Loading...
HomeMy WebLinkAbout5589-31045- 1044- 1043-- PRW PROPOSED W'LY H W'LY Vf L LYSED R 1042- 1044 34' R/W CD u- 12' 1044- CD 1038- 34' N 1043 - I 12' 100- 22' 1042 � 1040- Ui 0 1037- 1043- � 1 -1 U 1 1035- 0 709-) -40 a I 00co 00 I o O ?0 �u� I 0 1038 1038- O O 1035- 1042- 1039-I -40 �J -40 -20 0 U J 1041- M cm O O 1040- 1 I rn rl) -40 -20 0 20 CD _ ly � "' M 0 0 1038 49+50 1044- 1043-- PROPOSED PROPOSED W'LY H W'LY Vf L .-. R 1042- 1044 34' 12' CD u- 12' o CD 1038- 1041- N 1043 - I Cl 100- 29,E It 1042 21 1040- Ui 0 1037- 1039- 1 1040 1040- 1038- 1 1035- 0 709-) -40 -1040 1040 1042- 1041- 1040- 1039- 1038 -- 1037- 1036- 1035- 042-1041-1040- 1039-1038-1037- 1036- 1035- 1 -40 CL 34' 22' co g. 0 2.20% I () O O 00 00 I I I -20 0 20 47+50 ri 1 1 -20 0 45+50 1045 PROPOSED PROPOSED W'LY H 1042 Vf L .-. CL 1039- 1044 34' 12' 1042 12' o 22' 1038- u- I a N 1043 - I 1041 100- 29,E It 1042 21 O Ui 0 1037- u- 1 1040 1040- 1 40 1035- 0 709-) 1036- -1040 1040 1040- 00co 00 V) 12' o O ?0 �u� I 0 1038 1038- O O 1035- 1 1039-I -40 �J -40 -20 0 U J 43+66 1045 1045- PROPOSED W'LY H 1042 R/W .-. -- -- - — 1044 1044- 12' 1042 1042 o I o 1043 1043 - I 1041 100- 29,E It 1042 1042- 2Z 1041 1041- u- 1 1040 1040- 1 40 1035- -40 1044 1044 - W'LY H 1042 PROF � 1045- 1040 1043 1043- RSI 1042 1042 o 0 0 wi I O 12; -1038 I C) I 1041 100- rn 1040 1040- 2Z 1039 1039- u- 1 1038 1038- 1 40 1035- -40 CL 181 •9 L � 20 I I I - -20 0 20 48+00 VAR. W'LY H 1042 R/W � 1045- 1040 1040- VAR. Cn 1044 1044- o 0 0 wi I O 12; -1038 I (1.15; 1043 1043- rn -1042 1042- 0421041 2Z -1041 1 1041- u- 1 -1040 1040- 1 40 1035- 04 N — -1040 1040 1040- 00co 00 V) 12' o O ?0 I 0 181 •9 L � 20 I I I - -20 0 20 48+00 I 1 1 -20 0 20 50+50 CL I 1 1 -20 0 20 48+50 PROPOSED CL 1045 1045r-- -1045 12' 26' -1044 1044- I o I 1044 c (0.98%) 1043 1043- -1043 M M -1042 1042- 1042 1041 1041- 1041 1 -1040 1040- I I I 1040 40 -40 -20 0 20 40 50+72 1044 1044 W'LY pRopo 1042 R/W -1045 1045- 1040 1040- VAR. Cn 1044 1044- o -40 -20 wi I O 12; -1038 I o -1- 1043 1043- rn -1042 1042- 0421041 2Z -1041 1 1041- -1041 1 -1040 1040- 1 40 1035- -40 I 1 1 -20 0 20 50+50 CL I 1 1 -20 0 20 48+50 PROPOSED CL 1045 1045r-- -1045 12' 26' -1044 1044- I o I 1044 c (0.98%) 1043 1043- -1043 M M -1042 1042- 1042 1041 1041- 1041 1 -1040 1040- I I I 1040 40 -40 -20 0 20 40 50+72 1044 1044 1044- pRopo 1042 VAR. 1041 W'LY 1040 1040- VAR. R/W 1 1038 1043 1043- -40 -20 N -1038 I o -1- 1042 1042- 0421041 rn 19 2Z -1037 6y -1041 100- 1036- 1040 1 1035 1035- L — -1040 1040 1040- 00co 00 V) 12' 1039 1039- 1 1038 1038- 1 40 1039 1039-I -40 I 1 1 -20 0 20 50+50 CL I 1 1 -20 0 20 48+50 PROPOSED CL 1045 1045r-- -1045 12' 26' -1044 1044- I o I 1044 c (0.98%) 1043 1043- -1043 M M -1042 1042- 1042 1041 1041- 1041 1 -1040 1040- I I I 1040 40 -40 -20 0 20 40 50+72 1044 1044- Raw 34' 1043 CL 1042 VAR. 1041 1041- 1040 1040- VAR. 1039- 1 1038 � J 40 -40 -20 N -1038 I o -1- 04 04 0 0 44+00 (0.74%) 19 2Z -1037 6y 01' 1036- 1040 1 1035 1035- L 40 -40 00co 00 V) 12' 22' 1039 1039- 12' 00 I 1 1 -20 0 20 50+50 CL I 1 1 -20 0 20 48+50 PROPOSED CL 1045 1045r-- -1045 12' 26' -1044 1044- I o I 1044 c (0.98%) 1043 1043- -1043 M M -1042 1042- 1042 1041 1041- 1041 1 -1040 1040- I I I 1040 40 -40 -20 0 20 40 50+72 1044 1044- Raw 34' 1043 1043- 12 1042 1042 o 1041 1041- 1040 1040- -1039 1039- 1 1038 1038-__-__- i__.__ ..4_ 40 -40 -20 I 0 49+00 1 20 1044 1043 1042 1041 1040 1039 1 -1038 40 PROPOSED W'LY 1042 1042- 1042 1042- PROPOSED 1042 1042- R/W CL -1042 W'LY CL 34' PROPOSED R/W W'LY CL 34' - - ;---- --- - - 1041 1041- R/W 1041 104 12' 22' 1041 1041- 12 ??, - - - - -- 1041 34' c� rn 112' 22' o ai II o "' N - 1 1040 1040- 0 gq, 1040 1040 1040- o I 1040 1040- o of - aJ i2r �) 29,' 2f -1039 1039- 25ax (O.D1%) 1039 1039- > -1039 1039- ^ u- 1039 of LNi N N N O O 1038 1038- co � 1038 1038- o :; 1038 1038-- ---� --- 1038 co M00 M .... O O 1037 1037- 1037 1037- 1037 1037- 1037 1036 1036- 1036 1036- 1036 1036- 1036 1 I 1035 1035- 1 1 1 1035 1035- 1 1 1035 1035- 1 1 1 1 1 1035 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 46+00 46+50 47+00 1 20 1040 1040- PROPOSED ILY i PROPOSED R/W 1039 1039- � — c� �co (� -1038 103 o -1- I 20 44+00 1040- �W 2Z -1037 1037- 1036 1036- 1040 1 1035 1035- 1 40 -40 BENCH MARK: CITY OF FONTANA BENCHMARK NO. 289 O NGVD29, ELEVATION=1032.22' FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER CATAWBA AVENUE & SANTA ANA AVENUE[c7AA— VV%A/V��VWV~ BASIS OF BEARING: DIAL TWO WBEF❑RE THE BEARING OF NORTH 89'45'02" EAST OF THE CENTERLINE BEFORE You DIG YOU DIG OF SANTA ANA AVENUE PER PARCEL MAP NO. 19527 FILED IN BOOK 243 PAGES 54, 55 AND 56, OF PARCEL MAPS, TOLL FREE 1-800-227-2600 RECORDS OF SAN BERNARDINO COUNTY HAS BEEN TAKEN AS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THE BASIS OF BEARING FOR THIS SURVEY. 34' 1 -20 CL 22' i PROPOSED ' 1.8% I � — c� �co (� W'LY R/W 00 � I 0 I 20 44+00 * NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. N0. REVISION DESCRIPTION DATE ENGR. CITY DATE __�-�•�� CITY OF FONTANA,CALIFORNIA SHOULD CONSTRUCTION OF THE r QROFESS/py\\1 REQUIRED IMPROVEMENTS NOT op . \GE H ,�, F%I OSVREE7 UNPROQ W/ [EMEHIr PLAN COMMENCE WITHIN TWO YEARS /�c�,• �� OF THE DATE OF APPROVAL 0'�.'�Q 9a'.2� Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: SHOWN HEREON AND CARRIED %� : NO. 33366 : rn j 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 HZ STAFF AS SHOWN FORTH IN A DILIGENT MANNER, /� : EXPIRATION : �/ CATAWBA AVENUE THE CITY ENGINEER MAY REQUIRE 6-30-2018 DESIGNED BY: DATE: fir••. .••*� CROSS SECTION REVISIONS TO THE PLANS TO �� IJ CIVIC �Q / APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE DLW 12/2016 BRING THEM INTO CONFORMANCE 1�9T�' .... p��i CHECKED BY: APPROVE BY: L L �� DWG. NO.: 3 WITH STANDARDS IN EFFECT. \= F�\F,.� 33366 6-30-18 4 4p / M.H.M. Z 3 CITY ENGINEER R.C.E. 51152 DATE: 0 m 0 s PROPOSED PROPOSED W'LY R/W (IL -1040 1040- �W CL 1040 1040- 34' 1040 34' V) 12' 22' 1039 1039- 12' 22 1039 1039-I �J - -� 1039 U J I M N CD C4 rn rl) (0.93%) -1038 103 CD _ ly � "' M 0 0 1038 103&- c ��; — 2,i =' 1038 (� 12% ) I \ - 1037 1037- -1037 1037- - fi- s s 1037 c.0 c6 o 1036 1036- 1036 1036-- 1036 I 1035 1035--- 1 1 1 1 I 1035 1035- I I I1 1035 40 -40 -20 0 20 40 -40 -20 0 20 40 44+50 45+00 * NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. N0. REVISION DESCRIPTION DATE ENGR. CITY DATE __�-�•�� CITY OF FONTANA,CALIFORNIA SHOULD CONSTRUCTION OF THE r QROFESS/py\\1 REQUIRED IMPROVEMENTS NOT op . \GE H ,�, F%I OSVREE7 UNPROQ W/ [EMEHIr PLAN COMMENCE WITHIN TWO YEARS /�c�,• �� OF THE DATE OF APPROVAL 0'�.'�Q 9a'.2� Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: SHOWN HEREON AND CARRIED %� : NO. 33366 : rn j 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 HZ STAFF AS SHOWN FORTH IN A DILIGENT MANNER, /� : EXPIRATION : �/ CATAWBA AVENUE THE CITY ENGINEER MAY REQUIRE 6-30-2018 DESIGNED BY: DATE: fir••. .••*� CROSS SECTION REVISIONS TO THE PLANS TO �� IJ CIVIC �Q / APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE DLW 12/2016 BRING THEM INTO CONFORMANCE 1�9T�' .... p��i CHECKED BY: APPROVE BY: L L �� DWG. NO.: 3 WITH STANDARDS IN EFFECT. \= F�\F,.� 33366 6-30-18 4 4p / M.H.M. Z 3 CITY ENGINEER R.C.E. 51152 DATE: 0 m 0 s