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HomeMy WebLinkAbout4281-181201 1200 1199 1198 1197 1201 1200 1199 1198 1197 (i N -.r I I A& I&- V I %.w %-.1 � k1l 1201 200 1199 1198 1197 10 4'.,.- 45' 8 1200.09 TC 1199.85 TIC 1198.98 1200 TIC 9 8 1199 EXISTING 1198 GROUND 1197 1196- 0 STA. 22+ 9 2± 201 200 199 198 197 120 119! 119 119' 119%, 1201 1200 1199 1198 1197 1200 1200.14 TIC 1199 1199.95 /TC 1199.08 1198 1199 1197 1198 07pp�' 119 N, Piz! EXISTING ---o' EXISTING • o GROUND EXISTING---'� EXISTING AWAI1 GROUND GROUND STA. 23+44± 120 119! 119 119' 119%, 1201 1200 1199 1198 1197 1200 1201 1199 120C 1198 1199 1197 1198 1196 119 1201 120C 1199 1198 1197 STA. 23+90± 1200 1201 1199 1200 1198 1199 1197 1198 1196 1197 , -7' 7' Ife 451 1200.17 1200.42.. 1200 .-.1200 TIC TIC 1199.57 TL 1198 1198 p�� � 0 N, — W EXISTING ---o' EXISTING • o GROUND O / EXISTING AWAI1 GROUND STA. 24+41 0 J. 01, 10 5 7 45' 81 --- 7 STA. 24+92± f5' f-79 45 9 811 1200.14 1199.38 1200 .-.1200 Tc TIC TC 1198 1198 p�� � 0 N, — W EXISTING ---o' EXISTING • o GROUND O / R�T�O� d�.�e;�� AWAI1 STA. 24+92± f5' f-79 45 9 811 1200.14 1200.33 1200 .-.1200 TIC Tc 1199.47 1198 1198 1107 1197 N, EXISTING ---o' EXI STI N G GROUND GROUND R�T�O� d�.�e;�� AWAI1 STA. 25+40± 1201 11 1200 .-.1200 1199 1199 1198 1198 1107 1197 STA. 25+89± 7, 45 JI 8 1200.52 /Tc 1201 1200 1199 1198 1197 1201 1200 1199 1198 1197 STA. 26+41 ± 1201. 1201 1199.67 1200 1199 .1199 1198 TIC -A 1197 1197 N, EXISTING ---o' GROUND L01 R�T�O� d�.�e;�� AWAI1 1201 1200 1199 1198 1197 1201 1200 1199 1198 1197 STA. 26+41 ± 1201. 1201 1200 1200 1199 .1199 1198 1198 1197 1197 1201 1201 1200 1200 1199 1199 1198 - 1198 1197 1197 1201 1200 1199 1198 1197 1201 1200 1199 1198 1197 STA. 26+90± STA. 27+41 ± 1201 1200 1199 1198 1197 1201 1200 1199 1198 1197 1202 1201 1200 1199 1198 STA. 27+90± 1201. 1200 1199 1198 1197 STA. 28+38± STA. 28+89± 1201 1200 1199 1198 1197 1202 1201 1200 1199 1198 1201 1200- 1199 -E G 1198 1197 .STA. 29+38± 1201 1200 1199 1198 1197 STREET IMPROVEMENT CONSTRUCTION NOTES: O1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O2 CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. (D CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.09 OF 95% COMPACTED NATIVE SOIL. �����: -NG O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). O9 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. SCALE VERT. 1 =29 HORZ. 1 $9 =20* Underaround Service AlertTKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITYOF FONTANA, CALIFORNIA SEC110N 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS CODE REQUIRES A DIG ALERT IDENTIFICATION RIVERSIDE, CA 92506 STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE NUMBER BE ISSUED BEFORE A PERMIT TO DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCME. (951) 680-0440 AND CARRIED FORTH IN A DILIGENT SWL FOOTHILL BOULEVARD AS S111OWN EXCAVATE WILL BE VALID No.69984 FOOTHILL BOULEVARD -CR SECTIONS FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.9-330-08 ERING FAX (951) 680-0490 MANNER, THE CITY ENGINEER MAY DMM BY: DATF.- UNDERGROUND SERVICE ALERT IV% EAST AVENUE TO CHERRY AVENUE REQUIRE REVISIONS TO THE PLANS TO TmR TUNE 2007 CA%. BRING THEM INTO CONFORMANCE WITH CHECKO BY: Y.. DATE-* MAWNG NO.: TOLL FREE 1-800-227-2600 TER M. RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. 7w 18 TWO WORKING DAYS BEFORE YOU DIG XPIRES: 9-30-08 ThiREV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY ENGINEER R.C.E. No. - 51152 4281 27 CIIFNI' CIT")F FONIANA OB 4: 101-18