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cr16_0166CORNER RECORD Document Number City of County of Riverside California Brief Legal Description A portion of the Se /4 of the Se /4 of Sec 19, T7S, R23E Corner — CORNERTYPE Government Corner ❑ Control ❑ Meander ❑ Property ❑✓ Rancho ❑ Other ❑ Date of Survey May 13, 2015 COORDINATES (Optional) N. E. Zone NAD27 ❑ NAD83 ❑ NAD83 Epoch P-1 Vert. Datum: NGVD29 ❑ NAVD88 ❑ Meas. Units: Metric ❑ Imperial ❑ Left as found ❑✓ Found and tagged ❑ Established ❑ Reestablished ❑✓ Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: see page 2 A description of the physical condition of the monument as found and as set or reset: see page 2 SURVEYOR'S STATEMENT This Corner R ord was prepared by me or under my direction in conformance with the Land Su ey ct n anuary 15, 2016 Signed RL.S or R.C.E. No. PLS 5306 COUNTY SURVEYOR'S STATEMENT This Corner Record as received and examined iled Signed P.L.S or R No. Title County Surveyor's Comment Borpels -1297 Page 1 of 2 N /.s -o9/y N o � s o NO. a' 5306 i�0 s)\ P w w _ N ff) � Qf 1 3 1 8 S.F.N. 20 th 1 4 18 N88'36'42'E 5398.44' (N88'36'32'E 5398.32) 1 7 27, 0. a 41 X658 v� 657 9 ) e , P (2 7' 19 20 ` I y (2740.35) / / SLIAVc'rvR'S NOTES: ! 1 i THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF SECTION 19, T.7 S., R.23 E, S.B.M., BEING N887622'E PER RECORD OF SURVEY 81/87, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 1. 0 INDICATES SET 1 I.P. W /PLASTIC PLUG STAMPED LS 5306, FLUSH OR AS NOTED, PER RS 81/87. 2• INDICATES SET GIN SPIKE W /WASHER, STAMPED LS 5306, FLUSH. 3. Z� INDICATES SET 318" REBAR W /PLASTIC PLUG STAMPED "CONTROL POINT ", FLUSH. a 4. INDICATES FD MON PER RS 81187 UNLESS OTHERWISE NOTED. N 5• ( ) INDICATES RECORD PER RS 81187. °• THE GROSS AREA OF THE PROPERTY 35.77 ACRES 7 • RCSTB INDICATES RIVERSIDE COUNTY SURVEY TIE BOOl W 8 • DATE OF SURVEY MAY 13, 2015. p � MONL IMEnIT (VOTES: o U FD. 2" X 2" HUB NO TAG, FLUSH, U FD. 1" IP W /PLUG, FLUSH, IN LIEU OF I PER RS 81 /87, FIT TIES PER PVID 1 -3/4" IP PER RS 81/87, ACCEPTED TIE SHEET 3S -lE, RCSTB 16/67, AS SOUTH 1/4 COR SEC 19 PER RS ACCEPTED AS NE CDR SEC 19. 81/87 N N O FD. 1 -3/4" IP, NO TAG, DN 0.5' 0) C PER RS 81/87. FIT TIES PER PVID © FD. 1 -3/4" IP, W/TAG, DN 1.0', TAG y TIE SHEET 4S -tE, RCSTB 16/168, ILLEGIBLE, ACCEPTED AS CTR SE 1/4, co ACCEPTED AS SE CDR SEC 19. PER SEC 19 PER RS 81/87. N N N N RS 81/87. to ® FD. 1" IP W /PLUG FLUSH, IN LIEU O FD. 1" IP W /PLUG, DN 0.1', IN LIEU �u IX OF 1 -3/4" IP, TAG ILLEGIBLE ACCEPTED �o OF 1 -3/4" IP PER H 81/87. FIT AS SW 'COR SE 1 J, N N TIES PER PVID TIE SHEEP 4S- 0, / /4, SE 1/4, SEC 19 ' 0 PLUG ILLEGIBLE, ACCEPTED AS SW PER RS 81/87. ® CDR SEC 19 PER RS 8 ® FD. 1" IP W /TAG, FLUSH, IN LIEU OF o FD. GIN SPIKE W/TAG DN 0.10' IN 1 -3/4" IP, TAG ILLEGIBLE, ACCEPTED N LIEU OF 1 -3/4 IP PER RS 81/87, AS INT. OF CENTERLINE "D" CANAL & p o ^ FIT TIES PER PVID TIE SHEET 3S -0, LOVEKIN BLVD. PER RS 81/87. TAG ILLEGIBLE ACCEPTED AS NW CDR S.F.N. SEC 19 PER RS 81/87, (2743.05) 2658.39' 2742.99' (2658.45) 1329.20' (1329.23) 1329.19' (1329.22) m z ^ N88'31 39 £ 5401.38' (N88'31.34'E 5401.50) ® S.F.N. S.F.N. S.F.N. Z LL uj ro SET NOTHING W 15.00' ro of o N 15.00' ^ ,1 J 2 0 o `CANAL PV ID „ $ W 2 M d Qi DET�A l N. T. S. rL9 1 Qi N S.F.N. 2 618. 22 6 rn 1 6 �6 g ^ ^ W ro N88'29'00'E 2658.15' (N88'28 58'E 2'658.24) 1 1 2 rlz cr �n AL 1329.08' (1 329.12) 1329.07' ^ 1329. 12) N v �6 716.95 ;,� 612.12' rn CU N `� v N�c11S�� SEE DETAIL'A" o ` ��� 9�� CANALID D c� r N j Z 00 of S.F.N. Y z j of N d SET 1 iP W /PLUG a L o LS 5306, FLUSH 2 M LQ 0 N J 9 N Z - th ro Z N L�� L 1 �� N i 1 " =600' (2745.76) ` N 24 19 2745.62 \ 1328.96' (1329.02) _ \ 42 I 1328.95' (1329.02) 0 3 9 5 ,Z Q 5 2657..91 ' /2658.04) 588'26 22 "W 5403.53' 7, (SF8'26 22 "W 5403.80) N M ! 22 AVENUE 2 � I � Page 2 of 2 RIV CO 15 -0914