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HomeMy WebLinkAbout5227-10 10+50.00 21+60:00 1030 1030 1030 R,W q. 1030 W'LY 12.00' 22.00' R/W 2.00' 12.00' 22.00' 7.00' 2.00' 1015.26 1020 7.00' 1020 1020 TC 1020 1013.43 1013.16 1013.08 1015.53 (1015.23) FS FG TC FS FG =2_00% R=2.997( =1.085/ - - - - - - _ r 2.0 R=2`58% ( =1.21 _ - - - - ii,. mom 1014.76 1013.00 LIP (1015.15) 1010 012.49 1012.66 1010 1010 1014.59 FS 1010 UP 1015.49 FL 1013.39/ FL BW BW 1000 1000 1000 1000 990 990 990 990 20+00.00 72+00.00 1030 1030 1030 RAW 1030 W'LY R/W i 12.00' 22.00' 12.00' 22.00' 2.00' _ 7.00' 2.00'_i _ 7.00' 1015.76 1020 1020 1020 TC 1020 1014.03 1013.76 (1013.63) 1016.03 (1015.81) FG TC FG =2.00% R=3.16 =1.91 Y FG =2.00% R=2`097( =1.33' _ --� - - - - - - - 1015.67 a 1015.26 ( ) 1013.26 (1013.54) 1015 99 UP FS 1010 1013.09 UP FS 1010 1010 BW 1015.09 1010 1013.99 FL FL BW 1000 1000 1000 1000 990 990 990 990 20+50.00 22+50.00 LY 1030 W'LY 1030 1030 R 1030 R/W L 12.00' 22.00' 12.00' 22.00' _ 2.00' 2.00'j 7.00' 7.00'_ 1016.20 (1016.26) 1020 1020 1020 1016.47 TC 1020 1014.53 1014.26 (1014.16) FS FG TC FS FG •=2.00% R=3.22 8=1.95 L00 __R6* .i7. % - - - - - - - - (1016.12) FS 1010 1013.76 (1014.06) 1015.70 1014.49 UPFS 1010 1010 101B16.43 UP 1010 BW 1013.59 1015.53 FL FL 1000 1000 1000 1000 990 990 990 990 21+00.00 1030 WLY 1030 W'LY R/W R/W 12.00' 22.00' 12.00' 22.00' 2.00' 7.00_ 2.00' 1016.91 1016.64 (1 016.71) 1020 1015.03 1014.76 1014.69 1020 1030 FG \ re FS 1030 FG TC FS \ =2.00% R=3.627(R=1.44 - - =2_00% R==2.737( =1.06, 1016.1 :\(1016.61) uP 1010 10 UP 1014.62 1010 1020 1016.87 1020 UP 1015.97 1014.99 FS BW FL BW 1014.09 - - - - - - FL 1000 1000 1010 1010 990 990 1000 1000 °0 a 0 z 0 U W0 fn < 3 m WD/D# 8-360371179 g 0 Du , liE' DITSHOULD CONSTRUCTION OF THE REQUIRED 'sioFESS/cit,,q� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 7 /�. RD S F Thienes Engineering, /nc. M IMPROVEMENTS NOT COMMENCE WITHIN TWO � T ti STREET IMPROVEMENT PLAN �r F Ci CML ENG/NEER/NG • LAND SURVEY/NG r YEARS OF THE DATE OF APPROVAL SHOWN HEREON �� 14349 F7RESTONE BOULEVARD DRAWN BY: SCALE: W AMANNANNANNANAMAAA Ilk� ORNIA 90638 an(714 AWANWAMAWA LA i- 1FFAx(714)511 7J DST CATAWBA AVENUE AS SHOD �,AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. No. 56155DIAL TWO WORKING DESIGNED BY: CROSS CT10NSBEF❑RE DAYS BEF❑RE CITY ENGINEER MAY REQUIRE REVISIONS TO THE J' Exp. 12-31-16 Q ADATE: Y❑U DIG , / QSTA. 19+ 23+00.00 YOU DIG 9 MSRo a PLANS TO BRING THEM INTO CONFORMANCE WITH TF CIVI\' OQ` Date : ,I` CHECKED 6Y: APPR�'� DRAWING NO.: °" TOLL FREE 1-800-227-2600 OF C A��F 4 I / DATE: ( � 1O '8 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. EINHARD STENZ L RCE NO. 5 115 `J' 227 RCS CITY ENGINE ' '.C.E. 11 2 2 u o