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cr19_0317CORNER RECORRD Agency Index CR 180320 Document Number 20l — 0 31 Z City of TEMECULA County of RIVERSIDE . California Brief Legal Description LOTS 25 & 26 OF BLOCK 19, OF MAP OF THE TOWN OF TEMEC 01 -12 CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander ® Property ❑ Rancho ❑ Other Date of Survey MARCH 27, 2018 N. Elevation MB 15/726 SDCO COORDINATES (Optional) E. Units ❑ Metric ® U.S. Survey Foot Horizontal Datum Zone 6 Vertical Datum Epoch Date ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: ® 8765 (d) ® 8771 ❑ 8773 ❑ Other: Corner/ Monument: ❑ Left as found ❑ Found and tagged ❑ ® Established Reestablished ❑ ❑ Rebuilt Referenced ❑ ❑ Pre -Construction Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description (s): LEGEND O INDICATES SET 3/4" x 18" PIPE WITH DISC STAMPED IS 9117" ❑ INDICATES SET LEAD & TACK IN CONCRETE WITH DISC STAMPED IS 9117" ■ INDICATES MONUMENT AS NOTED AQ FOUND 1" PIPE WITH DISC STAMPED IS 6359", NO RECORD, NOT HELD © FOUND 1" PIPE WITH PLASTIC CAP ILLEGIBLE, RS 80/63 SHOWS A 1 1/4" PIPE WITH DISC STAMPED "RCE 21914" QC FOUND 1" PIPE WITH DISC STAMPED IS 6359", NO RECORD, ACCEPTED AS 1" PIPE WITH TACK AS SHOWN ON CR 01/40 FOUND GIN SPIKE WITH WASHER STAMPED IS 5411" PER CR 17/40 QE FOUND PK NAIL, NO RECORD, ACCEPTED AS SHOWN AT INTERSECTION OF STREET CENTERLINE QF FOUND GIN SPIKE NTH WASHER STAMPED IS 5411" PER CR 17/41 GQ FOUND LEAD & DISC STAMPED "RCE 22428" PER CR 08-0026. HELD AS OFFSET TO CENTERLINE. SPL LAND SURVEYOR'S STATEMENT ���C �. WAk�sG,� This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on MAY 23, 2018 a L.S. 9117 °� Signed )W iA P.L.S. or R.C.E. No. LS 9117 qTF OF C A�1FO4; COUNTY SURVEYOR'S STATEMENT This Corner Record was received 0/8 �cNO.,ONL LA L. MC o SG � and examined and filedq4 Z 't Signed-,_P.L.S. eFRreT. No. 8 L.S. 8488 Title CO"u�`VQIdOY` JJ �' 9TE OF CA UF_0 County Surveyor's Comment BPELSG-2016 Page 1 of 2 T:\PROJECTS\18362 BARREL REPUBLIC TEMECULA\AUTOCAD CIVIL 3D\18362—BOUNDARY.DWG May 09, 2019 — 6:02pm umber 20t9 — 03/ 7 14 I L4 r.� L5 �►� 6 `4 16 G w A Y wl I ILU � p15 �t m 14 ca = I w ! I w �I ID f LU j y^ I I Zd I aI � �0 10 , W ti I l z of � I C, C� LINE DATA TABLE ! I ,� W C LINE BEARING DISTANCE N I L i� L1 N4428'48"E 30.00' I M o lI tt L2 N45'31'12"W 30.00' L3 N45'31'12"W 360.16' z z [N45'30'45"W] [360.21'] L4 N45'31'12"W 760.32' [N45'30'45"W] L5 N45'31'12'W 370.16' cbA [N45'30'45"W] [370.04'] 30' 130' L6 N00'27'12"E 0.53' L7 N45'31'31"W 360.01' 40' [N45'31.04"w] [359.98'] —60'— L8 N45'29'02'W 360.03 80' - [N45'29'02'W] [360.08'] F I f BASIS OF BEARINGS Agencv Index CR 180320 179'59'41" [179'59'41"] HELD RECORD ANGLE MERCEDES STREET SURVEYOR'S NOTE N45'31'31"W 730.01' [N45'31'04"W 729.96'] 0. 370.00' [369.98'] �-- N45'31'31"W 310.00' (310') " C W w oc f - N I II � I f 2 ~ l I 1 ao J I N45'29'02"W 300.06' (300') o D 370.08' [370.02'] N45'29'02"W 730.08' [N45'29'02"W 730.10'] BASIS OF BEARINGS E I I 90'00'33" [90'00'33'] HELD RECORD ANGLE THE BASIS OF BEARINGS FOR THIS CORNER RECORD IS THE CENTER LINE OF OLD TOWN FRONT STREET PER CR 01/40 I.E. N45'29'02"W. RECORD DATA TABLE ( ) DENOTES RECORD DATA PER MB 15/726 SDCO [ ] DENOTES RECORD DATA PER CR 01/40 SURVEYOR'S NOTE THE CENTERLINE OF MAIN STREET WAS ESTABLISHED BY HOLDING RECORD ANGLES PER CR 01/40 AT THE INTERSECTIONS WITH FRONT STREET AND MERCEDES STREET AS SHOWN HEREON. 80' 40' 0 80' SCALE V = 80' BPELSG-2016 Page 2 of 2 T:\PRUCTS\18362 BARREL REPUBLIC TETIECULA\AUTOCAD CWIL 3D\16362-B0UNDARY.DWG May 09, 2019 - 6:35pm 140.00'(140') 17 i 20' 16140.00'(140') 18CL 15 14 28 C N 1� 13 4� C7 W O rf 2- �• 12 43 g �� 21 1"' a N l , 10,11 rcq 22 10' ) I 23 10 C 9 v M N45'3017 "W 165.02 150.02' 24 c� 8 %- M V N o 1.40.02' (40') 2 ` 5002(50']-(50) o— �50.035 tz LU 1 40.02' (140') 26 ra o z 7 6 m m N.r z 150.02` 27 N4529'58"W 165.02' 28 5 � 1010' CD 29 4 r= 3 30 l0 N IR 2 J 31 I 140.04(140') 32 1 140.04' (140') W w oc f - N I II � I f 2 ~ l I 1 ao J I N45'29'02"W 300.06' (300') o D 370.08' [370.02'] N45'29'02"W 730.08' [N45'29'02"W 730.10'] BASIS OF BEARINGS E I I 90'00'33" [90'00'33'] HELD RECORD ANGLE THE BASIS OF BEARINGS FOR THIS CORNER RECORD IS THE CENTER LINE OF OLD TOWN FRONT STREET PER CR 01/40 I.E. N45'29'02"W. RECORD DATA TABLE ( ) DENOTES RECORD DATA PER MB 15/726 SDCO [ ] DENOTES RECORD DATA PER CR 01/40 SURVEYOR'S NOTE THE CENTERLINE OF MAIN STREET WAS ESTABLISHED BY HOLDING RECORD ANGLES PER CR 01/40 AT THE INTERSECTIONS WITH FRONT STREET AND MERCEDES STREET AS SHOWN HEREON. 80' 40' 0 80' SCALE V = 80' BPELSG-2016 Page 2 of 2 T:\PRUCTS\18362 BARREL REPUBLIC TETIECULA\AUTOCAD CWIL 3D\16362-B0UNDARY.DWG May 09, 2019 - 6:35pm