Loading...
HomeMy WebLinkAbout5451-91060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 38+27.74 �,Z+OQ00 LXI C/L IR I C L W'LEXI R/W g E'LY IS W►D(I R8 /Wg R/W 8 ' -- E'LY R R /W 1042.76 Ll}2IT TC 044.82. g ' 8f 2' !32' 1 G1 X 045% CITRUS 1041:28 1042.491 132'1 1 �G 132' _ 32'1 '042 042.67 TC - -.5.7- 8' 1.7 % JOIN IN 1045.57 OIN 042 90 TCS _ Date :3 �'D b 347 104268 _ j R. . . DATE. 1.97X LG EINHARD STENZEL RCE NO. 56155 I 1040.68 FCS _ 1041.31 - _ 041:14 r r - 1042 4� 1042,18 10.90 r 1040.5 111043-G65 �OINI gyy JOIN 1 1040.54 LG �,Z+OQ00 W'LXIR/W g/� E'LY IR lit 4. ' 6' D(IST IR g/L C L W'LEXI R/W g E'LY IS W►D(I R8 /Wg 10".189 8' F 1 -- 132' I R /W 1042.76 Ll}2IT TC 044.82. g ' 8f E'LY R -104 G1 X 045% CITRUS 1041:28 1042.491 2' 1 �G 132' _ 32'1 '042 042.67 FROM, STA.38+27.74 TO STA;44+00.00 - -.5.7- 8' 10 JOIN IN 1045.57 OIN 042 90 TCS _ Date :3 �'D b 347 104268 10421..9 fINI 71 j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 I 1040.68 FCS _ - r 1042 4� 1042,18 - r 111043-G65 �OINI 1 41.03 �,Z+OQ00 IST 8 � E'LY IR 2' 132' 32' lt 1 47.33 14. l e W'LXIR/W g/� E'LY IR lit 4. ' 6' E'LY IR 2' IR g/L g L W'LEXI R/W g E'LY TC 1 8' 1 47.$6 1047.42 W►D(I R8 /Wg 10".189 8' F 1 -- 132' I 32'1 1042.76 Ll}2IT TC 044.82. 1043.08 8f 041,69W1041.15 -104 G1 X 045% CITRUS 1041:28 1042.491 0 1044.71 �G 1 44.75 10 463 �OIl _ 1 8' 041.5I� FROM, STA.38+27.74 TO STA;44+00.00 0433 --7 1043.29 10 JOIN IN 1045.57 OIN / TCS IST 8 � E'LY IR 2' 132' 32' lt 1 47.33 14. l e L E'LY IR 2' IR g/L g L W'LEXI R/W g E'LY TC 1 8' 1 47.$6 1047.42 W►D(I R8 /Wg 1045.50 E'LY -- 132' I 32'1 1042.76 Ll}2IT -r 1047.07 1 7.1ow 1043.08 8f 041,69W1041.15 I 1046 711 FG I .70X 0.99 CITRUS 1041:28 1042.491 0 041.45 1.69% �G 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1060 1050 1040 1030 TOLL FREE + 1-800-227-2600 A PUBLIC SERVICE BY UNDERGRO D SERVICE ALERT REV 1 ► 1 0 L E'LY IR 2' IR g/L g L W'LEXI R/W g E'LY E'LY R W►D(I R8 /Wg 1045.50 E'LY + '28.5 132' I 32'1 1042.76 Ll}2IT 1041. 2 -32 1043.08 8f 041,69W1041.15 32 FG I .70X 0.99 CITRUS 1041:28 1042.491 0 041.45 1.69% 1041.92FG- F 1.98X _ 1 8' 041.5I� FROM, STA.38+27.74 TO STA;44+00.00 0433 --7 1043.29 10 JOIN IN 1045.57 OIN / TCS _ Date :3 �'D b I (10 1.9 1041.04 JOIN 10421..9 fINI 71 j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 I 1040.68 fI.83 G R -7m 10.0 - r 1043.93 111043-G65 0 X2+60.00 W►LXI � g L 2' 132' 32' 4.5x16` E'LY IR 2' R/W g/L g L W'LEXI R/W g E'LY E'LY R FO NTANA, CALIFORNIA 1045.50 8' + '28.5 132' I 32'1 1042.76 Ll}2IT 045:37. 1043.08 8f 041,69W1041.15 X 1. 2X 104.76 JOIN FG I .70X 0.99 CITRUS AVENUE P.M. 19659 1042.491 0 1045.32 1041.92FG- {045.21 04331 ' FG - 98%2p0 L% V I R, -T 8' 041.5I� FROM, STA.38+27.74 TO STA;44+00.00 0433 --7 1043.29 ---4042.90 JOIN IN 1045.57 OIN / TCS _ Date :3 �'D b I (10 1.9 Ll 10421..9 fINI 71 j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 I fI.83 G X2+60.00 1060 1070 1050 1060 1040 1050 1030 1040 1020 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 O W'LXI R/Wg L E'LY IR 2' 132' 32' W'LXI R/W g/L g L W'LEXI R/W g E'LY E'LY R FO NTANA, CALIFORNIA 1045.50 8' + '28.5 132' I 32'1 1042.76 Ll}2IT 045:37. 8f 041,69W1041.15 X 1. 2X 104.76 JOIN FG I .70X 0.99 CITRUS AVENUE P.M. 19659 1042.491 14349 RIRESTON£ BOULEWR0 a0 J8 1045.32 1041.92FG- {045.21 FFG 34% 8' 041.5I� FROM, STA.38+27.74 TO STA;44+00.00 0433 --7 1043.29 GP JOIN IN 1045.57 OIN / TCS _ Date :3 �'D b I (10 1.9 Ll 10421..9 fINI 71 j R. . . DATE. 1060 1070 1050 1060 1040 1050 1030 1040 1020 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 O 41+00.00 � IR W'LXI R/W g/L g L W'LEXI R/W g E'LY E'LY R FO NTANA, CALIFORNIA TC + '28.5 132' I 32'1 1042.76 Ll}2IT 1046.34 1046.00 8f 041,69W1041.15 X 1. 2X 104.76 JOIN 1043.49 8' CITRUS AVENUE P.M. 19659 1042.491 14349 RIRESTON£ BOULEWR0 a0 J8 Tc 1041.92FG- 1045.ffi FFG 34% 8' 041.5I� FROM, STA.38+27.74 TO STA;44+00.00 0433 --7 1043.29 GP 1045.57 OIN / TCS _ Date :3 �'D b CHECKED B'- MR Ll 10421..9 fINI 71 j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 41+00.00 0 � IR W� 4 R g/L Prepared Under The Supervision Of : W'LEXI R/W g E'LY CITY OF FO NTANA, CALIFORNIA TC 2' J 132' 32` lf 4. 6' 132' I 32'1 1042.76 Ll}2IT 1046.34 1046.00 8f 1.7 1041.72 X 1. 2X 104.76 JOIN 1043.49 8' CITRUS AVENUE P.M. 19659 1042.491 14349 RIRESTON£ BOULEWR0 a0 J8 Tc FG 0g 1045.ffi FFG 34% 8' Bw FROM, STA.38+27.74 TO STA;44+00.00 0433 --7 1043.29 GP 1045.57 OIN / TCS _ Date :3 �'D b CHECKED B'- MR Ll 10421..9 fINI 71 j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 I 0 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 O Ll E)(I R E'LY IR 1046.11' a4-. 6 8 W� 4 R g/L Prepared Under The Supervision Of : E'LY IR 12' CITY OF FO NTANA, CALIFORNIA TC 12' 132' I 32'1 1042.76 Ll}2IT 1046.34 1046.00 8f 1.7 1041.72 X 1. 2X 104.76 JOIN F 1.89x 0.9 CITRUS AVENUE P.M. 19659 1042.491 14349 RIRESTON£ BOULEWR0 a0 J8 1045.92 - - FG 0g 1045.ffi DESIGNED BY. 1044.19 8' Bw FROM, STA.38+27.74 TO STA;44+00.00 GP 1045.57 OIN / TCS _ Date :3 �'D b CHECKED B'- MR I'1. APPR BY N IN j R. . . DATE. DRAWING NO.: 545 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 O 41+60.00 WD/D# W� 4 R g/L Prepared Under The Supervision Of : E'LY IR 12' CITY OF FO NTANA, CALIFORNIA W'LEXI R/W 12' 132' I 32'1 1042.76 Ll}2IT 8f 1.7 1041.72 X 1. 2X 104.76 JOIN 1042:25 CITRUS AVENUE P.M. 19659 1042.491 14349 RIRESTON£ BOULEWR0 a0 J8 4. FG 0g - DESIGNED BY. 1044.19 8' Bw 41+60.00 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 * R.C.E. 140.56155 CITY ENGINEER MAY REQUIRE REVISIONS TO THE EV. 12-31-14 PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F cm� o�� STANDARDS I N EFFECT. OF C A���` REV190N DESCRIPTION DATE ENGR QTY DATE 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 WD/D# DR 15-08 Prepared Under The Supervision Of : W� 4 R $ E'LY R CITY OF FO NTANA, CALIFORNIA W'LEXI R/W 2' 32' 1046.72 '4 16'- - E'LY R/W CML ENG/NEER/NG • LM/D SURVEYING 2- 132 32 2 CITRUS AVENUE P.M. 19659 SHOWN 14349 RIRESTON£ BOULEWR0 a0 J8 4. 6 - DESIGNED BY. 1044.19 8' 1046.5 FROM, STA.38+27.74 TO STA;44+00.00 GP Bw 46� 1046.51 OIN / TCS _ Date :3 �'D b CHECKED B'- MR APPR BY N IN j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 "1044.23)- 044.2387% R -7m 10.0 - r 1043.93 111043-G65 �OINI 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 * R.C.E. 140.56155 CITY ENGINEER MAY REQUIRE REVISIONS TO THE EV. 12-31-14 PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F cm� o�� STANDARDS I N EFFECT. OF C A���` REV190N DESCRIPTION DATE ENGR QTY DATE 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 WD/D# DR 15-08 Prepared Under The Supervision Of : W� 4 R $ E'LY R CITY OF FO NTANA, CALIFORNIA ThienesEngineering, /nc. 2' 32' 1046.72 '4 16'- - STREET IMPROVEMENT PLAN CML ENG/NEER/NG • LM/D SURVEYING °� 8. CITRUS AVENUE P.M. 19659 SHOWN 14349 RIRESTON£ BOULEWR0 a0 J8 1046.9 _ I 1046.6 96X _ r GP - DESIGNED BY. DATE: 1046.5 FROM, STA.38+27.74 TO STA;44+00.00 GP Bw 46� 1046.51 OIN / _ Date :3 �'D b CHECKED B'- MR APPR BY N IN j R. . . DATE. DRAWING NO.: 545 LG EINHARD STENZEL RCE NO. 56155 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 * R.C.E. 140.56155 CITY ENGINEER MAY REQUIRE REVISIONS TO THE EV. 12-31-14 PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F cm� o�� STANDARDS I N EFFECT. OF C A���` REV190N DESCRIPTION DATE ENGR QTY DATE 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 1070 1060 1050 1040 1030 WD/D# DR 15-08 Prepared Under The Supervision Of : CITY OF FO NTANA, CALIFORNIA ThienesEngineering, /nc. STREET IMPROVEMENT PLAN CML ENG/NEER/NG • LM/D SURVEYING °� CITRUS AVENUE P.M. 19659 SHOWN 14349 RIRESTON£ BOULEWR0 a0 J8 H 1 -,AFORM14 GP DESIGNED BY. DATE: FROM, STA.38+27.74 TO STA;44+00.00 GP / _ Date :3 �'D b CHECKED B'- MR APPR BY N IN j R. . . DATE. DRAWING NO.: 545 9 9 EINHARD STENZEL RCE NO. 56155