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Home My WebLink About5707-81090 1080 1070 1060 1050 1040 1030 1090 1080 1070 1060 1050 1040 1030 1090 1080 1070 1060 1050 1040 1030 1090 1080 1070 1060 1050 1040 1030 48+00.00 N' Y CL CL S, Ly R W RW R W RW 0' 90' 9 0' _ 44' _ 44' 30' 30' 16' 34' 12' 16' 34' 12 DEDICATION 34' 12' 1057.89 IT TC TC - -� (R=1.77%) R=2f16% - - - R=234%- - - _ --- i I I i - - - 1057.25 I TC _ (R=2.13%) R=2x3-1 % - - _ Z 1058.12 o 6 R/W^ �� 1057.48 ^� �� i� LO` R/W o=' �- R/W t.. __ Ln ^ o a c6 - o o to O O U - 9 p C J C) o aCL \ LO O J 0 0l� 47+60.00 N' Y CL RW RW RW 0' 44' 30' 16' 34' 12' DEDICATION 1057.57 1 TC (R=2.08%) R= .�8q; - - 1057.80 ^ z Mo R/W r; CL ^ o r- J LO O N u_) Jcl 47+00.00 N' Y CLTLY CL S LY RW RW R RW 90, 90' 9 0' _ 44' 44' 44' 30' 30' 34' 12' 16' 34' 12' DEDICATION 34' 12' 1 DEDICATION IT TC - --� (R=2.24%) - -- R=234%- - - _ --- i I I i - - - 1057.25 I TC _ (R=2.13%) R=2x3-1 % - - _ Z 00 o 6 R/W^ �� 1057.48 ^� �� i� LO` O o=' LU2 R/W p o Lci O •- o 46+50.00 NCL CL S LY R W R W R/W RW 0, 90' 9 0' _ 44' 44' 30' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1056.61 I 1056.93 IT TC - --� (R=2.24%) - -- R=234%- - - _ --- - L (R=2.06% 1056.84 - - - 1057.16 - -� - z U-1 Z R/W M 6 R/W^ �� cDN ^� ^� Ui a LO` O O LU2 C, LO N Lci O o o to O O U - 9 BASIS OF BEARINGS: SEE DETAIL SHEET 1 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 46+00.00 N' Y CL S' Ly R W R W R W RW 0' 90' 9 0' _ 44' 30' 16' 30' 16' 34' 12' DEDICATION I 12' I 1056.61 I I 1055.96 I TC - (R=1.97%) - (R=1_ _97%) R=2.095 - -- - - - TC --- - L (R=2.06% 1056.84 - - - 1056.19 - -� - z o co CL R/W RW 6 � �� o L0 ^� Ui a ui O O LU2 J 1-1 m N' Y CL CL Y RW RW ly RW RW 0' 1 0 9 0' 44' 30' 16' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1056.28 I I 1055.96 I TC (R=2.13%) - -- _ - R=2_15, - -- - - - - - TC --- - L (R=2.06% R=2. R=2.09 - - - 1056.19 - -� - Ln ro zR/W R/W 1056.51 6 00 �CL o co-3� ^� Ui a ui R/W- \ Ln C) J 1-1 O Lci O J o to O O N 9 46+00.00 N' Y CL CL Y RW RW RW RW 0 1 0 9 0' 44' 44' 30' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1054.99 1 I 1055.96 I 1054.33 Tc - -- _ - (R=2_10%)tf I I - - - TC --- - L (R=2.06% R=2. R=2.09 - - - 1056.19 - -� - Ln ro zR/W R/W a 6 R/W zoR/W �a co-3� \ Ui a ui aL0 LO \ Ln C) J O O NLO Cl o to J L\ MC Q p O O to -i N'Y CL ' RW RW RW RW , 0 1 0 9 0' 44' 44' 30' 30' 16' 34' 12' DEDICATION 34'12' 12' DEDICATION 1054.99 1 1 1055.31 I 1054.33 1 - -- _ - 1 1.055.64 I I - - - TC --- - L (R=2.06% R=2. R=2.09 - - - ;0 -o - -� - "' 1055.87 1055.22 R/W a 6 R/W zoR/W R/W a \ Ui a ui aL0 LO \ Ln C) J O O NLO Cl o to J L\ MC Q 1090 1080 1070 1060 1050 1040 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 BENCH MARK: p O CITY OF FONTANA BENCHMARK N0. [ r,7j "289 nr�l 11 o 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 BEFORE 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. 1090 1080 1070 1060 1050 1040 1030 N I LY CL(SRW CL ' Y RW RW RW , 0 0 9 0' 44' 44' 30' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1054.99 1 1 1055.31 I 1054.33 I TC - -- _ - (R=212%) R - - - - _ R__ 2 3% - - - - 1055.54 R=2__05% ;0 -o - -� - "' r- 1055.22 R/W a Ln R/W zoR/W In a \ R/W ui aL0 LO \ Ln C) J O O O V) J ln� O L O N'Y CL CL S' RW RW RW RW 90' 0 9 0' 44' 30' 16' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1054.99 1 1054.66 11 1054.33 1 TC -- - TC R_ 1 96'% -- =2.07%) _ R__ 2 3% - - - - - - - R=2__05% I 1054.56 - -� - "' �z 1055.22 1054.89 a Ln R/W zoR/W In Ln U- to \ R/W J c'O ----- zLO O O J ln� O L o to J L\ MC Q p O O to CL CL S' R' W R W R• RW 0' 0 9 0' 44' 44' 30' 1 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1053.62 1 1054.66 11 1054.33 1 TC -- - (R=2_03%) R_ 1 96'% -- - - _ R=2.0610 - - - - R=2__05% I 1054.56 - -� - "' �z z o 1054.89 a Ln R/W zoR/W In Ln U- to \ ll') O J -j ----- Ll O O O LO O J ln� O L o U- C) MC R/W 42+50.00 N' Y CL S' RW RW RW RW 0' 0 9 0' 44' 44' 30' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1053.62 1 1 1 1053.23 i 1054.33 1 (R=2.37%) R=2.x0 TC L - - R=2.10% - TC 34%) R=2.0610 - - - TC R=2__05% I 1054.56 - -� - "' �z z o a' ffi a o R/W z In Ln U- to \ ll') O J -j ----- Q O O N R/W O o U- C) MC 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1080 1070 1060 1050 1040 1030 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 42+00.00 N' Y CL S LY R W RW R W RW 0' so' 9 0' 44' 44' 30' 30' 16' 34' 12' DEDICATION 34' 12' DEDICATION 1053.62 1 1 1 1053.23 i 1054.01 1 (R=2.37%) R=2.x0 TC L - - R=2.10% - (R=2.20%) --- '6+1053 - - - TC R=2__05% 1054.24 - -� - "' PO z o ^ R/W o R/W z � �� OJ � L0 -j ----- Q O O O CL 41+50.00 NCL CL ' Ly R W R W R W RW 0' 90' 9 0' 44' 30' 16' 30' 16' 34' 12' DEDICATION 34' 12' 1 1053.62 1 1 1 1053.23 i TC - --L_ (R=2.17%) l R=2.10% - (R=2.20%) --- '6+1053 - - - TC R=2__05% 1053.46 - -� - (R=1_98%) PO o cpo R/W o 1052.30 z � o OJ 1053.85 _-�_ p O(n �Ln ----- Q J 1053.07 CL R/W O o U- C) MC R/W p 41+00.00 N' Y CL S' LY R W R W R W RW RW 90' 9 0' 44' 30' 30' 16' 44' 30' 34' 12' DEDICATION 1 1 1 1 1053.23 12' DEDICATION I TC l �- �l - (R=2.20%) R=2.1 '6+1053 - - - TC R=2__05% 1053.46 - -� - (R=1_98%) PO o cpo R/W R/W 1052.30 (R=222%) � R=2. OJ CL _-�_ p O(n �Ln ----- Q 0 N' Y CL S' LY SLY RW R W RW RW 0' 9 0' 44' 44' 30' 30'16' 44' 30' 34' 1 1 16' DEDICATION 34' 12' 34' 12' DEDICATION I I l I I 1052.84 R/W -L I 1052.07 - TC R=2__05% - - -� - (R=1_98%) R=215% - 1052.69 R/W �L 1052.30 (R=222%) z R=2. CL_ R/W _-�_ J to ----- Q J 1053.07 0 0� J M o z 12O MC R/W p -i aCL \ LO O J 0 0l� 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 0 N' Y CL CL S' LY R W R W R W R W 901 0' z 44' 44' 30' 30'16' 30' 16' 34' 1 12' DEDICATION 34' 12' DEDICATION I }_ 1 1052.46 I l 0 R/W -L I 1052.07 (R=1_92%) L _ R=2__05% - - -� - (R=1_98%) R=215% - 1052.69 R/W N, 1052.30 � z �M' CL_ R/W lt) J to \ Q J �_ 0 0� J R/W 0 N' Y CL S, LY R(W R W R W R W R W 0' z 44' 30' 30' 16' 30' 16' 34' 1 12' DEDICATION } . } - 1051.36 I I }_ I J l 0 R=2.09% O I 1052.07 to L _ 1051.59 TC - -� - (R=1_98%) R=215% - R/W N, 1052.30 � z �M' o �-jIn\ O a R/W OJ LO �_ 0 J R/W O N LO_ J �� 12O 31x+00.00 ' W CL R R 90' 44' 30' 34' S' Ly RW 16' DEDICATION I 1 1051.68 TC 1051.91 N' Y CL S, LY R W R W R W R W R W cnrn z 44' 30' 30' N 30' 16' 34' 12' DEDICATION I 1I tl 1051.36 I I J I J 0 R=2.09% O O to L _ 1051.59 �(n � S' Ly RW 16' DEDICATION I 1 1051.68 TC 1051.91 N' Y CL S, LY R W R W R W R W R W 0 0' 44' 30' 30' 16' 30' 16' 34' 12' DEDICATION I 1I I 1051.36 I I 1051.05 I TC (R=1.99%) R=2.09% TC L_ (R=2.18%) L _ 1051.59 � C) z R/W a, � z z �-jIn\ O � OJ �_ LNC R/W O 1090 1080 1070 1060 1050 1040 1030 1020 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 1030 1030 1020 1090 1080 1070 1060 1050 1040 1030 1090 1080 1070 1060 1050 1040 1030 1020 38+00.00 NCL CL S' LY R W R W R W R W R W 0 0' 44' 30' 16' 30' 16' 34' 12' DEDICATION I I I I I I 1051.05 I 1050.73 TC L_ (R=2.18%) L _ R=1,_997. R=1.59% a, � z z 1051.28 oa �_ R/W O J �� 12O o� p 37+80.00 N' Y CL Py R W R W R W 0' 44' 30' 16' 34' 12 DEDICATION I 1 I 1050.73 TC L _ (R=1__90%) R=1.59% o z rn 1050.96 �_ R/W 12O J 1090 1080 1070 1060 1050 1040 1030 1020 1090 1080 1070 1060 1050 1040 1030 1020 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' a a 00I 0 x x n n DRP 15-017 Y a a SHOULD CONSTRUCTION OF THE REQUIRED oQ�OFEss/o/v Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA N IMPROVEMENTS NOT COMMENCE WITHIN TWO ,Z.P`RD ST�Fylhienes Engineering, Inc, STREET IMPROVEMENT PLAN CIVZ. ENGINEERING • LAND SURVEYING w YEARS OF THE DATE OF APPROVAL SHOWN HEREON c; �� LA MI FIRESTONE BOULEVARD DRAWN BY: SANTA ANA AVENUE SCALE: r PH.(714)DA-4811FFAX(714)521-417J G.P. AS SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155 *FROM STA. 37+50.00 TO STA. 48+00.00 S Exp. 12-31-18 Q DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE: C% CITY ENGINEER MAY REQUIRE REVISIONS TO THE 9 M.S.R. S/E CORNER OF SANTAANA & CYPRESS AVE (PARK SITE) M PLANS TO BRING THEM INTO CONFORMANCE WITH TF�F /CA`�Fo``~q�Qate CHECKED BY: APP ED BY DRAWING NO.: 8 �-PARefl/MAP NQ, 19711 0 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. REINHARD STENZEL RCE N0. 5 155 DAA' •�� rJ%O% R.$. CITY ENGINEER R.C.E. 51152 9 � o