Loading...
210_092c 0 0 0 N co N 37IIJ 2'o160-0 l .�AlNf10o COUNTY FILE No -210-092 CITY OF BLYT]H[]E m COUNTY OF RIVERSIDE COUNTY ®� ��������� NOTE: The State of California its officers or agents shall not be responsible for thehe accuracy or completeness TRANSPORTATION DEPARTMENT of digital mages of this map. 4080 LEMON ST., 8TH FLOOR ee OF E COUNT SU EYOR I A ]PORTION OF SECTION 34, SECTION 3c➢, & SECTION 36 ROFFICE IVERSIDE CA00 26 25 T. 6 S. R. 2 3 E. S. B. M. 27 1 26 TOWNSHIP 0 SOUTH9 RANGE 23 EAST, S.B.M. -- � ----- -- 1 —.—.—.—— —.—.— _.— --- ---------------j --- I j I .—.—.—.—.. _.—.—.—.—.—.—.—.—.—.—.—.__.�.—.—.—.—.—._.—--j -.-.-.-.-.-._ _T--_� Il Ii 36 —•—•— -.._.----.-.-. 35 i Ti•— .—.—•——•—•—•—•—•— i � 34 135 .,.,= I I Ijl LAND •�•� \O�Q� fG I j �G II W MA" D. �,� EDWARD D. I I j I I a= LOCATION W I HUNT I I > PROFESSIONAL LAND SURVEYOR �`" IIIY IL No. 7530 z I I I I AUGUST 16 201 6 III 8 �m I I I I • I 9 Exp. 12 2/31 /17 I I �o i I ,� j DATE ��9TF III o o���� �o=\ _ I DF F I j m, Cr I I I I I I i I I I I , KIM j III 7-jo-J 3 Q I I I I I MW0U_ L� U'mw j ! III Z I j I I j j 011110111100. I I ci I I I .�� im I I I �cW,1OMN QI I I NE 1/4a. ., oW,wa j RECORD OF SURVEYOm NW 1/4 SECTION 35 `�� NW 1/4 Ih.SECTION 36oRS 91/14 II r,�SECTION 35 WLLwZ> IjI omff r m I 11101 Dim J� w r O rc S I II Z,NE 1/4 �NM WU O Q W clio N W LRIVERSIDE o aSECTION 34 SITE MAP Uo I I �j II I I (NOT TO SCALE) COUNTY I I I I " I I ,.,I >a°�zV) I Oj j I I I SAN BERNARDINO SAN BERNARDINO COUNTY I I I I o o a o -i I j i j I I j I I UJ3U� I j I I j RECORD OF SURVEY I RIVERSIDE,,, - BEAUMONT I �� I --PALM SPRINGS PROJECTI j I 1= 400/ j I R S 34/36-37 ORON BANNIN PRO%IbIITY I A,,4ORANGE INDIO I I I I I I I j I I I w COUNTY HEUET INDIAN COACHELLA I I i j j jp WELLS BLYTHE o I I I I. j Iry I I SAN DIEGO COUNTY I IMPERIAL COUNTY j -__ .._--_-.._--- -- .. _..-..-.._.. i -___. ._._._. - —..�..—..—..—..—..—.._.._.._.._., _— — — — — - HOBSON WAY — — — _' _ =—=—= — _ — —..—.I—..- — I I RECORD OF SURVEY j jl I o Wl I I I I II I I j I • I I CALIRANS HJGHT 05 WAY I j I I j RS 34/36-37 I I CL I j VIA? NO., 911010-34-3a j j j j ice' �� _ ---- -------------- j ! i ! .I�•� I SE j1/4 ! I I I RECORD-----------'-- ;---,-,� ---- I -� ,� yOBSON ; SECTI N 35 �.._.._.._.._._ I ,. � - Nqy I j I0 F SURVEY r - - - - - - - - - - - - - - - - - - - - - - j j_.._.._.._.._.._.._.._.._.._..-..-.._.._..._.._.._.._.._.._..-..-..-.._.._ �.. } j RS 6/13 S j I .I I I I I BEGIN ! i j I I! i SHEET 16 I----- ---------------- j PROJECT `° I_ I_—.—_ ! SHEET 51 I _-- _ ,-I-------------------..--__-==.�1--- SHEET I-10 1+= —' —' C/L IMP. ._,_ I i i I _._ __T.__.� _._ _.—.—.--I� !-- — - — - — - - — - — - — - — - — - — — -•-•-•-•-. -r- I - -- - _.. _ _.. _ _ _lel - - _ - ------- ...... _.._.._... _.._.._.._.._.to _ _ _ _ __ _ _ _ _ ---;,ER, LINE_ _-- - _._ _.__..— - -----•-s-- _ — — — — - —RIVIERA \ SHEET 18jK� I I —'—'-'----- SOUTH E i -- ---'—' RIVIERA I DRIVE I I I f — --- ER �- -;-- I ,SOOT CI�VE�j�•�,�'�;. - _��-'� ,�_,,,--•=1!'' �'� SW 1/4 I RECORD -,- - -_;� '. SHEET �i I , I� SECTION 36 0 OF SURVEY mj j �' , I I \ RS 91/14 � I � SW 1/4 ' W j ?j j � =- ------------ I SE 1/4 i SECTION 35 j I --� �,���y _� m! ;' r -` N I 3 4 PARCEL MAP Wj j j CALTRANS R J GAT OF' WAY I I .- SECTION �� I� MAP NO, 9 J 70103 �3r3 ___ _ _ _ _ �_ ABBREVIATIONS NO. 17764 J' j j I I j RECORD OF SURVEY -- I END ,i; o _ I �..,; BC =BEGIN CURVE I I PM 105/62 63 �i I j I I 1 1 �_� I j RS 34/36-37�- PROJECT / EC = END CURVE .., i I PI = POINT OF INTERSECTION w l l l l l RECORD OF SURVEY J j j j % AP = ANGLE POINT I Oi j I I / RR RAILROAD 0- 3 a p I I I I I �� = j RS 34/36-37 i I j I j I �� I % ]�® FD = FOUND ' 1 j T. 6 S. 1 V. 2 3 E. S. L. M. � 35 j/'ke, 36 / / IP =IRON PIPE (STEEL PIPE) I �35:� � j I DN =DOWN cc i 34 �� BOP = BEGINNING OF PROJECT I ------- I---------1G/----------------��—�---- I-------11—J-----------J-------------------�-- ly EOP =END OF PROJECT POC POINT ON LINE POC = POINT ON CURVE 1 PCC = POINT OF COMPOUND CURVITURE -------------- -- --L--------------- 2 1 1 1 PRC POINT OF REVERSE CURVITURE T. 7 S. R. 2 3 E. S. L. M O HVP =HORIZONTAL VERTICAL POINT m . j 3 1 2 CGPS = CALIFORNIA GPS CSRC = CALIFORNIA SPACIAL BENCH MARK I NOTES REFERENCE CENTER Coordinates and bearings are on CCS GRANTOR NOTES LEGEND STATE OF CALIFORNIA THE BENCH MARK USED FOR THIS SURVEY IS EHREN RM # 2. ELEVATIONS ARE BASED ON NAVD 88. ORTHOMETRIC HEIGHTS DETERMINED BY DIFFERENTIAL stationing are grid distances. INDEX SHEET 1983(2007.00) Zone 6 . Distances and 10 Areas shown exclude underlying ........ Access Prohibited BUSINESS TRANSPORTATION AND HOUSING AGENCY ' fee in the adjoining public way. LEVELING AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JUNE 1991. Divide by 0.999958030 to obtain Ac -acres � � Access Relinquished DEPARTMENT OF TRANSPORTATION ground distances. C ] Indicates Underlying Fee (UF) Area PROJECT ELEVATIONS WERE DERIVED BY DIFFERENTIAL LEVELS BASED ON THE MAP g (R) Indicates Radial Bearing BENCH MARK ELEVATION, 299.26 FEET, AS DEFINED BY REFERENCE TO NGS All distances are in feet unless [Y] Indicates Indeterminate OF g RIGHT OF WAY otherwise noted. Q2 TITLE CODES: DATA SHEET EHREN RM # 2, PID DW1288. oo 1 BASIS OF BEARINGS. A=Access Rights Only 0 Title to State / II _ 400') l `t 1 = M O N U M E N T A T I O N M A P ESTABLISHMENT NOTE: 0 Required by Others THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE E=Easement (Ease) CENTERLINE OF INTERSTATE 10 ESTABLISHED BY HOLDING MONUMENT NO. "©" AND "BLYT" "GMPK" "P51 " TCE=Temp Construction Ease SYSTEM CCS 83 ZONE 6 BASED LOCALLY ON STATION AND 1 EPOCH ■ Found CalTrans Conc. Mon. R W 0 0 0 2 5 3 -1 •• �� �� " " ' ' ' ' ' ' T=Other Temp Ease (see Remarks) MONUMENT N0. ❑7 FOR LINE. CENTERLINE OF EAST BOUND I-10 (ER LINE) ESTABLISH DATE 2007.00. THE COMBINATION FACTOR IS BASED ON CALCULATIONS MADE AT MONUMENT as noted. O=Other (see Remarks) o AT A 90 DEGREE ANGLE AND 30 FEET SOUTH OF MONUMENT NO. "©" AND AT A 90 DEGREE HVP 4, WHICH IS LOCATED 93.51' NE OF THE CENTERLINE OF HOBSON WAY AND N 52°23'07" E, 03 TYPE: A Found Caltrans Monument FOR PREVIOUS R/W INFORMATION SEE W ANGLE AND 30 FEET SOUTH OF MONUMENT NO. 7❑" PER DESCRIPTION ON BOTH MONUMENTS. 3,197.66' FROM THE SOUTHWEST CORNER OF SECTION 35, POINT NO. 3317, POINT NUMBER 4, GD=Grant deed as noted. MAPS 917010-34 THROUGH 917010-38 > CENTERLINE OF WEST BOUND I-10 ("EL" LINE) ESTABLISHED AT A 90 DEGREE ANGLE AND 30 HVP 4, USING COORDINATES: N = 2,169,474.549, E = 7,080,803.310, Z = 268.830'. ED=Easement deed Found Monument � FEET NORTH OF MONUMENT NO." 6 " AND AT A 90 DEGREE ANGLE AND 30 FEET NORTH OF OC=Ou tc a m ❑ ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DD -Director's deed O Linear Data N MONUMENT NO. "❑7 " PER COORDINATES SHOWN ON RIGHT OF WAY MAP NO. 917010-34 THROUGH DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR DE=Director's easement deed 917010-38. THEN ESTABLISHED THE BC OF THE "ER" LINE AND THE BC OF THE "EL" LINE BY OF 1.000041972. DK=Director's quitclaim deed OA Curve Data FEET 0 200 400 800 1200 W USING RECORD DISTANCE, PER CALTRANS RIGHT OF WAY MAP NO. 917010-34 THROUGH 917010-38. ALL RECORD DISTANCES ARE GROUND DISTANCES AS NOTED ON THE RECORD DOCUMENT UNLESS FOC=Final order of Condemnation 9 HE=Highway easement deed � Easement Info. (see list) �� �� �� �� THEN THE EASTERLY EXTENTIONS OF BOTH THE ER LINE AND THE EL LINE ESTABLISHED USING OTHERWISE NOTED. GRID DISTANCES CAN BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY REL-Relin uishment - q 0 Monuments Desc. (see 1 ist) TO DESIGN: 11/10/2011 EA(S):OR250 FA*: RECORD INFORMATION, PER CALTRANS RIGHT OF WAY MAP NO. 917010-34 THROUGH 917010-38. A COMBINATION FACTOR OF 0.999958030. VAC=vacation cc w ~ I I I I I JUA=Joint use agreement DISTRICT COUNTY ROUTE SHEET PM SHEET NO TOTAL SHEETS 3 p I I I I Iagreement THIS MAP SUPERSEDES PORTIONS OF RIGHT-OF-WAY MAP NUMBERS 91 7010- 35 THROUGH 917010-38. CCUA=Consent to common use 8 RIV 10 154.6/156.1 1 9 I= SEE ALSO R/W HARDCOPY BASEMAP NUMBER RW0001 72 FOR ADDITIONAL LAND SURVEY INFORMATION. VDIDocument or Instrument number COUNTY FILE No -210-092