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HomeMy WebLinkAbout4017-7X x X X X 1025 1024 1022 -40 -20 0 20 40 1024 1025 1024 1022 1024 1022 1020 40 1024 1022 1020 1024 1022 1020 40 STA 38+50 1024 1022 1020 -20 0 20 40 1032 1030 1028 1026 1024 60 40 1032 1030 1028 1026 1024 60 1032 --- --......._...._.................................... _....... _......... _.... -- .......................... ........ ------ ------...........- --.... ...... .... ._........ ._ _ .._..... _.......... _. 1032 6' G Qt ELM S1117 5 t 1030 : ,... *.......................... 5 ,.. ,._......_............................._...................._.,.,.................>.............. ,; ....,............}_..........._......_.....__ _._ ........................ 2� 2.6 5: 1. 1030 1028 I - -_._....._..................._......_........._.. ._...._...._� _. _ . PROP PVMT .......... _...---- -... -- _ ..__..._....-.-..._._..._.- -- 1028 ............_.__ �_._ _:.__ _... ____.__ _ __ _ ..__ 1026 .... _....� lF .... PROP PVMT ..._. _ _.. .. .............. 1 _....._... ; ... .................. ..... coo 1026 -...-._ . PROP Sid.......... �.0 2.:53 2:53 ,. - 1026 T EXIST PVMT PROP C&G ' �__ -5 YSw I �c,'�9 1022 _....�.._._..__............_T ._......_..� EPROP i.........o��.. T. O _ po...._......._ PVMT PROP C&G 1026 1024 ..EXIST _........_._._.. ._ .;.. ......... ........ ............. L---..... . ...__._... ........_.....:... ....--- - 1024 -60 1030 1028 1026 1024 -60 -40 -20 0 20 STA 42+00 40 60 -40 -20 0 20 40 R/W ELM ST R/W U R/W ELM ST R/W 6' 1036 __ 64' 1 5' 26' 26' 5 t _ 1. 1024 ._.............. .._.. __ ,. __.__ 5 - -- 6�-----------1 --- -- 25�' 6 _ . ................. ------ --- , , 1024 1025 - _._..._._.____ _. _ . NO. REVISION DESCRIPTION APPROVALDATE APPROVAL DATE ............_.__ �_._ _:.__ _... ____.__ _ __ _ ..__ 1026 .... _....� lF .... PROP PVMT ..._. _ _.. .. .............. 1 _....._... -- . _ .._......._.._. r 61 ... .................. ..... coo - _ �_ - _.----a ' _-._........... ; OG � T EXIST PVMT _ ___......._ _. ' �__ �c,'�9 1022 _....�.._._..__............_T ._......_..� EPROP i.........o��.. T. O _ po...._......._ 1 _ ................._.....r .. 1022 IOG ' 1026 1 SW J_- : 1030 �.� --__----�'F%P-_W 1026 1030 6 _._. _ ...... ......... .. _..... _ �....... PsA 9ti k� _ i - �-� --- ----_� - 1028 - — 5 % -20 539 40 ; 1020 i ___.... __; _... __-- -_____ _._ __.__ . _ _r___._..__.__ - - - __ __ _ _ __..............._,.__.. __ _______ _____ ' 1020 1024......- ;..._.. - - - r- 1024 I PROP W 5 I (�P PR SW EXIST C&T 9XIST PVMT EXIST C&G I PROP C&G PROP PVMT PROP CdcG v 1018 .. ........... ............ . . . ............_:._......._._........,....._............................__............... ____-._- ....... ..._...._I.......... _. __ :.._................_ .. ......... 1018 1022 ...... _ .._ . __ 1022 -60 -40 -20 0 20 40 60 -40 -20 0 20 40 STA 38+00 STA 41 +00 1024 1022 1020 1018 -60 DIAL TOLL FREE 1-800-422-4133 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -40 -20 0 20 40 cl l•Ki�:1:W ' O THE BEARING OF N 00'12'21" E FOR THE CENTERLINE OF THE EXISTING ELM STREET AS SHOWN ON CITY'S RECORDS DRAWING NO. 2085 WAS USED AS THE BASIS OF BEARINGS. 1024 1022 1020 1018 60 BENCH MARK #288 RAILROAD SPIKE IN POWER POLE NO. 71833 AT THE NORTH EAST CORNER OF POPLAR AVENUE AND SANTA ANA AVENUE ELEVATION 1019.890 1026 1024 1022 -40 -20 0 20 40 STA 40+50 1026 1024 1022 1030 1028 1026 1024 60 U t Ew STR 1036 __ _ _ 6t- - --. _ 1036 ..............-__._ O _l_ ...._....._-._26 - _.. _ _X26 � — NO. REVISION DESCRIPTION APPROVALDATE APPROVAL DATE REVISIONS 1026 1024 1022 1030 1028 1026 1024 60 1036 1034 1032 1030 1028 -60 STA 45+50 -40 -20 0 20 40 STA 45►+00 1036 1034 1032 1030 1028 60 1034 -20 0 20 40 STA 44+50 1036 1034 1032 1030 1028 1026 60 1034 1032 1030 1028 1026 -60 Lf�7 1034 1032 1030 1028 1026 60 -40 -20 0 20 40 1034 1032 1030 1028 1026 60 t3 PLANS PREPARED BY: Q�'pFESS/0 CITY OF FONTANA, CALIFORNIA N.YEy�F� DEPARTMENT OF ENGINEERING No. 32499 m DRAWN BY: SHEET 1 " = 20' MIN EXP. 6-30-07 TRAFFIC ENGINEERING DESIGN SERVICES ELM STREET IMPROVEMENT PLANS " _ 3333 S. Brea Canyon Road Suite 120 Diamond Bar Bivd, CA 91765 N BUNIA DATE: FEB. 6, 2006 s� CI v \� ��Q Phone: (909) 595-1940 Fax: (909) 959-1314 DESIGNED BY: CROSS S CTIONS SHEET 9lF OF C A��FO`� N. BUNIA 2 �_� Date ��` O� CHECK BY: DR. N0. L. Y H L. YEHUDA APPROVED: of P.E. R.C.E. No. 32499 Exp. 6/30/07 CITY ENGINEER RCE N0. 51 52 401% 7 8 R t Ew STR 1036 __ _ _ 6t- - --. _ 1036 ..............-__._ O _l_ ...._....._-._26 - _.. _ _X26 � — 1034 --___. __. _ _.. - -- ._ _. _--__ ___ .._.__..__�--_.__ �_._ _:.__ _... ____.__ _ __ _ ..__ ___ 1034 .... _....� lF .... PROP PVMT ..._. _ _.. .. .............. - ...... ...... .. ....... ._ .... .._.... 1032 _ _. -- , �I j 7j __._I.� OG � _ 1032 ' �__ �c,'�9 ____ � PROP... S1N - �� _ 53�L- .............I....__._ ... 2.53i J_- : 1030 _- PROP --__----�'F%P-_W 1030 _:C&G.. .. _._. _ ...... ......... EXIST PVMT 1028 1028 -60 -40 -20 0 20 40 60 1036 1034 1032 1030 1028 -60 STA 45+50 -40 -20 0 20 40 STA 45►+00 1036 1034 1032 1030 1028 60 1034 -20 0 20 40 STA 44+50 1036 1034 1032 1030 1028 1026 60 1034 1032 1030 1028 1026 -60 Lf�7 1034 1032 1030 1028 1026 60 -40 -20 0 20 40 1034 1032 1030 1028 1026 60 t3 PLANS PREPARED BY: Q�'pFESS/0 CITY OF FONTANA, CALIFORNIA N.YEy�F� DEPARTMENT OF ENGINEERING No. 32499 m DRAWN BY: SHEET 1 " = 20' MIN EXP. 6-30-07 TRAFFIC ENGINEERING DESIGN SERVICES ELM STREET IMPROVEMENT PLANS " _ 3333 S. Brea Canyon Road Suite 120 Diamond Bar Bivd, CA 91765 N BUNIA DATE: FEB. 6, 2006 s� CI v \� ��Q Phone: (909) 595-1940 Fax: (909) 959-1314 DESIGNED BY: CROSS S CTIONS SHEET 9lF OF C A��FO`� N. BUNIA 2 �_� Date ��` O� CHECK BY: DR. N0. L. Y H L. YEHUDA APPROVED: of P.E. R.C.E. No. 32499 Exp. 6/30/07 CITY ENGINEER RCE N0. 51 52 401% 7 8