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HomeMy WebLinkAbout4749-5W W W W O O O ti Q F– W W z I -17U Q SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITRUS 0 40' 80' 120' SCALE: 1"=40' 1 REV. SPOT ELEVATIONS, NOTES, ADDED TREE WELL 3/2010 WD13 OVERLAY AREA, PAVEMENT AREA. ADDED TRANSITION REV. REVD" DESCRIPTION DATE ENGR. CRY fDATE QROFESS/pN fn��p OPv ID b i — m N0.43296 Exp. 0313"" sr CIVO- �P qlE CAL%* AVENUE I" eering inc. General Cavil, Municipal, Water and Wastewater Engineering, Planning, Construction Management and Surveying 118 West Lime Avenue Monrovia, Ca. 91016 Phone: (626) 357-0588 Fax: (626) 303-7957 w SLOVER AVE. Ci237---054--19 x 0251 51--25 —,opo SLOVER AVE. PLAN AND PROFILE FOR STREET IMPROVEMENTS CITRUS AVENUE (6„W) I EM CONSTRUCT AC PAVING GRIND EXISTING AC PAVEMENT (0.15' MIN) 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 CONDITIONS AND STANDARDS IN EFFECT. 00MOLKIM NOW 1� CONSTRUCT 5" AC OVER 8" CRUSHED AGGREGATE BASE 2� CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL NO. 1000. 3� CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL NO. 1006 (S=10'). GRIND EXISTING A.C. PAVEMENT 18' WIDE, 0.15' DEPTH. 7a-- CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.15' MIN.) PER TYPICAL SECTION. 10 POWER POLES TO BE RELOCATED (BY SO. CAL. EDISON CO.). 12 PROTECT IN PLACE 19—REMOVE EXISTING A.C. BERM. 15 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STANDARD PLAN NO. 3004, SEE DETAILS ON SHEET NO. 2. 16 CONSTRUCT LOCAL DEPRESSION TYPE "B" PER CITY OF FONTANA STANDARD PLAN NO. 3003. 17 REMOVE EXISTING CATCH BASIN/CORRUGATE PIPE AS REQUIRED. 1 g CONSTRUCT 30" (2000D) RCP LATERAL D, DETAIL "B" HEREON. 21 CONSTRUCT 18" (2000D) RCP LATERAL D, DETAIL "B" ON SHEET NO. 5. PIPE CONNECTION CASE 3 PER CITY OF FONTANA STD. PLAN 3025. 1Q 25 CONSTRUCT 4.5" A.C. MIN. OVER 12" MINIMUM OF 95' COMPACTED NATIVE SUBGRADE. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS DRAWN BY. CITRUS AVENUE sem. J.A.M. STA. 57+00.00 TO STA. 57+24.89 AS SHOWN DESIGNED BY: DATE: FR?M 285.19'YO ALISO DR. TO 310.09' N/0 ALISO J.A.M. DECEMBER 2008 CHECKED BY -DATE. DRAWING NO.: 5 k1 RG/O.A.S. • ^ ' Z'Z CITY ENG EER R.C.E. No. 51152 4749 5