Loading...
HomeMy WebLinkAbout5012-8a� O U N v v 41 NU O a U) Q v � 3 v +� v � E U O 3 I a L a) 4' Y C: ai 0 •U -a' T v� C= v � v m— o a� L o �-C U .� 0-0 a� a = m v CD (n � U � C �0 >' O C 41 O .� U a) (nn C Q a) C v L aj O VZ L I a� T o 'E Y 1 E C Z3 o (n v m +, v C -v v v (n-0 v C v O a� -*7, L N o w -C C -w aD 73 cn v a) 0-4) rn 3 a) 41 -0 Z) 0 0 3 (� +� c aW Q) E U CU O O U � ai 3 O a� a) U � c 0 ,v_ o L 4� r- 0 0 0 E 0- �E U •- 0-0 -v v v o O O 0 0 +—x x —x x - C 4LLJ ea w V) V) LLI 14-12 W Z w J Q M CONSTRUCTION NOTES 1 COLD MILL 2" ASPHALT CONCRETE OZ 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. OCONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER RECOMPACTED BASE/SUBGRADE. O5 CONSTRUCT TERMINATION JOIN. SEE DETAIL. LEGEND, EXISTING CURB CONSTRUCT 4" AC RIGHT OF WAY — — — CENTERLINE — — — x= CITY OF FONTANA — PROP ZX EX EP EX R/W PROP ES x — — — — x — —x— — — — x— — — x---- — x — —x— x — — PROP EP PROP ES EX EP EX R/W ARMSTRONG ROAD 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. BENCHMARK O CITY OF FONTANA BENCHMARK NO. 124 LOCATED AT THE SOUTHWEST CORNER OF ATHOL AND SIERRA, PK NAIL IN TOP OF CURB ELEV.:1213.16 NGVD 29 DATUM DIAL TWO WORKINIG BEFORE DAYS BEFORE YOU DIG YOU "1 G TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROIM SERVICE ALERT REV. Apr 17, 2013 – 1: 47pm C: \Users\breanne.busby\appdata\local\temp\AcPublish-5172\Locust.dwg CURVE TABLE CURVE RADIUS LENGTH DELTA v 215.00' 118.65' 31'37'08" 0113- lO 88.76' 53'32'02" Q5 60.00' 82.28' 78'34'25" 0 w O 0 +� I� MO Ow N p O F— o0 NO PM O 00N w I n'712— _ Q O — — x.66 N O 00 0) 00 ' — — — 1.87% Q 'A No PROP GRADEo o a I- cfl — — i—N — —_ @ LT P iw — — Q I— +. oa _ -- 85 Mo V) n __ Dor W Z — H + N O J — _ 3 r7 O O M F ~ ►0O OO_ M GRADE 0 LT P '— __ 00 CO Q� d. — Mo o� oo_ prep + N — _ T � V7 C� — M x — oLO CN (0 O — 0 101 — — — — —1. 87. o to — + r` IAJ W LLJ Z Id J H Q SCALE: HORIZ I"=40' VERT I"=4' 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 O O 0 0 +—x x —x x - C 4LLJ ea w V) V) LLI 14-12 W Z w J Q M CONSTRUCTION NOTES 1 COLD MILL 2" ASPHALT CONCRETE OZ 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. OCONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER RECOMPACTED BASE/SUBGRADE. O5 CONSTRUCT TERMINATION JOIN. SEE DETAIL. LEGEND, EXISTING CURB CONSTRUCT 4" AC RIGHT OF WAY — — — CENTERLINE — — — x= CITY OF FONTANA — PROP ZX EX EP EX R/W PROP ES x — — — — x — —x— — — — x— — — x---- — x — —x— x — — PROP EP PROP ES EX EP EX R/W ARMSTRONG ROAD 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. BENCHMARK O CITY OF FONTANA BENCHMARK NO. 124 LOCATED AT THE SOUTHWEST CORNER OF ATHOL AND SIERRA, PK NAIL IN TOP OF CURB ELEV.:1213.16 NGVD 29 DATUM DIAL TWO WORKINIG BEFORE DAYS BEFORE YOU DIG YOU "1 G TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROIM SERVICE ALERT REV. Apr 17, 2013 – 1: 47pm C: \Users\breanne.busby\appdata\local\temp\AcPublish-5172\Locust.dwg CURVE TABLE CURVE RADIUS LENGTH DELTA 3Q 215.00' 118.65' 31'37'08" ® 95.00' 88.76' 53'32'02" Q5 60.00' 82.28' 78'34'25" 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 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CAARMSTRONG RD x — — = —X-- -x— ARMSTRONG RD LOCUST AVE � U CITY OF FONTANA 00 �`' STA 37+10.38 CL ARMSTRONG RD +W CL 7TH STREET -x — — x — — — x — — — LO — — 4- 0 4 + In / M c / T / O G\� 1000, "..00000''\S PLANS PREPARED UNDER THE SUPERVISION OF: E /p p Kiimley-Horn ly O©2013 KIM—HORN AND AS CI� ASSOCIaIeS, Inc. DRAWN BY: e N0. 75710 Engineering, Planning, and 765 The City Drive, Suite 200 AJ Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY: C/V1l" AA OFC Ch�Z�2 4/10/13 CHECKED B) AARON AZEVEDO R.C.E. NO. 75710 DATE FH GRAPHIC SCALE 1"=40' 0 40 80 120 CITY OF FONTANA, CA SCALE: ARMSTRONG ROAD As Noted STA. 6+00 TO 37+50 DATE: 04/17/13 ��D (F RISDICTION ONLY) DRAWING NO.:Ll r ENGINEER R.C.E. 51152 !3 5012