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HomeMy WebLinkAbout2833-81 F -- W W (/) W W U) 0 O 0 lq H 17 U Ld 0 m Q W W U) 0 0 0 Q U) W Z J U I- Q O ry W J d W W U) 0 O + O O Q I- U) W Z_ J U !-- Q SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 14 4660.67 20592.06 N00@1 5'57"E 2744.51 3 7405.17 20604.80 Underground Service Alert 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 LDK JOB #: 124-07 SLOVER AVE. QP�RlCy� �, No 44226 Exp.6-30-01 Q. (7� CAL Construction Notes O1 REMOVE ASPHALT CONCRETE AND REPLACE WITH 0.45' ASPHALT CONCRETE OVER 0.66' CLASS 2 AGGREGATE BASE Q CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY O3 CONSTRUCT ASPHALT CONCRETE DIKE PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STD. DWG. N0. 117 O4ADJUST MANHOLE TO GRADE O5 ADJUST VALVE TO GRADE 6 PROTECT IN PLACE O7 COLD PLANE PER DETAIL HEREON Lr)lcinG2151 SUITE jppgE TION CENTER WAY ONTARIO, CA 91764 (909) 937-0200 MICHAEL PATRICK THORNTON R.C.E. No. 44226 EXPIRES: 6-30-01 NOTE: CONTRACTOR SHALL PROTECT EXISTING DRIVEWAYS INPLACE. IF CONTRACTOR DAMAGES EXISTING DRIVEWAYS, CONTRACTOR SHALL REPAIR EACH, AT CONTRACTOR'S EXPENSE AS DIRECTED BY CITY. LEGEND O1 REMOVE ASPHALT CONCRETE AND REPLACE WITH 0.45' ASPHALT CONCRETE OVER 0.66' CLASS 2 AGGREGATE BASE CITRUS AVENUE PAVING JURUPA AVE. TO SLOVER AVE. LWLL- Lu W (n O 0 0 LO Q 1- w W Z J U I- Q EXISTING CURB ONLY U Ld 2O CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY @COLD PLANE PER DETAIL HEREON CITRUS AVENUE PAVING JURUPA AVE. TO SLOVER AVE. LWLL- Lu W (n O 0 0 LO Q 1- w W Z J U I- Q EXISTING CURB ONLY U Ld '7f f fes• ,,, 9' �.. , f,.'f. ��- ' m A Li W U) 0 0 EXISTING CURB + ONLY O Co 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. OVERLA T THICKNESS IjW_1;l"IfA1 3/8" LIP OVCRLH T THICKNESS SECTION B -B m SECTION A -A EXISTING CURB AND GUTTER un TYPICAL COLD PLANE DETAILS N.T.S. SCALE: 1 " = 40' � CITY OF FONTANA, CALIFORNIA CITRUS AVENUE Ms/ccP CITRUS AVENUE PAVING DESIGNED BY: FROM JURUPA AVE. TO SLOVER AVE. MPT CHECKED BY I APPROVED ,B'f CITY ENG DATE: Gam'. (:// PO R.C.E. No. 25126 ZRALL: AS SHOWN DATE:- JUNE ATE:JUNE 2000 DRAWING NO.: 8 2833 / 1117-R mm