Loading...
rs165_06350' 0 50' 100' 150 GRAPHIC SCALE: 1* = 50' I T I 358.15' 126.281 �126.18'j S. N. F C) co co 00 ESTABLISHED BY TIES PER I CJ CITY TIE SHEET CR1 20260 ESTABLISHED AT RECORD DISTANCE PER CITY OF RIVERSIDE FIELD BOOK 637/72-73, FINAL ALIGNMENT CD 8� T_ NO 6 �� 1E SEE DETAIL A C 1 18-96' [M&R] J19.00'� I lqt% '1 1. 9 6' FD. 3/4" IP OPEN DOWN 0.70) --------------- (D ACCEPTED AS NW COR. OF 10.84' PARCEL I PER RQ-, /RR TRACT BOUNDARY LINE OF CLARKS SUBDIVISION MB 07/44 DETAIL B "' c I N. T. S. 6 C) Q0 N35" 39' 09 )) W 0. 26' IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I RECORD OF SURVE)i BEING A PORTION OF LOT 29 OF CLARKS SUBDIVISION, AS SHOWN BY MAP ON FILE IN BOOK 7, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. LYING WITHIN SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 WEST, SBM VANLEN CONSULTANTS JULY 2024 FD. PK NAIL AND WASHER STAMPED RIVERSIDE CITY SURVEYOR" FLUSH FD. 4" BRASS DISK STAMPED "H7-A" DOWN 0.50' PER CR110903 IN CAPPED WELL, ACCEPTED AS CL INTERSECTION OF CRIDGE STREET AND VICTORIA AVENUE PER RS 98/34 231.87) 1 )$ — I ) -- S2 2 44 W 864.51 �864.55VICTORIA AVENUE 3;: rl CD CD co co z C) \— —SHOWN FOR REFERENCE ONLY RIW PER M.B. 7144 z � w© RIW PER M. B. 714 4 0 CENTERLINE OF SOMERSET DRIVE ESTABLISHED BY COMPASS RULE ADJUSTMENT PER CITY OF RIVERSIDE m FIELD BOOK 637172-73, FINAL ALIGNMENT 00 S28* 50' 15"W 284.90' [284.97)] 1284.971 60-, 7' 40 9 _00 1 8 243.92) [243.96'] (244.00') 110 [41.01'] 0- SOMERSET DRIVE NORTHWESTERLY CORNER LOT 26 PER M.B. 7144 00 129.33' J 1 29,37'1 S `�' �' kid 1/0) S30- 4 44"W 174.12' [174.16'1 FD. IP WITH N& ILL G. DOWN 0.40, I W 71-691 QUITCLAIM DEED DOC. NO. 2019-0064200 RECORDED 2/26/2019 ACCEPTED AS CL INTERSECTION OF UNlUb Q CD FD, 3/4 1) IP WITH N&T ILLEG. DOWN STREET AND SOMERSET DRIVE PER RS 98/34 0.50' NO REF. ACCEPTED AS 1' OFFSET FD. 2" IP WITH N&T STAMPED "LS 4343" CD 0 FD. 3/4" IP WITH N&T NW CORNER DOC. NO. 2019-0064220 T_ t) if DOWN 0.40' PER CRFB 637/72 ACCEPTED co STAMPED LS 4343 RIW PER M. B. 714 4 ON PL PROD AS CL BC SOMERSET DRIVE DOWN 1NO REF. ACCEPTED AS B.C. RIGHT OF WAY MON. C-D QD CIA CD co C114 CURVE RADIUS DEL TA LENGTH CK DETAIL A 86 N.T.S. rn cf) W CD 00 cy� Cl 36.93' (M&R 51 *28'52 " (51 "30') 33.18 33.20) C2 195.30' M&R 05 *05'11 17.34 C3 195,30' 24-53'15" 84.83' C4 --(Y&LRL 195.30 (M&R) 29*5826 ty 102.17' (102.24') C5 16 7.30 29 *58'26' & 8 7.52' �M&0 C6 6 7.93 �.9T � )p 51-28� �1 58.34' M&R r,j QUITCLAIM DEED V. CD C 1 CD 0 DOC. NO. co 2019-0064220 C'� RECORDED co CD 2/26/2019 16 �1 1 -C)Ln GRANT DEED 00 TRUSTEE'S DEED DOC. NO. 2008-0663798 z DOC. NO. RECORDED 1986-200411 RECORDED rl- 12/19/2008 8/20/1986 r- 25' (PARCEL 2) --74- (PARCEL 1) CD RIW PER M. B. 714 4 co z i FD- 1" IP WITH GINNIE FLUSH NO REF. ACCEPTED AS NE PROP, COP. ESTABLISHED BY INTERSECTION T STAMPED "PLS QQO S28* 50' 45"W 70.00' SEE DETAIL B SET 1 14 UL J 553.50' 70.00' 90.00' FD. 3/4" IP WITH N&T STAMPED "RE 862" DOWN 0.40' PER RS 37/68 ACCEPTED SE CORNER DOC. NO. 2019-0064220 FD. CONC. MON. WITH 3/4" IRON PIPE NO TAG DOWN 1.3 ) , NO REF. MONUMENT NOT ACCEPTED AS TRACT BOUNDARY CORNER. ESTABLISHED SAID CORNER BY RECORD DISTANCE OF 70' PER DOC. NO. 2008-0663798 & RS 37/68 FROM HELD MONUMENT TO THE NORTHEAST S28* 50' 45"W 738.50' (M&R) MR "7�ffw"w 11 THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 64410) OF TITLE 7 OF THE GOVERNMENT CODE THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). DAVID L. MCMILLAN, COUNTY SURVEYOR L. S. 8488 acx�s -ao�s yo3 OQZrL IN 1111 ��y SHEET 1 OF 1 SHEET RECORDER'S STA TEMEN i FILED THIS—N—DAY OF --Ma" 20—alS A IN BOOK j_&S OF RECORDS OF SURVEY, A T PAGE (03 , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. aw) oc�5- d0 75 Llo3 FEE PETER ALDANA, ASSESSOR — COUNTY CLERK —RECORDER 00, BY.- DEPUTY t000r SURI/EYOR'S S TA TEMEN T THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF JOSEPH POPPLER IN JULY, 2024. P�L LA NEAL J. VCPHERSON DATE c P/,, L. S. 8892 � 2P `�'� �� P.L.S. 8892 c COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF FEF2025. DAVID L. McMILLAN, COUNTY SURVEYOR L. S. 8488 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF CRIDGE STREET AS SHOWY ON RECORD OF SURVEY FILED IN BOOK 98, PAGE 34 OF MAPS, RECORDS OF RIVERSIDE COUNTY BEING NORTH 61" 05' 4011 WEST PURPOSE OF SURVEY THE PURPOSE OF THIS SUR VE Y IS TO L OCA TE THE BOUNDARY PER QUITCLAIM DEED DOC. NO. 2019-0064220 REC. 0212612019 AND TRUSTEES DEED DOC. NO. 1986-200411 REC. 0812011986 AND TO COMPLY WITH SECTION 8762(B)(5) OF THE PROFESSIONAL LAND SUR VE YORS A C T. SURVEYOR'S NOTES: 0 INDICATES FOUND MONUMENT AS NOTED. S.N.F. 0 INDICATES SET FLUSH I )I IRON PIPE W1 TH TAG ESTABLISHED BY RECORD DISTANCE FROM NORTHWESTERLY CORNER OF STAMPED PLS 8892 OR LEAD AND TAG PLS 8892 LOT 26 PER M.B. 7/44� O INDICATES RECORD INFORMATION PER M.B. 7144 [� INDICATES RECORD INFORMATION PER CRFB 637172-73 j � INDICATES RECORD INFORMATION PER RS 98I34 CRF9 CITY OF RIVERSIDE FIELD BOOK SNF SEARCHED NOTHING FOUND M&R MEASURED AND RECORD