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HomeMy WebLinkAbout5012-7v O U N v � II NU O Q US US II � 3 � II C i L U O 3 I IN L � O o U C II II N O Q II L Q :3 = Q � U 3 U 3 N Q - O O L N m t C C O - - v C� 0-0 V -0 O v (n -0 U) C Q v �- -II II - C U 2 •L (n OCCC_ Y 41 T C Q) E c :3 o in II C +' Q II II II (n -II II C II v o v +, �II N O �_r_ ,1 (On v v CL 0 _21 3 (n v � o C: 3 +- C CL v Q) E U C O U U O-0 v 17) 41 «� C: 3 O L v N U C" a� O L c � v ° a � E U 0-0 v � II 1-- o Apr 17, 2013 - 1: 47pm C: \Users\breanne.busby\appdata\local\temp\AcPublish_5172\Locust.dwg o_ w o OW IM 0 oow o w d� +o +M ow N F- O + + a�� M O p W ow _0.84i N o� +M C3 O� -- — -- 1.02 N N0 + p� OD_ -- NP OW t-jN O --"- -- 1.01 NM + OW to V)0 Q Mri NO OM 0 Od — — ---- O.8 -- 0.9 9 H N PROP GRADE It N M o ow o n °' _� (n V) -- — _ _ @ LT EP o O -- — 0.9 1 Q u7M La W NZ J _ - --_ 1.29 to d� O + _ — N N Q — — — — — — 1.57 (n 1034 EX GRADE CSD LT I P SCALE: HORIZ I"-40' VERT I"=4' 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 CITY OF FONTANA 0 o PROP EP EX R/W EX EP PROP ES C/L ARMSTRONG RD o O O O — X— X X X X X X X X X —X X --X X X X X —X X X X X X + Lr) — — — — — — — — — — — — — — — — — — — — — — N — —00 N1-- F- W -- - — _14 W Q N - ww ww U-1 - z V) V) J H Q E-P EX R/WPROP ES EX PROP EP GENERAL NOTES: ARMSTRONG ROAD 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING CONSTRUCTION NOTES STRIPING IN THE FIELD. WHEN CONSTRUCTION IS COMPLETE, CONTRACTOR IS TO INSTALL THE STRIPING AS RECORDED AND AS LEGEND 20 REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL 2 PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE PULVERIZED �� MATERIAL, RECOMPACT TO 95% RELATIVE COMPACTION. USE EXCESS INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE y MATERIAL AS FILL ON ARMSTRONG ROAD. SEE SPECS FOR OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. EXISTING CURB CONSTRUCTIO',d PHASING. CONSTRUCT 4" AC 2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH O3GRAPHIC SCALE i"=40' CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER TO PROVIDE 6" MINIMUM OF PULVERIZED MISCELLANEOUS BASE. RECOMPACTED BASE/SUBGRADE. RIGHT OF WAY — — — 3. TYPICAL SECTIONS FOR LOCUST AVENUE ARE ON SHEET 6 OF 11. CENTERLINE — 0 40 80 120 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. BENCHMARK CITY CITY OF FONTANA BENCHMARK NO. 124 Q O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO ESS a PLANS PREPARED UNDER THE SUPERVISION oF: 0 Kimle Horn Y STREET REHABILITATION PLAN CITY OF FONTANA, CA LOCATED AT THE SOUTHWEST CORNER OF ATHOL e and Associates, Inc. DRAWN BY: SCALE: AND SIERRA, PK NAIL IN TOP OF CURB kOAAAAAAAAAAAAAAVA YEARS OF THE DATE OF APPROVAL SHOWN HEREON DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE N0. 75710 ® 2013 KIMLEY–HORN AND ASSOCIATES, INC. Engineering, Planning, and 765 The City Drive, Suite 200 AJ ARMSTRONG R 0 A D AS Noted 1 ELEV.: 1213.16 NGVD 29 DATUM TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLLFREE 811 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH s�glf �����\P OF CA��F Environmental Consultants Orange, California 92868 (714) 939-1030 ��ZL4/10/13 STA. 15+00 TO 26+00 1-74 FPF�,D DESIGNED BY: AA DATE: 04/17/13 CHECKED BY: Y. i URISDICTION ONLY DRAWING NO.: 7 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. AARON AZEVEDO R.C.E. N0. 75710 DATE FH - 5012 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ITYENGINEER R.C.E. 51152 1 1 Apr 17, 2013 - 1: 47pm C: \Users\breanne.busby\appdata\local\temp\AcPublish_5172\Locust.dwg