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Home My WebLink About5708-141070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 36+50.00 0 BCR SANTA ANA R W CL Ex RyW 70' 30' 32' 8' 28' 2' DEDICATION 1045.16 TC R=1.55% I I� M Z7,, 1 O\ 45.39 �o BW �\ J O LLo O 36+00:00 R W CL R�W R,yW 70' 30' 32' 8' 28' 2' DEDICATION 1044.66 TC 1 (3.84% R=2.33% �0_8 z � BW -5 o� 1070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 070 1070 060 1060 050 1050 040 1040 030 1030 020 1020 Ulu iU/U 060 1060 050 1050 040 1040 030 1030 020 1020 35+50.00 R W CL R/ R%W 70' 30' 32' _ 8' 1 28' 2' DEDICATION 1044.23 1 R=2.08% TC (3.38% -- -_= I 1044.46. 1 cn po I BW R W CL R jW RyW 70' 30' 32' 8' 1 28' 2' DEDICATION 1043.81 1 TC I 2.34% R=2.14% 1 - _ I I 1044.04 1 0 p N BW O U_ OSI 1 34+50.00 CL EX. E' Y1 R�wy R/W RyW 70' 11 30' 32' 8' 1 28' �2tDEDICATION 1043.38 1 TC 2.10% R=2.26% v 1043.61 1 BW (O °0 O_ C N O J U_ 1 1 Y N (2_15% R=2.08% a! d � oC14 C14 U_ O 33+50.00 i EX RyW --H 8' 1 2' DEDICATION 1042.96 1 TC I 1043.19 1 BW R�wy CL R/W RyW 70' __ 30' 32' 8' 1 28' 2' DEDICATION 1042.53 1 TC (1.78% R=2.14% 1042.76 nb rna BW N, �J BENCH MARK: Q CITY OF FONTANA BENCHMARK NO. »289" Dc� r, 11 FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL TWO WORKING CORNER OF THE INTERSECTION OF SANTA ANA AVENUE BEF❑RE �", DAYS BEFORE AND CATAWBA AVENUE. Y❑U DIG YOU DIG ELEVATION = 1032.22' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. Uiu iU/U 060 1060 050 1050 040 1040 030 1030 020 1020 U/U IUiu 060 1060 050 1050 040 1040 030 1030 020 1020 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 33+00.00 Y CL N 170' e� (2.05% R=1.9 % 00 ,ice J-_�CD f!1 O J Y 1 W 8' 1 DEDICATION 1042.11 TC X1042.34 BW R�wy CL R�W R,yW 1 70'11 30' 32' 8' 1 28' 2' DEDICATION 1041.68 1 TC - -� (2.75% 1 R=2.06% - 1 11 1041.91 ao z v BW co p 0_ � J o v\i O 1 �U_ 1 32+00.00 W Y CL EX. E' Y R W R/W RyW 70' 30' 32 8' 1 28' 2' DEDICATION 1041.26 1 TC I (R=3.08%) R=1.97% _ 10BW 9 1 R W CL EX RyW 70' 30' 32' 8' 1 28' 2' DEDICATION 1040.80 1 I TC _ (R=3.11%) R=2.07% _ 1 1041.03 _ _ N BW z ao p o � 1 R�Wy CL EX jW R�%W 70' 30' 32' 8' 1 28' 2' DEDICATION 1040.34 1 1 TC - 1 _ (R=2.73%) R=2.19% - 1 41 1040.57 0Mo z BW o C) N Mo J cn 1 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 070 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 070 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 30+50.00 R W CL R/W RyW 70' 30' 30' 10' 28' 12 DEDICATION 1039.88 TC _ I (R=1.77%) R=2.38% - L - - 1040.11 "'5 M� BW O N O cn J W'LY CL EX. E' Y R W R F 70' 30' 30' 10' 28' 12' DEDICATION 1039.42 I TC z 1 (R=1.35% R=2.21% -I- - _ 1039.65 z co BW �a cq M co O LNC O R W CL R/W RyW 70' 30' 30' 10' 28' 12' DEDICATION 1038.96 (R=1.83 R=2.08% - TC I I 1039.19 I �o� I BW 00 M -J I O O I R�Wy CL R f W RyW 70' 30' _ 30' 10' 28' 12' DEDICATION 1038.50 _ (R==2.43 R=2.32% - - - TC 1038.73 I s I BW �_ 1 1110 O2. V) L_ 28+50.00 R�wy CL RJ RyW 70' 30' 30' 10' 28' 12' DEDICATION 1038.04 _ (R=227 R=2.28% - _ TC I I 1038.27 I O z o 1 BW I CL 00 ocn Ulu 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 070 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 UOu IUOU 050 1050 040 1040 030 1030 020 1020 010 1010 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 uou iUou 050 1050 040 1040 030 1030 020 1020 010 1010 W�Wy CL EX. E' Y 1 R R/W RyW 70' 30' 30' 10' 1 28' j12'DEDICATION 1037.57 TC 1 - _ (R=203%) R=1_ 2% - - 1037.80 � o CD I Bw 1 cn o 1 1 27+50.00 R CL Ex CL EX. 1 W R%W Q?,OFESS/pNq D S�F�y`� W r" * R.C.E. NO. 56155r * J'� ESP. 12-31-1$ 9�F pP. F ��'�FO"= c A� R%W 70' i 70' Y 1 W 8' 1 DEDICATION 1042.11 TC X1042.34 BW R�wy CL R�W R,yW 1 70'11 30' 32' 8' 1 28' 2' DEDICATION 1041.68 1 TC - -� (2.75% 1 R=2.06% - 1 11 1041.91 ao z v BW co p 0_ � J o v\i O 1 �U_ 1 32+00.00 W Y CL EX. E' Y R W R/W RyW 70' 30' 32 8' 1 28' 2' DEDICATION 1041.26 1 TC I (R=3.08%) R=1.97% _ 10BW 9 1 R W CL EX RyW 70' 30' 32' 8' 1 28' 2' DEDICATION 1040.80 1 I TC _ (R=3.11%) R=2.07% _ 1 1041.03 _ _ N BW z ao p o � 1 R�Wy CL EX jW R�%W 70' 30' 32' 8' 1 28' 2' DEDICATION 1040.34 1 1 TC - 1 _ (R=2.73%) R=2.19% - 1 41 1040.57 0Mo z BW o C) N Mo J cn 1 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 1070 070 1060 060 1050 050 1040 040 1030 030 1020 020 1010 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 070 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 070 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 30+50.00 R W CL R/W RyW 70' 30' 30' 10' 28' 12 DEDICATION 1039.88 TC _ I (R=1.77%) R=2.38% - L - - 1040.11 "'5 M� BW O N O cn J W'LY CL EX. E' Y R W R F 70' 30' 30' 10' 28' 12' DEDICATION 1039.42 I TC z 1 (R=1.35% R=2.21% -I- - _ 1039.65 z co BW �a cq M co O LNC O R W CL R/W RyW 70' 30' 30' 10' 28' 12' DEDICATION 1038.96 (R=1.83 R=2.08% - TC I I 1039.19 I �o� I BW 00 M -J I O O I R�Wy CL R f W RyW 70' 30' _ 30' 10' 28' 12' DEDICATION 1038.50 _ (R==2.43 R=2.32% - - - TC 1038.73 I s I BW �_ 1 1110 O2. V) L_ 28+50.00 R�wy CL RJ RyW 70' 30' 30' 10' 28' 12' DEDICATION 1038.04 _ (R=227 R=2.28% - _ TC I I 1038.27 I O z o 1 BW I CL 00 ocn Ulu 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 070 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 UOu IUOU 050 1050 040 1040 030 1030 020 1020 010 1010 060 1060 050 1050 040 1040 030 1030 020 1020 010 1010 uou iUou 050 1050 040 1040 030 1030 020 1020 010 1010 W�Wy CL EX. E' Y 1 R R/W RyW 70' 30' 30' 10' 1 28' j12'DEDICATION 1037.57 TC 1 - _ (R=203%) R=1_ 2% - - 1037.80 � o CD I Bw 1 cn o 1 1 27+50.00 R CL Ex CL EX. 1 W R%W Q?,OFESS/pNq D S�F�y`� W r" * R.C.E. NO. 56155r * J'� ESP. 12-31-1$ 9�F pP. F ��'�FO"= c A� R%W 70' 70' 30' 10' 1 30' 30' 10' 1 10' 1 28' 12' DEDICATION 28' 12 DEDICATION TC 1 1037.11 (R=2�77 R=2.23% ----+- (R=205 R=1.81% - TC 1 _ T TC 1 1036.53_ (R=2.55 R=2.17% CHECKED M.R. 1037.34 I DATE co CITY Lo I BW Lo O z O ,, o 1 I i I I M I O in CD I U_ ) 27+00.00 WY CL Ex CL EX. E' Y R W R%W Q?,OFESS/pNq D S�F�y`� W r" * R.C.E. NO. 56155r * J'� ESP. 12-31-1$ 9�F pP. F ��'�FO"= c A� R RyW 70' 70' 30' 10' 1 30' 30' 10' 1 1036.30 28' 12 DEDICATION TC 1 (R=2�77 R=2.23% ----+- 1036.65 _ - _ __ TC 1 1036.53_ (R=2.55 R=2.17% CHECKED M.R. _ - v _ DATE co CITY Lo L 1036.88 o I BW 1 i I I M U_ ) �I I 26+50.00 26+00.00 R W CL EX RyW 70' 30' 30' 10' 1 28' 12' DEDICATION 1035.95 TC 1 (R=2.57%) R=2.23% I 1 1036.18 1 z BW I '0'z� On5) � C)L6 CL I 060 050 040 030 020 010 060 050 040 030 020 010 UOU 050 040 030 020 010 060 050 040 030 020 010 UOu 050 040 030 020 010 CL Ex R W jW R%W Q?,OFESS/pNq D S�F�y`� W r" * R.C.E. NO. 56155r * J'� ESP. 12-31-1$ 9�F pP. F ��'�FO"= c A� Prepared Under The Supervision Of C1WL ENGINEERING lhienesEngLn oer�R�'>,�nc. 14349 FIRESTONE BOULEVARD LA M/RADA, CALIFORN/A 90638 PH. (714)521-4811 FAX(714)521-4171 Date :Y' (� 70' 30' 30' 10' 1 28' 12 DEDICATION 1036.30 DRAWN BY: G.P. TC 1 (R=2�77 R=2.23% ----+- _ _ - _ __ 1036.53_ I M z O CHECKED M.R. REINHARD STENZEL RCE NO. 56155 I BW 1 DATE co CITY Lo L ole i I 1 1 26+00.00 R W CL EX RyW 70' 30' 30' 10' 1 28' 12' DEDICATION 1035.95 TC 1 (R=2.57%) R=2.23% I 1 1036.18 1 z BW I '0'z� On5) � C)L6 CL I 060 050 040 030 020 010 060 050 040 030 020 010 UOU 050 040 030 020 010 060 050 040 030 020 010 UOu 050 040 030 020 010 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' WD/D# 8-360382506 DRP 15-017 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN OLEANDER AVENUE SCALE: FROM STA. 26+00.00 TO STA. 36+50.00 AS SHOWN SOUTH WEST FONTANA LOGISTICS CENTER DATE: S/W CORNER OF SANTA ANA AND CYPRESS AVE 71 APPR D Y: t�/� 2G. DRAWING NO.: IAF C ENGINE R.C.E. 51152TE: ! / 5708 7 � O 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 STAN DARDS I N EFFECT. Q?,OFESS/pNq D S�F�y`� W r" * R.C.E. NO. 56155r * J'� ESP. 12-31-1$ 9�F pP. F ��'�FO"= c A� Prepared Under The Supervision Of C1WL ENGINEERING lhienesEngLn oer�R�'>,�nc. 14349 FIRESTONE BOULEVARD LA M/RADA, CALIFORN/A 90638 PH. (714)521-4811 FAX(714)521-4171 Date :Y' (� DRAWN BY: G.P. DESIGNED BY: •BY CHECKED M.R. REINHARD STENZEL RCE NO. 56155 REVISION DESCRIPTION DATE ENGR. CITY DATE PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' WD/D# 8-360382506 DRP 15-017 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN OLEANDER AVENUE SCALE: FROM STA. 26+00.00 TO STA. 36+50.00 AS SHOWN SOUTH WEST FONTANA LOGISTICS CENTER DATE: S/W CORNER OF SANTA ANA AND CYPRESS AVE 71 APPR D Y: t�/� 2G. DRAWING NO.: IAF C ENGINE R.C.E. 51152TE: ! / 5708 7 � O