CURB AND GUTTER Q v7 ,n 116.5 30.5 � v~i M M i EX CURB AND GUTTER N _ _ Q Q i� - C/L RANDALL AVE T O .. •ti • • /I �; a� • 1 _- x O ?' " — — — s — — — — — — — --- — — — O _ o r. 2 7 1 + (n 4 "� b y . �n AT EX ING Uj F- /34 0 +0 3 7+ "� +00 39 0 FL IN +0 4 00 CI OF ONT A 42+ N '2 9"E +00 44 0 5+0 ? 4 < _ Z_:, w < i N (n N N i W-*' '`� _ OUN OF AN ERN�DI/Neww 4 N Q — w z _ 6 :, EX EP — • • • _ J EX � EP U ,•_ 4 Q 7 7 F- , �, i - - - (D EX R/W Q — — —-- — — — �/ N N O \� ca y + EX CURB AND GUTTER -- �� + M o+ '? ao m - �- - r- EX CURB I- X Ix X u7 UiAND GUTTER coo Q P r` M +� �� �� RANDALL AVENUE �� ,`�N aoa` 30.5' 14'�'I. I V) (~nom M M Ul O� _ _-� M Q (O HW Q� Q LO (nom O� DZj U)rro (~►r0 + Z GENERAL NOTES: GRAPHIC SCALE IN FEET 'D U << Q 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING STRIPING IN THE FIELD. WHEN CONSTRUCTION IS COMPLETE, CONTRACTOR IS TO INSTALL THE STRIPING 0 20 40 80 Q O AS RECORDED AND AS REQUIRED BY THE ENGINEER, AND PER THE FOLLOWING: (i (0 (0 SIGNING, STRIPING, AND PAVEMENT MARKINGS BETWEEN ALDER AVE. AND EVERGREEN LN. CONSTRUCTION NOTES •• OMIT TYPE VI MERGING ARROWS FOR EB TRAFFIC. •• PAINT DETAIL 378 LANE DROP MARKINGS FROM EAST OF ALDER AVE. TO R3-7(RT) SIGN FOR EB TRAFFIC. O1 COLD MILL 2" ASPHALT CONCRETE•• INSTALL W73A(CA) SIGN EAST OF ALDER AVENUE • LIMIT LINE AT THE INTERSECTION OF RANDALL AVE. AND GRACE ST. TO BE MOVED TO 17' FROM CENTERLINE OF RANDALL AVE. O3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER "STOP" LEGEND AT THE INTERSECTION OF RANDALL AVE. AND FRANKFORT AVE. TO BE 8' FROM LIMIT LINE. RECOMPACTED BASE/SUBGRADE. INSTALL EDGE OF TRAVELED WAY LINE ON RANDALL AVE. BTWN STA 38+00 TO STA 40+50 FOR EB TRAFFIC. • CL STRIPING BETWEEN EVERGREEN LN. AND MAPLE AVE. SHALL BE AS FOLLOWS: U4 CONSTRUCT 2" ASPHALT CONCRETE (TYPE B PG 70-10) ee INSTALL 4" DOUBLE YELLOW CENTER LINE STRIPE FROM ALDER AVENUE TO LOCUST AVE. •• INSTALL 100' DETAIL 15 (SOLID STRIPE ON WB TRAFFIC) EAST OF LOCUST AVENUE. O6 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD. 403 ee INSTALL 100' DETAIL 15 (SOLID STRIPE FOR EB TRAFFIC) WEST OF MAPLE AVE. O7 CONSTRUCT 4" ASPHALT CONCRETE AT EDGE OF PAVEMENT AS 2. CONTRACTOR TO MILL 2" AND OVERLAY 2" ONLY. EXISTING ELEVATIONS ALONG RANDALL AVENUE SHALL NOT BE CHANGED OR MODIFIED, EXCEPT WHERE SPECIFIED. SHOWN ON TYPICAL SECTION NO. 2. RECOMPACT SUBGRADE TO 95% RELATIVE COMPACTION. 3. TYPICAL SECTIONS FOR RANDALL AVENUE ARE ON SHEET 5 OF 11. 4. CONTRACTOR TO SEAL CRACKS ALONG RANDALL AVENUE AFTER MILLING AND PRIOR TO AC OVERLAY. BENCHMARK CITY OF FONTANA BENCHMARK NO. 124 Q O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO ESS,� PLANS PREPARED UNDER THE SUPERVISION OF: � Kimle yHorn STREET REHABILITATION PLAN CITY OF FONTANA, CA LOCATED AT THE SOUTHWEST CORNER OF ATHOL o y and Associates, Inc. AND SIERRA, PK NAIL IN TOP OF CURB YEARS OF THE DATE OF APPROVAL SHOWN HEREON �, ® 2013 KIMLEY-HORN AND ASSOCIATES, INC. DRAWN BY: SCALE: DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75710 Engineering, Planning, and 765 The CRYDrim, Suite 200 �� RANDALL AVENUE As Noted DESIGNED BY: AA DATE: 04/17/13 ELEV.:1213.16 NGVD 29 DATUM TWE W❑RKI NG � DAYS BEFORE BEFORE � YOU DIG You DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH S'j C/VIV ��- Environmentd Consultants Oranifornia 92868 (714) 939-1030 ges Cd STA !33+50 TO 46+00 - - TOLLFREE 811 OF CA��F 4/10/13 CHECKED BY: AP V Y: JURISDICTION ONLY /- � DRAWING NO.: 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AARON AZEVEDO R.C.E. NO. 75710 DATE ! 5012 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. FH 1 1 CITY ENGINEER R.C.E. 51152 Apr 17, 2013 - 1: 43pm K:\ORA-RDWY\094495007 -City of Fontana T05\Working\05 Civil Plans\Randall.dwg