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HomeMy WebLinkAbout5708-1625+00.00 22+50.00 1070Y EX CL 1070 1070 1070 R%W R/W R%Y EX GL W R%IW R/W R, W 20}00,00 17+50.00 15+00.00 12+'50.00 78' 1 1 76' 1060 PROP. 14' 32' 32' 1060 1060 PROP. 16' 30' 30' 1060 1060 1060 1060 1060 1060 1060 1060 1060 DEDICATION 12' 34' DEDICATION 12' 34' R�W R/W CL R,/LW R%W R/W CL RW R�W R/W CL R'%W RrW R/W CL R 1050 1041.48 1041.21 1050 1050 1039 49 1050 1050 PROP. 16' 30'76 30' 1050 1050 PROP. 16' 30'76' 30' 1050 1050 PROP. 13' 33' 76 30' 1050 1050 PROP. 13' 33' 76'30' 1050 FS I TC I I TC I DEDICATION DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' R=2.07% _ _ 4 I R=2.00% I 1037.64 1036.01 1035.78 1034.39 1034.16 1032.77 1040 1040 1040 - - - - - -- 1040 1040 FS R_?_05% 1040 1040 FS TC 1040 1040 FS TC 1040 1040 1033.00 / TC 1040 z 1039.72 - - t - - - - -- _ - R==193% - - - - _ R=2.25% o °- "? 0 FS 'r' - - - - - �- - FS I R= g4% 1030 J o N 1030 1030 °00 a 0 1030 1030 Is, o I 1030 1030 I z 1 1030 1030 I r-- I 1030 1030 r 1030 L.� p Oi U� N 00 - N CO Z LNi ~ J MO N M �� M� O N 4 O �ti O OU_ OJ Ot% MJ CVS 1020 1020 1020 1020 1020 1020 1020 1020 1020 `` 1020 1020 0 1020 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 24+50.00 1070 W1070 R%W R/W Y EX CL RyW Q 19+50.00 17100.00 14+50.00 12100.00 78' 1060 PROP. 14' 32' 32' 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 DEDICATION 12' 34' R%W R/W Y EX CL R''%W R%W R/W Y EX CL R'�W RNW R/W CL R'�W R%W R/W CL R'W R%W R/W CL R%W 1050 1040.88 1050 1050 '76 1050 1050 '76 1050 1050 ' 76 ' 1050 1050 '76 1050 1050 '76 1050 1041.11_ PROP. 16 30 30 PROP. 16 - 30 30 PROP. 13' 33 30 PROP. 13 33 30 PROP. 13' 33 30 FS I TC I DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' R=2.14% - � - - 1035.69 1035.46 1040 - - - - 1040 1040 R=1- ._-77% _ _ - -_ 1040 1040 1040 1040 FS TC 1040 1040 1034.09 1033..86 1040 1040 1032.75 1032.52 1040 R=1.98% R=2.09% o0 1039.31 I �z I - -- -- --- --l-I -- R=2-19% - -�-- FS I R=1.73% 1030 � FS I � 0 1 1037.31 I ,n I I I ( I - _ - T - - p o 1030 1030 a M 1030 1030 FS rn o 1030 1030 N o z 1030 1030 N 1030 1030 1030 1039.08 ro J p N 1037.08 M ZD �' '� o M z TC �� TC o Moi o� PO ")a �� �'� 'uo 1020 1020 1020 1020 1020 1020 1020 1020 1020 O "' `` 1020 1020 o � 1020 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 24}00.00 21+50.00 1070 1070 1070 1070 W Y EX CL E Y W Y EX CL E Y R�W R/W R%W R�W R/W Ryw 19+00.00 18+50.00 14+00.00 11150.00 76' 76' 1060 PROP. 16' 30' 30' 1060 1060 PROP. 16' 30' 30' 1060 1060 1060 1060 1060 1060 1060 1060 1060 DEDICATION 12' 34' DEDICATION 12' 34' RrW R/W CL R'�W R%W R/W CL R,W R�W R/W CL R�yw R%W R/W CL R,' W 76' 76' 76' 76' 1050 1040.79 1040.56 1050 1050 1050 1050 PROP. 16' 30' 30' 1050 1050 PROP. 13' 33' 30' 1050 1050 PROP. 13' 33' 30' 1050 1050 PROP. 13' 33' 30' 1050 FS I TC I I ( DEDICATION 12' _ 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' R 2_23% _ _ I ( 1035.36 1035.13 1033.56 1040 - - - - 1040 1040 R=1.83% 1040 1040 1040 1040 1040 1040 1033.79 1040 1040 1032.27 1040 _ f R=2.12% _ FS TC FS TC 1032.50TIC I o ^ o 1038.89TC-4 N z 1036.99 I--=221%- - - R=2.15% _ _ I _ FS I RTo T - p1030 1030 FS 1 N z I 1030 1030 I p z I 1030 1030 I 1030 1030 1030 1030 0 0� 1030 1030 1038.6FS -0 N a, - C M 0 N N z o cn a �ci O - co z TC ,1 1036.76 - - o TC of �'n �J �� MJ C) NZZ 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1020 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 23+50.00 1070 W1070 RW R/W CL R%W 21+00.00 18+50.00 18+00.00 13}80.00 11+00.00 76' 1060 PROP. 16' 30' 30' 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 DEDICATION 12' 34' R�W R/W CL R�W R W R/W CL R�W RW R/W CL R%W R%W R/W CL R�W RN R/W CL R%W 76' 76' 76' 76' 76' 1050 1050 1050 ' 1050 1050 ' - 1050 1050 ' 1050 1050 ' 1050 1050 1050 1040.46 1040PROP. 16 30 30 PROP. 16' 30 _ 30 PROP. 13 33 30 PROP. 13 33 30 PROP. 13' 33 30 FS 14RT-2.Cl­0'% TI DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' 1040 __ ___- - - _ - - 1035.04 1034.81 1040 1040 R=1.68% 1040 1040 R=2.04% 1040 1040 FS TC 1040 1040 1033.49 \ 1033.26 1040 1040 1032.25 1032.02 1040 °° z 1038.47 r - - I - -- - - - - - - _ - -R=2.39% - - - -I-- - FS I R=1.85%IC- I FS I TC CL ''� � 1036.66 -- - -- R=1.36% - o FS I p �nz I I I I I I I - ---4- 1030 Mo d 1030 1030 "' 0 1030 1030 FS o z 1030 1030 1030 1030 1030 1030 `-- 1030 �u- 1038.24 �a °O� Ui �� N� oo N Mz TC o �00 � 1036.43 of Moi of M� N� Mo m rn0 1020 1020 1020 1020 1020 TC 1020 1020 1020 1020 J 1020 1020 o J o U) 1020 I 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 23+00.00 1070 RW R/W CL R 4W 1070 18tOQ00 1'S+5Q.00 i3+OQ.00 10}97.67 0 JOIN STA. JURUPA AVE 76' 1060 PROP. 16' 30' 30' 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 W Ex 1060 DEDICATION 12' 34' R%W R/W CL R%W R I%W R/W CL R''%W R�W R/W CL R%W R%W R/W Y EX CL R,�W RNW R/W CL R�W 76' 76' 76' 76' 76' 1050 1039.91 1050 1050 1050 1050 ' 1050 1050 ' 1050 1050 ' 1050 1050 ' 1050 PROP. 16' 30 30 PROP. 16 30 30 PROP. 13 33 30 PROP. 13 33 30 PROP. 13' 33 30 1040.14 I TC I I DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' DEDICATION 12' 34' 1040 FS R=2.06% - _ - 1040 1040 R=1.85% _ 1040 1040 1040 1040 10 FS 71 TIC 1040 1040 1033.25 1033.02 1040 1040 1032.24 1032.01 1040 - R=1.95% 2.19% 1038.06 I - - - - - -T -- - - _R - - 1 - FS I R=1 94% I FS I 1 o FS I N rn z I 1036.34 I I I I -- - - - - R=1.39% -- - -- 1030 1030 1030 � a w 0 1030 1030 FS O z 1030 1030 1030 1030 1030 1030 1030 o cn 1037.83 M J ,^� N o � z ao z `` TC o� 1036.11 ,�r;� ,��,� Sa o ��_ TC o f o N o f o N M �''� PROFILE SCALE: 1020 1020 1020 1020 1020 1020 1020 7 1020 1020 1020 1020 o N 1020 HORIZ. - 1" = 40' VERT. - 1" = 4' 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 1010 WD/D# 8-36C382506 D/9P 15-017 3 BASIS OF BEARINGS: BENCH MARK: p o Prepared Under The Supervision Of : CITY OF FON TAN A, CALIFORNIA Q SHOULD CONSTRUCTION OF THE REQUIRED Q�tOFESS/pN SEE DETAIL SHEET 1 "289" CITY��OF FONTANA BENCHMARK N0. IMPROVEMENTS NOT COMMENCE WITHIN TWO `��`��,p.RD ST�Fyc ThienesEngineering, Inc. STREET IMPROVEMENT PLAN 289 2 C1WL ENG/NEER/NG • LAND SURVEYING w YEARS OF THE DATE OF APPROVAL SHOWN HEREON 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: � FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF r LA M/RADA, CALIFORNIA 90638 CYPRESS AVENUE AS SHOWNrl POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155 * PH. (714)521-4811 FAX(714)521-4173 G.P. FROM STA. 10+50.00 TO STA. 25+00.00 DAYS DESIGNED BY: CORNER OF THE INTERSECTION OF SANTA ANA AVENUE BEF❑RE s Exp. 12-31-18 Q SOUTH WEST FONTANA LOGISTICS CENTER DATE: Lc) W) CITY ENGINEER MAY REQUIRE REVISIONS TO THE � � S/W CORNER OF SANT ANA AND CYPRESS AVE M� AND CATAWBA AVENUE. Y❑U DIG YOU DIG q �� G.P. M ELEVATION = 1032.22' T❑LL FREE 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH �FO��V��'\�O� ate :�'((p CHECKED BY: APP D DRAWING N0.:16 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. F A� REINHARD STENZEL RCE N0. 56155 DATE'rJ708 M.R. CITY ENGINEER R.C.E. 51152 7 j 6