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4812XS-1
N _ 1 i I I i I I i , I i i I I - -- -�I - - -- i J - - -- PR P. Y-- EXIST:- L � ( iE IST. - I POP I DY 11 ST— I EXI BN T Y__ PR6P ( BN©Y_ C L EXIST. BNDYBNDY -- - - -- I B DY 15, _ - - 11 rz, t I I i - -- - - - - - - I ID ALIS - -- - -- - - - - SI E MILK 1 .86' •-��,_ EP 6'� 5 U111 ° SURFAC _... 9tk -E�FI SU TIN FA .60 _ k L Su FACE 'E ;06% 0 2•d0% - - - - - 'o - � _ i I IJ - 6-0 10 L– T-1 STA 5 %010.0 5 a - 4+ 10. 0 10 - - PR P.-- I-- r RIST 13NDY C L B DY -- BN ' Y - EXIST. BNt3Y -- i BNDY E IST. - -B , DY- 6, 4 —# I _ 6 BN - Y 46 46 43' 6' 46' I 1 4 , I 4' 16' 5 1 .83' 12.17' - 12' j j [ - _ I D S I - — ' p%176) EXI TIN' - _ -- ° _ _ - _ _ - - I Xl_S.1N_ U R AC �� _ -- 1.88 _ XI TIN �- I • I _STA 4 + ' _O�bQ _ 11048 -•- -- -- —ST - 00:0 - -1�5a — — -- I PR P. EXIST. ' C -- - j - ND BNDY -- i -_ - C L EXIST. ND - - O ( DY - - 1S -T. - / I BN - . Y 1,-J 46L— p Ex ST.- 34 - ! I I 13-- , DY 4 46 IDEWALI� , ND C 13 Y 3 �2 - 2. 1' -- - - 16 1Y-!— __I —7.83L.4-2.17 _ 4 - !� - • --- - - _ P - I .SI , .EW _ L I I - - I - 2• ' 09 � �0. Oq l 1 I I '1 60 1 'o 1 %) �O - S - -EXI - SU - TIN FACS - I - -- - p ,° ( _ - EP 9 7� - - - - EIS RACE INQ- � 1 6 _- _ 0 5. S I —1 ( , ST G I I - . .7 '9 I -- - — --- -- -- y --- 1048 Gj1' - - - ._40500 - - �Q- 5 4� 0.. 0 0� —�- _ S 4 + 0. 0Ilk 0 -- -- — --- -- — EXIST__ �' CL B° IST. � ST 93.1 • - - BN Y I -_ BN - 1 Y _ - - EXIST._ BNDY _ __ L _ BNDY _ POP DY 1DY J � - - EXI BNpY .T. - I ALIS -- �0 NQ C - EX I BN T.. Y -34 I 12. 8' --- --I - -- 46' 15_ - 46' - - B - - - - 3' �— P-- 15 0 I 4' 0 4' SI ! EW LK pq _ ° �p, 1 �) )Kr E,1-4.- - SUR 1 ISTI G SI EW LK - ' FSS L_ E; (1.�3� — % 1 ! 1 0 (0.7) - _ EXI ;TIN 1�RFAG 5 ��` S pEP -E S 1 T �tG- NCE 0 -2 0�` �, o - UR ACE --- -- - - I -O- - - -- - - - U o — .�� -S - —41 + 0:00- Ilk 1�0 5 i 0 .0 BN Y C L B ST ID1' ST 9+ 0 LP LP 0p 0) _ — - PROP. BN Y EX -BNDY .ST. — -- -C�L - EXIST. B DY - --- --- - - - — BN Y � 46' 43 46 DIV — - ENI - - T. P(-- -- - 34' o 1 I 4 E 14,11 46' - --- B EST.- BN Y - - . _ !I o 1 12i' B ,fDY _ I 5. 4 43 ! - _4.°h_ - E S ISTI RF ICE 20 35 1 x.11 I-01 01 Or: - __ __ _- -_ -1 fig: F -- XIS UR ING, -ACE - -- - - - - - - 2-� ° - - - - - - 1 -REGE_ ��..��,- - -- F �0. - - - 1� - 1 - - `S i - - XIS UR ING ACE- LLI > 0 >01 w �aEll _ 6t0 0 Z 0 U W X W W Z Z > of PROFILE SCALE HORIZ: 1 is =21 VERT: 1 =2 V) � O:fON BASIS OF BEARING: THE BEARING NORTH OF THE CENTERLINE OF CYPRESS AVENUE AS SHOWN TRACT MAP NO. 16678-3 ON FILE IN BOOK 307, PAGES 77 TO 80 of Q O SHOULD CONSTRUCTION OF THE REQUIRED,������ IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS RpFESS�p �,o Q FARC/q "qt e9� Fy a = CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN z Q MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. :, `: OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY �� y = N m W No. c o�o�oz o m FUSCOE �I1i�� E N G I N E E R I N G DRAWN BY: - SANTA ANA AVENUE CROSS-SECTIONS SCALE: A SHOWN BENCH MARK: DIAL TWO WORKINGP. os/3o/Zoo 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 FROM ±660' WEST OF CYPRESS DESIGNED BY: DATE: BEFORE �� DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS * tel 900.581.0676 o fax 909.581.0696 owww.fuscoe.com — AVE TO CYPRESS AVE OCTOBER, 2009 FOUND TOP OF FIRE HYDRANT NORTHEAST CORNER OF JURUPA AVENUE AND CYPRESS AVENUE. YOU DIG You DIG ::�_. TOLL FREE ' `'-` ` 1-800-227-2600 TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. STgT civ*, o��P F of CA CHECKED BY: AP pRawlNc Nn_ 4812XS / BENCH MARK NO. 534' ELEVATION = 1034.60 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. - GINEER R.C.E. 51152 3 REVISION DESCRIPTION DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 Date