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HomeMy WebLinkAbout5223REF-1672+75.00 N'LY R/W R/W R/W 1026.0 0 U V) 1026.0 1025.0 O O °O o 1025.0 1024.0 rfi N 0 0 prj 0 1024.0 1023.02.23% -2.00 LO ,1023.0 1022.0 N 0 0 J / \ 1022.0 1021.0 W 1023.0 1021.0 1020.0 M 22 0 1020.0 � -40 N -20 0 20 40 1022.0 O 1021.0 (� 1022.0 672+75.00 672+50.00 N'LY R/W R/W R/W 1026.0 0 U U) 1026.0 1025.0 U F- N 1025.0 1025.0 � � O r- 1025.0 1025.0 oo ca LO 1025.0 1024.0 N 0 0 N 1024.0 102_3.0 00�'� _ � ? 1023.0 1022.0 1023.0 \ 11023.0 22 0 1023.0 � -2.Op -2 1021.0 1022.0 Mo 1021.0 (� 1022.0 1021.0 W 1020.0 1021.0 1020.0 M 40 1020.0 N O -40 c,4 -20 0 20 40 M N O -20 0 20 40 672+50.00 672+00.00 N'LY R/W R/W R/W 1026.0 0 U U) 1026.0 1025.0 IUB U ~ N w 1025.0 1025.0 � � O r- 1025.0 1024.0 CN N N ri 1024.0 1024.0 O 0 1024.0 102_3.0 00�'� _ � ? 1023.0 1022.0 o_ \ 11023.0 1022.0 1024.0_2 � -2. \(' 1021.0 0 Mo 1021.0 1020.0 CL 671 +75.00 1020.0 20 40 -40 rn -20 0 20 40 1020.0 N O 0 20 40 20 40 M N 672+25.00 -20 0 672+00.00 N'LY R/W R/W R/W 1026.0 0 U 1 1026.0 1025.0 IUB U ~ N w 1025.0 1025.0 M O r- 1025.0 1023.0 CN N N 0 1023.0 1025.0 1024.0 N N N 1024.0 1023.0 - 0 0 1023.0 o_ \ 11023.0 _2.12%� 1024.0_2 1022.0 -2. 40 \ r 1022.0 1021.0W Mo 1021.0 1021.0 1023.0 671 +75.00 CL 20 40 1020.0 00 40 1020.0 -20 0 20 40 20 40 M N -40 -20 0 20 40 O N 1027.0 1026.0 0 0 0 1026.0 674+00.00 672+00.00 SANTA ANA AVENUE (STA`671+75 TO STA. 681+50) ' N'LY R/W R/W R/W 1026.0 0 U 1 1026.0 1025.0 o cD L- 1025.0 1024.0 N O) N - O r- 1024.0 1023.0 CN N N 0 1023.0 1025.0 1022.0 _2. 2•p0%� I 1022.0 1021.0 0 1025.0 1021.0 1020.0 o_ \ 11023.0 1020.0 1024.0_2 Ln -40 -20 0 20 40 -1024.0 N O Mo 1021.0 \ r 1023.0 671 +75.00 CL SANTA ANA AVENUE (STA`671+75 TO STA. 681+50) ' 673+75.00 WILY R/W R/W R/W 0/ U o U ~ i V) 1026.0 � N 1026.0 1025.0 r•ri 0 0 V) 1025.0 1026.0 M O) N O� -4 r+j N 1025.0 1026.0 1025.0 N �y o O 1024.0 0 1025.0 /1023.0 ' 1023.0 \ 11023.0 \ / 1024.0_2 pQ -2 500 1022.0 -1024.0 1023.0 Mo 1021.0 \ r 1023.0 1022.0 CL 20 40 1022.0 40 -40 v -20 0 20 40 20 40 M N 674+25.00 675+25.00 1027.0 O O 1027.0 1026.0 0 0 673+00.00 1026.0 674+00.00 1032.0 0 WILY 1025.0-2 1030.0 21% 1025.0 R/W -2.Op \ ^ 1024.0 O U to Ui 0 0 F 1024.0 1023.0 W Lj O c0 1023.0 w 2 1026.0 - M 1025.0 o 1026.0 1025.0 0 o O N O 1025.0 1024.0 _2.o ` .42 0 / 1024.0 / 1023.0 -40 N -20 0 20 \ 1023.0 1022.0 w 1024.0 -407 1022.0 1021.0 N -40 N O 1021.0 -40 N -20 0 20 40 0 673+75.00 673+50.00 WILY R/W R/W 0/ U o U ~ i V) 1026.0 � N 1026.0 1025.0 r•ri 0 0 0 1025.0 1025.0 _ N 1025.0 1024.0-2Q - _2 1% 1024.0 1023.0 2.00 , -2 -2. 0.0 ^ /1023.0 ' 1023.0 \ 11023.0 \ / \ 1023.0 1022.0 w 1022.0 1022.0 1021.0 Mo 1021.0 1021.0 -40 C'0 -4004 -20 0 20 40 N 0 O 40 1024.0 673+50.00 BENCHMARK CITY OF FONTANA BENCHMARK NO. 289 ELEVATION = 1032.22 FEET FOUND RAILROAD SPIKE IN POLE NO. 61319 AT THE NE CORNER OF SANTA ANA AVENUE AND CATAWBA AVENUE. N'LY R/W R/W 0/ U 0 C V) 1027.0 U N 1027.0 1026.0 Lo M d 1026.0 1025.0 0 0 N 1025.0 1024.0 - 6% 1024.0 1023.0 2.00 , -2 -2. 0.0 ^ /1023.0 1024.0 00 -40 \ 11023.0 \ / 1022.0 0_ -20 0 20 1022.0 1021.0 O CL ` 1021.0 1021.0 -40 C'0 -20 0 20 40 40 N 0 -20 0 20 40 1024.0 N 673+25.00 676+25.00 BENCHMARK CITY OF FONTANA BENCHMARK NO. 289 ELEVATION = 1032.22 FEET FOUND RAILROAD SPIKE IN POLE NO. 61319 AT THE NE CORNER OF SANTA ANA AVENUE AND CATAWBA AVENUE. N'LY R/W R/W 0/ U U U V) 1027.0 U t� 1027.0 1026.0 rrrM 00 N 1026.0 1025.0Ki Ki M 1025.0 1024.0 _004 0 0 1024.0 1023.0 -2 -2. 0.0 ^ _2.02% 1024.0 00 -40 \ 11023.0 40 1022.0 1024.0 -20 0 20 1022.0 IL CL ` 1023.0 1021.0 ``' -40 10 1021.0 40 -40 Lq -20 0 20 40 1024.0 N N O 676+25.00 20 40 N 674+25.00 675+25.00 1027.0 O R/W 1027.0 1026.0 0 0 673+00.00 1026.0 BENCHMARK CITY OF FONTANA BENCHMARK NO. 289 ELEVATION = 1032.22 FEET FOUND RAILROAD SPIKE IN POLE NO. 61319 AT THE NE CORNER OF SANTA ANA AVENUE AND CATAWBA AVENUE. 674+75.00 N'LY R/W R/W 0/ U U U V) 1027.0 U L.� 1027.0 1026.0 M - 0 1026.0 1027.0 o N � 1027.0 1026.0 O 0 1026.0 1025.0 -*1024.0 _2.02% 1024.0 00 -40 -20 0 20 40 x_1025.0 1024.0 -20 0 20 r ' 1024.0 1023.0 CL ` 1023.0 1023.0 rn -40 10 -20 0 20 40 WILY -20 0 20 40 1024.0 R/W N O 676+25.00 20 40 U U 674+25.00 675+25.00 1027.0 674+75.00 N'LY R/W R/W 0/ U U U V) 1027.0 M O �0 L.� 1027.0 1026.0 O 0 0 1026.0 1025.0 _2.0 _2,04% _ 1025.0 1024.0 1026.0 0 0 1024.0 1023.0 0_ w _ -2.00 1023.0 1024.0 00 -40 -20 0 20 40 1025.0 N -20 0 20 r ' 1024.0 1023.0 O -40 Don 1023.0 1022.0 rn 675+00.00 1022.0 1023.0 WILY -20 0 20 40 1024.0 R/W -20 676+25.00 20 40 U U 674+25.00 -20 0 20 1027.0 O °' tR R/W 1027.0 1026.0 0 0 N 1026.0 1032.0 0 V) 1025.0-2 1030.0 21% 1025.0 -1.12 -2.Op \ ^ 1024.0 1027.0 to Ui 0 0 F 1024.0 1023.0 W Lj .r 1023.0 1022.0 2 _2 p1% _2 00 1022.0 1025.0 -40 N -20 0 20 40 1024.0 O 1024.0 674+75.00 674+50.00 N'LY R/W R/W 0/ U C7 U N 0- 1029.0 w V) 1029.0 1028.0 LO N rM 1028.0 1026.0 coo N 1026.0 1026.0 0 0 N 1026.0 1026.0 _ -2.00 -2 1024.0 1025.0 1024.0 1025.0 1024.0 _2.00 -20 0 20 r ' 1024.0 1023.0 W -40 Don 1023.0 1022.0 rn -20 0 20 1022.0 1023.0 -40 N -20 0 20 40 1024.0 0 -20 676+25.00 674+50.00 I: - D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WILY R/W R/W 0/ U C7 U N 0- 1029.0 w V) 1029.0 1028.0 LO N rM 1028.0 1026.0 o N N 1026.0 1025.0 _ O 54 ) 1025.0 1026.0 _ -2.00 -2 1024.0 1024.0 -2.OQ 1024.0 1023.0 -40 r-� -20 0 20 1023.0 1022.0 CL ``' -40 Don 1022.0 40 -40 0 -20 0 20 40 1023.0 M N 676+50.00 1026.0 1024.0 O -20 676+25.00 20 40 N O 674+25.00 -20 0 20 I: - D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 676+00.00 N'LY N'LY R/W R/W 0/ U C7 U N 0- 1029.0 oo N w 1029.0 1028.0 4 N 00 M Q6 1028.0 1027.0 O N O 11027.0 1026.0 -2.00 _2'010 r '' 1026.0 1025.0 1026.0 _ -2.00 1025.0 1024.0 1025.0 1024.0 1025.0 -40 r-� -20 0 20 40 1024.0 LO N -40 Don -20 0 20 40 O ori N -20 0 20 1023.0 1024.0 676+50.00 1026.0 676+00.00 N'LY N'LY R/W R/W 0/ U C N 0- 1029.0 ,n w 1029.0 1028.0 � Lo N O �p 1028.0 1028.0N N -- 1028.0 1027.0 -4DO CO 0 1027.0 1026.0 _ -2.00 -2.02% r -1026.0 \ 1025.0 �2• '- 1025.0 1024.0 CL w _2.01% 1024.0 1025.0 -40 Don -20 0 20 40 1023.0 Ln ori N -20 0 20 1023.0 1024.0 O 1026.0 1024.0 -40 u -j -20 676+25.00 20 40 N O N'LY -20 0 20 40 03% - R/W 676+75.00 1032.0 00 M O 677+75.00 1032.0 0 U V) _ � 1029.0 1030.0 cn -1.12 1028.0 O r- rn 1028.0 1027.0 to Ui 0 0 N 1027.0 1029.0 .r 0 1029.0 1026.0 _2 p1% _2 00 1026.0 1025.0 _2 -2.00 _2 0 _212% P \ ` �^ 1025.0 1024.0 W 1024.0 1023.0 N 1023.0 0 -40 N -20 0 20 40 1024.0 O 1029.0 1024.0 676+00.00 N'LY WILY R/W R/W 0/ U 0 U N 0- 1030.0 oo N 1030.0 1028.0 � Lo 00 L.� 1028.0 1027.0 0 M N 1027.0 _o 1026.0_ OZ% LO 1026.0 _2 1025.0 p 0 2. 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PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. ESS/ r� 3 9fc Z Na. 43082 2 cr- J>'lf F1 C NA N'LY R/W R/W � H N 1031.0 0) N U 1031.0 1030.0 °N° N to 00 1030.0 1029.0 O O N 0 1029.0 1029.0 moo- 34% 1029.0 1028.0 -2.0 . 1028.0 1027.0 `9�j ^ 1027.0 0- 9 1027.0 Uj 1026.0 ,n -40 ``' 1026.0 40 -40 ^ -20 0 20 40 M N O ^ 1030.0 03% - 678+75.00 678+50.00 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 D RECORD DRAWIMS S1.19-111110 war y CITY ENGINEER MAY REQUIRE REVISIONS TO THE REV. PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 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PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. ESS/ r� 3 9fc Z Na. 43082 2 cr- J>'lf F1 C NA SCALE: HORIZ: I"=40' VERT: 1"=4' (WHEN PLOTTED @ 24"x36") Prepared Under The Supervision of : CITY OF FO NTANA, CALIFORNIA JOSEPH C. TRUXAW AND ASSOCIATES, INC. 265 S. ANITA DRIVE, SUITE 111 STREET IMPROVEMENT PLAN ORANGE, CA 92868 DRAWN BY: SCAll: PHONE: (714) 935-0265 KDL SANTA ANA AVENUE CROSS SECTIONS AS SHOWN FAX: (714) 935-0106 DESIGNED BY: PARCEL MAP 19546 DATE: KDL 3/2/15 Date : 3•2,{s CHECKED BY: APPROVEF13/ NO.: 1 WILLIAM T. TRUXAW R.C.E. 43082 W7 CITY ENGINE R.C.E A51.12 , ` / - S 2 - N'LY R/W O U V) 1032.0 LO '9 - "R 1032.0 N ^ 1031.0 0 0 0 1031.0 M ^ 1030.0 03% - 1030.0 1032.0 00 M 0 M o 1032.0 1029.0 `2' _ � 1029.0 1031.0 0 -1.12 1031.0 1028.0 0- 1028.0 1030.0 r 1030.0 UJI 1027.0 0 1027.0 1029.0 1029.0 -407 -20 0 20 40 -40 -20 0 20 40 N O 680+25.00 1681+50.0701 WILY R/W 0 C) 1032.0 N 00 14)110 LNC 1032.0 1033.0 00 o M 1033.0 1031.0 O 0 O 0 V) rn 1031.0 1032.0 M O tD 0 1032.0 1030.01030.0 1031. �2 - 0�Q _1.4�`° 1031.0 1029.0 _0 - / 1029.0 1030.0 � 1030.0 1028.0 CL 1028.0 1029.0 0_ ``' 1029.0 1027.0 w ^ 1027.0 1028.0 � '? 1028.0 -40 coN -20 0 20 40 -40 C)-20 0 20 40 O 680+00.00 1681+-25.001 N'LY N'LY R/W R/W LOQ. 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TRUXAW AND ASSOCIATES, INC. 265 S. ANITA DRIVE, SUITE 111 STREET IMPROVEMENT PLAN ORANGE, CA 92868 DRAWN BY: SCAll: PHONE: (714) 935-0265 KDL SANTA ANA AVENUE CROSS SECTIONS AS SHOWN FAX: (714) 935-0106 DESIGNED BY: PARCEL MAP 19546 DATE: KDL 3/2/15 Date : 3•2,{s CHECKED BY: APPROVEF13/ NO.: 1 WILLIAM T. TRUXAW R.C.E. 43082 W7 CITY ENGINE R.C.E A51.12 , ` / - S 2 -