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HomeMy WebLinkAbout4281-19-------- ---- STA. 29+89± e o �.i■ __ _ OXI . ...... 1 0 � --- - --------------- LA 1202 1201.25 -TAI N 1. 1200.71 TIC TIC 1201 c ir 8 (1199.40 /TC — EXISTING o _ 1200 GROUND - EXISTING 9 1199 1198 A2 7**7' 45 oi9o��i�e��, O �. • An ev 0 W -M., W, A2 1201 1200 1199 1198 1197 1202 1201 1200 1199 1198 1202 1200.931 1201 EXISTING TC GROUND 1200 1199 1198 1202 1200.99 TC 1201 EXISTING 9 GROUND 1200 1199 1198 A 8 of a I Lei [0 El 0 1 r- ___ 0 1 • STA. 33+36f TC 52' 71. 1202 1201 1200 1199 1198 1202 1201 1200 1199 1198 1202 1201 1200 119 1198 10 3' , 04'j 459 8' 1201.41 1201.25 -TAI N 1. TC (_Q TIC c ir 8 (1199.40 /TC — TC o _ 1200.28 - EXISTING 9 EXISTING GROUND - 0 - STA. 36+36± 5o'4'id. 45" 8' 1201.53 1201.36 TC PC M. - -TAI N 1. TC lei c ir /TC o _ 1200.28 - STA. 36+88± 1202 1201 1200 1199 1198 1202 1201 1200 1199 1198 1202 1201 120 1199 119 STA. 37+37± Zo Wf - 45* 8' C010 TC01.55 STA. 37+87f 202 1201 200 1199 198 1 202 1201 1200 1199 1198 1203 1202 1201 1200 1199 10 E-7 9 45 9 8 9 1201.76 -TAI N 1. TC 1201.66 /TC STA. 37+87f 202 1201 200 1199 198 1 202 1201 1200 1199 1198 1203 1202 1201 1200 1199 10 E-7 9 45 9 8 9 1201.76 TC 1201.66 /TC 1200.28 EXISTING 9 GR UNDTC 8 S2 10� U. `-7 - 0 ........... . . 0 STA. 38+38± 03 1202 1201 1200 1199 1202 1201 1200 1199 1198 1203 1202 1201 EXISTING GROUND 1200 1199 1203 1202 1201 1200 1199 -STA. 38+86± 1202. TC 1200.78 STA. 39+35± STA. 40+36± 89 1202 1201 1200 1199 1198 —1203 —1202 1201 1203 1202 1201 1200 1199 D D STREET IMPROVEMENT CONSTRUCTION NOTES: CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. 2 CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. �:1:.ORD 7 CONSTRUCT 7" OF ASPHALT CONCRETE PAVEMENT OVER 1.09 OF 9596 COMPACTED NAl1VE SOIL D ,'s O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 299). O9 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL N0.' 1000. SCALE VERT. 1•=2• HORZ. 1 =20' UnderAS—BUILT REVISIONS 6SHOULD CONSTRUCT'ION OF -TME CITY OF FONTANA, CALIFORNIA. ciround Service Alert 1- THA TKE ENGINEERING, INC. SEC110N 4216/4217 OF THE GOVERNMENT PAVEMENT WAS REMOVED AND REPLACED 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT 'TREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF 'ME STREET IMPROVEMENT PLANS CODE REQUIRES A DIG ALERT IDENTIFICA11ON RIVERSIDE, CA 92506 [ff.. f MI NUMBER BE ISSUED BEFORE A PERMIT TO DATE OF APPROVAL SHOWN HEREON MAYM FOOTHILL BOULEVARD (951) 680-0440 AND CARRIED FORTH IN A DILIGENT SWL ASSHOWN EXCAVATE WILL BE VALID No.69984 RING FAX (951) 680-0490 FOOTHILL BOULEVARD MANNERTHE CITY ENGINEER MAY SECTIONS FOR YOUR DIG ALERT I.D. NUMBER CALL Ev9-30-08 , .DegM BY: WE: UNDERGROUND SERVICE ALERT CIVI (0 __ZO 0-cl EAST AVENUE TO CHERRY AVENUE REQUIRE REVISIONS TO THE PLANS TO TME JUNE 2007 BRING THEM INTO CONFORMANCE WITH cwcm Br. DAIE- MA%= ML. TOLL FREE 1-800-227-2600 TERRY M. R&NNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. 19 11 TWO WORKING DAYS BEFORE YOU DIG REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08 // C TMR 612.\ 4281 REV. CITY ENGINEER R.C.E. No. 51152 27