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HomeMy WebLinkAbout5707-7BASIS OF BEARINGS: SEE DETAIL SHEET 1 BENCH MARK: CITY OF FONTANA BENCHMARK NO. '0289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' TOLL FREE -qm�-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 1070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 NEX W / PROP. 14' DEDICATION 12' 1049.37 FS _ R 1049.14 O TC I co ao 0 36+4246 ®ECR SANTA ANA AVE CL =0.90% 1 32' 9' DEDICATION 32' 30' 34' 34' 12 R=0.90% - FS _ _ R=2.00% I rn 00 o to 040 I I ^- o R--2.00% TC� _ O I I 1047.50 rn o TC 36+00.00 R/W R/W CL 9' PROP. 14' 32' 30' DEDICATION 12' L 34' 34' 1048.88 FS_ R=1.08% R--1.Oi 1 1048.65 I ,n TC J d O 0 0 36+50.00 N R/W CL PROP. 14' 1 32' 30' DEDICATION 12' 34' 34' 1048.30 34' 12 DEDICATION - FS _ _ R=2.00% I Rl.54% R=154% 1048.07 I I ^- o R--2.00% TC� _ J I I 1047.50 rn I 1047.50 TC O O 0 '�Y W PROP. 16' DEDICATION 1049.37 _ FS 1049.13 I TC E' R PROP. 16' DEDICATION 1048.88 _FS 1048.65 TC RI%W PROP. 16' DEDICATION 1048.30 FS I I 1048.07 TC 1070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 36+00.00 PROP. 14' RW EX R/W CL 9' 1 32' EX R 30' W PROP. 16' DEipl 34' 34' 12 DEDICATION 1047.41 R=2.00% I R=2.00% 1047.41 _ FS 1047.73 FS R--2.00% R=2.00% _ _ FS I I 1047.50 rn I 1047.50 TC oa r;Nco �o J -d o 045. 0 TC TC 1044.96 TC 34+50.00 R%W R/W CL R/W R%W ROP. 14' 9' CL R/W R%W 9' 32' PROP. 14' 32' 32' DILATION 12' 34' 34' 12 DEDICATIOP 1047.41 R=2.00% I R=2.00% 1047.41 _ FS 1047.18 C.0 C14 TC c6 o 0 R/W R/W _+PROP. 14' DEDICATION 12' 1047.08 FS 10.46.85 TC W'Y EX RAY R/W PROP. 14' DEDICATION 12' 1046.76 FS - - 7t 1046.53 TC 1047.18 co C6 ( TC 0 CL 14' 34' 34' 10468.96 CL R/W R%W 9' 32' R=2.00% R=2.00; 12' 34' 34' 12 1046.31 1046.31 LIP LIP ------------ R/W R%W PROP. 14' 1 DEDICATION 1047.08 F 1046.85 TC CL EX E' Y R/W R%W 9' 32' 32' 1 PROP. 14' 54' 34' 12 DEDICATION 468g.64 1046.76 2.D0% R--2_007 J FS 45.99 10 45.99 11046.53 UP LIP rc PROP. 14' RW R%W 32' CL R/W R%W 9' 32' PROP. 14' DEDICATION 12' 34' 34' 12 DEDICATION 1046.44 1046.32 1046.44 FS g R=2F 0% R=2.00% 1 J FS 1046.21 1045.67 I 1045.67 1046.21 TCLIP ;7t Up TC i i 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 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1020 R�W EX CL CL R�W R�W 9' PROP. 14' 32' 32' A PROP. 14' DEDICATION 12' 34' 34' 12 DEDICATION 1046.18 1046.06 1046.18 7f FS FS FS _ _ R=2.00% R=2.00% - I 1045.95 10\ 45.41 1045.41 1045.95 TC LIP UP TC I i 32+00.00 R%W R/W PROP. 14' 32' DEDICATION 12' 34' 1045.91 10458. i FS R=2.00 1 1045.14 1045.6 68 ( LIP RW R/W PROP. 14' DEDICATION 12' 1045.65 FS 1045.42 TC CL R�yYy R%IW R W R W 9' I' PROP. 14' 32' 32.42'13.58 34' DEDICATION TRANS. S 1045.97 VAR. -MAN5. FS R=2.03% ;7t VAR. FS 1045�P1645.70 045. 0 TC LI 1044.96 TC 31+50.00 CL E'�Y E'�Y R W R W 9' 32' 32' PROP. 14' 34' 27.83' 8.17 DEDICATION 1045.54 TRANS. -MAN5. 1045.85 FS VAR. VAR. FS 045. 0 TC 044.88 LIP 1044.96 Up 31+00.00 �Y R W CL RAW R I%W 9' PROP. 14' 32' 32' PROP. 14' DEDICATION 12' 34' 23.23' 2.77' DEDICATION 1045.38 1045.26 TRANS. T NS. 1045.74 FS FS VAR. VAR. FS R=2.00% R=2.33% - 1045.15 I 1044.61 1044.76 I TC LIP UP 1045.30 i TC i 30+67.1)1) ® TRANSITION W' Y EX CL R�W R/W R/W RW 9' PROP. 14' 32' 32' PROP. 14' DEDICATION 12' 34' 20.21' 2 79' DEDICATION 1045.21 1045.09 RANS. S. FS FS VAR. VAR. _f =2.00% =2.49% - - 1044.98 044.63 - + I 1045.67 1044.44 FS TC Up UP 1045.17 TC I, oQROFESS ql Prepared Under The Supervision Of Thienes Engineering, Inc. i CIVIL ENGINEERING • LAND SURVEYING 14.349 FIRESTONE BOULEVARD LA Lx- Lr r PH. (71RADA,-4811AX CALIFORNIA4 52638 7J * R.C.E. NO. 56155 J Exp. 12-31-18 Q q�F CIV �F C NO Date REINHARD STENZEL RCE NO. 56155 1070 1060 1050 1040 1030 1020 0 0 0 0 0 0 0 0 0 0 0 0 1070 1060 1050 1040 1030 1020 1070 1060 1050 1040 1030 1020 DRAWN BY: G.P. DESIGNED BY: M.S.R. CHECKED BY: R.S. PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' DRP 15--017 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN CYPRESS AVENUE SCALE: FROM STA. 30+67.11 TO STA. 36+42.45 AS SHOWN Q SOUTH WEST FONTANA LOGISTICS CENTER DATE: VZZRNER OF A A& CYPRESS AVE (PARK SITE) -1,NA_bkln 10711 0 DRAWING NO.: 7 c CITY N IN R.C.E. DATE: 5707 9