Loading...
HomeMy WebLinkAbout5708-17I Z+mw ] 32+'SQ00 30 FOQ00 27150.00 1070 1070 1070 1070 1070 1070 1070 1070 VR/W CL R/W R RI/W R CL R R R%IW E CL R WNW R/W CL R 0'.- 0, 78' 78' _ 1060 PROP. 14' 32' 30'A PROP. 16' 1060 1060 PROP. 14' 32' 32' PROP. 14' 1060 1060 PROP. 14' J_',2' 32' 1060 1060 PROP. 14' 32' 32' 1060 DEDICATION 12' 1 34' 34' 12' DEDICATION DEDICATION 12' 34' 34' j 12' DEDICATION DEDICATION 12' 34' DEDICATION 12' 34' 1047.73 1047.73 1 1046.18 1044.79 1050 FS R=�00% R=2.00% - - FS 1050 1050 10 FS FS - FS 1044 56 104F3S18 104X95 _ R=2.00% R=200% J FS 1050 1050-T 01% 1050 1050 1050 1047.50 - - 2 -I� - - -- IR 218% _ - `� rn 1047.50 I - - I- 1040 TC �' a ,� cn 1040 1040 1.045.95 1045.41 1045.41 1045.95 1040 1040 �, z 1040 1040 1040 of o� o�J TC TC UP UP TCa5 (COD, Mo CD 1030 1030 1030 1030 1030 o 1030 1030 1030 FONTANA PA K IMP FONTANA PA IMP STREET P ANS STREET PL NS PHASE I PHASE I 1020 1020 1020 1020 1020 1020 1020 1020 36+50:00 1080 1080 34+50.00 32+00.00 2!+50.00 27100.00 1070 1070 1070VEX1070 1070 1070 1070 1070 1070 1070 RI/W R/W R/W RyCL EX CL W R%IW R/W R%W R%W R�W R/W RyW RI/W R/W CL RyW 0, 1 1 92, 1 1 1 78' 1 78' 1060 1060 1060 PROP. 14' 32' 32' PROP. 14' 1060 1060 PROP. 14' 32' 32' 1 PROP. 14' 1060 1060 PROP. 14' 1 1 32' 32' 1060 1060 PROP. 14' 32' 32' 1060 DEDICATION 12' 34' 34' 12' DEDICATION DEDICATION 12' 34' 32.42 11 3.58 DEDICATION DEDICATION 12' 34' DEDICATION 12' 34' 1047.41 1047.41 1045.91 1045.79 TRANS. AN 1045.97 1044.48 1044.25 1042.81 1042.58 1050 -- - - - _ - -- - - - 1050 1050 F� FS 1050 1050 F VAR. VAR. 1050 1050 1050 1050 1050 R=2.00% R=2.00% FS FS FS TC FS TC - -- - - R=2. 0% R=2.03% _ - ,g=1.88% I� - - -- - - R=2.02% 1047.18 I 1047.18 I 1045.14 1045.16 - - 1040 1040 1040 "' 1040 1040 - 1045.70 1040 1040 1040 1040 1040 TC a ,� U 6 v, TC 1045.68 UP UP ,� N z C> o TC TC TC iia ,,yo � oz CD �o O J O N C,� d c\ 1030 1030 1030 FONTANA PA IMP 1030 1030 FONTANA PA IMP 1030 1030 '-`` 1030 1030 U- 1030 STREET P- NS STREET PL NS � PHASE I PHASE I 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 36+42.46 I @ ECR SANTA ANA AVE 34+00.00 311'50.00 2trF+00.00 2x+50.00 1070 1070 1070 1070 1070 1070 1070 V EX 1070 1070 1070 R/IW REX /W CL R/W R'yW RN EX R/W CL1 -1 921 R%W E' 1070 R I/W R/W CL R'yW R'yWY RNW R/W CL R%W R 1/W R/W CL R,yW 1060 PROP. 14' 32' 9 30' PROP. 16' 1060 1060 PROP. 14' 32' 32' PROP. 14' 1060 1060 PROP. 14' 32' 9 32'A PROP. 14' 1060 1060 PROP. 14' 32' 78 32' 1060 1060 PROP. 14' 32' 78 32' 1060 DEDICATION 12' 34' 34' 12' DEDICATION _ - - - DEDICATION 12 34 34 12 DEDICATION DEDICATION 12 34 27.83 1 .17 DEDICATION DEDICATION 12 34 DEDICATION 12 34 1049.37 1049.37 1047.08 10468g.96 1047.08 1045.65 1045.54 TRANS. VANS. 1045.85 1044.17 1043.94 1042.45 1042.22 1050 1050 FS _ R=0.90% R=0.90% _ _FS 1050 1050 FS R=2 00% R==2.,00% _ FS 1050 1050 FS FS VAR. VAR. FS 1050 1050 FS TC 1050 1050 FS TC 1049.14 1049.13 _ R=2.00% R=2.16% - _ _ - R-2.03% - I- - - I R=1.95% TC I I TC 1046.85 1046.31 1046.31 1046.85 I I I I -- 1 1040 00 oo u- 1040 1040 1040 1040 1045.42 1044.96 1040 1040 o z 1040 1040 1040 Cl J o'1 o J TC LIP LIP TC TC 1044.88 LIP 045. UP TC°-Ja �� No 1030 !FONTANA PIMP 1030 1030 FONTANA PA IMP 1030 1030 ''FONTANA PA IMP 1030 1030 1030 1030 0! A K � 1030 PT STREET P NS STREET PL NS STREET PL NS PHASE PHASE I 11 PHASE I 1020 1020 1020 1020 1020 1020 10201 1 1020 1020 1020 36+00.00 I I 33+50.00 31+00.00 28+50.00 26+00.00 1070 Ex E 1070 1070 1070 1070 1070 1070 1070 1070 1070 RI/W R/W EX CL R/W RyW R%W R/W CL R/W Rx EyW R%W R/W Y EX CL R/W R,yW R/IW R/W EX CL RyW R/IW R/W CL R%W _ _ 92, 92, 92, 78' 78' 1060 PROP. 14' 32' 30' PROP. 16' 1060 1060 PROP. 14' _ 32' 32' PROP. 14' 1060 1060 PROP. 14' 32' 32' PROP. 14' 1060 1060 PROP. 14' 32' 32' 1060 1060 PROP. 14' 32' 32' 1060 DEDICATION 12' 34' 34' 12' DEDICATION DEDICATION 12' 34' 34' 12' DEDICATION DEDICATION 12' 34' 23.23' 2.77' DEDICATION DEDICATION 12' 34' DEDICATION 12' 34' 1048.88 1048.88 1046.76 1046.64 1046.76 1045.26 TRANS. ANS. 1045.74 1050 FS _ - R=1.08% 1045.38 1043.85 1043.62 R=1.0 % - - _FS 1050 1050 FS FS 1050 1050 FS VAR. VAR. FS 1050 1050 1050 1050 10 F2S09 104TC86 1050 R= .DO% R=2.00% - FS _ _ FS TC - 2 �- R=2.00% R=2.33% 1048.65 I �-� ,f, I X1048.65 �I - - I -I - - I R 2.42% - - � � i - -- - - - I - R=2.17% 1040 TC o6l9_ od cn ao TC 1040 1040 1046.53 , \ 1 1046.53 1040 1040 1045.15. 1044.61 1044.76 ; 1040 1040 1040 1040 1040 of J o ,L o 045.99_ 1045.99 TC LIP LIP TC TC LIP LIP 1045.30 0 OR o N n z TC S z �? a- Ncn o 1030 FONTANA PA IMP 1030 1030 FONTANA PA IMP 1030 1030 FONTANA PAR IMP 1030 1030 �`` K 1030 1030 J 1030 STREET P ANS STREET PL NS STREET PL NS PHASE I PHASE I PHASE I 1020 11020 1020 1020 1020 1020 1020 1020 1020 1020 36+50.001 33+00.00 30+x7.11 ® TRANSITION X00,00 x+50,00 1070 EX E 1070 1070 EX 1070 1070 1070 1070 1070 1070 Y EX , 1070 R/IW R/W EX CL R/W RyW R/IW R/W Y EX CL R/W RyW R/IW R/W CL R/W EX RyW R%IW R%W CL RyW R/IW R/W CL RyW 9' 9' 9' 78' 78' 1060 PROP. 14' 32' 30' PROP. 16' 1060 1060 PROP. 14' 32' 32' 11 PROP. 14' 1060 1060 PROP. 14' 32' 32' PROP. 14' 1060 1060 PROP. 14' 1 32' 32' 1060 1060 PROP. 14' 32' 32' 1060 DEDICATION 12' 34' 34' 12' DEDICATION DEDICATION 12' 34' 34' 1. 12' DEDICATION DEDICATION 12' 34' 20.21' 25 79' DEDICATION DEDICATION 12' 34' DEDICATION 12' 34' 1048.30 1048.30 1046.44 1046.32 1046.44 1045.09-TRANS-.: TR NS. L1045.21 1043.54 1043.31 1041.53 1050 1050 FS _ - _ R=1.54% R=1.54% _ FS 1050 1050 FS Fgg FS 1050 1050 FS VAR. VAR. 1050 1050 1050 1050 1041.76 R=2.00% R=2.00% L J - FS -=2.00% =2.49% - - - FS TC FS TC - - - �-- ----- - I- R=2.33% , 1_. 1048.07 M M ,., 1 1048.07 1044.63 1 1045.67 I - - I - R=1,x94% 1040 TC I Lq a o cn L a 1040 1040 1046.21 1046.21 1040 1040 1044.98 1044.44 FS 1040 1040 1040 1040 1040 co TC 1045.67 1045.67 - LIP o J o ^o J TC UP LIP TC TC LIP _10k5.17 z `n o o n z TC C14o a co o V) 1030 FONTANA PAL IMP 1030 1030 FONTANA PA IMP 1030 1030 FONTANA PA IMP 1030 1030 `` 1030 1030 J 1030 STREET P ANS STREET PL NS STREET PL NS PHASE I PHASE I PHASE I 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' WD/D# 8-36C382506 DRP 15-017 BASIS OF BEARINGS: BENCH MARK: Q O SHOULD CONSTRUCTION OF THE REQUIRED QROFESS/pN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SEE DETAIL SHEET 1 "28991 CITY„OF FONTANA BENCHMARK NO. IMPROVEMENTS NOT COMMENCE WITHIN TWO ���`O�,p�D s ef� "� TfiienesEngIIAL ENGINEERING Lneesin nglnc. RVEnNG STREET IMPROVEMENT PLAN 289 o YEARS OF THE DATE OF APPROVAL SHOWN HEREON ? �� VII 14J49 FIRESTONE BOULEVARD DRAWN BY: SCALE: FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF n LA MIRADA, CALIFORNIA 90638 CYPRESS AVENUE POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE (� R.C.E. N0. 56155r * PN.(714)521-4811 FAX(714)521-4173 G.P. FROM STA. 25+50.00 TO STA. 36+50.00 AS SHOWN CORNER OF THE INTERSECTION OF SANTA ANA AVENUE TWO WORKING Exp. 12-31-18 Q DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE: BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE W CORNER OF NTANA AND CYPRESS AVE M AND CATAWBA AVENUE. YOU DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�FoPAW-)MAV NO. A711 p/V��-\�O`�`� Date I G.P. APP v �- i DRAWING NO.: % ELEVATION = 1032.22' TOLL FREE 1-800-zz7-2600 CHECKED BY: �/ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. F CAL REINHARD STENZEL RCE N0. 56155 . DATE: ` '�'/ 5708 " M.R. I ENGINEER R.C.E. 1152 7