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HomeMy WebLinkAboutT22N_R3E_27-006CORNER RECORD City of Paradise Brief Legal Description County of Parcel 2 CORNERTYPE ❑ Government Comer ❑ Control ❑ Meander ® Property ❑ Rancho ❑ Other Date of Survey June 27, 2019 Agencyindex 71zm.f P'se. Document Number 27-6 Butte , California 117-PM-94 & 95 N. Elevation COORDINATES (Optional) E. Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ® 8765(d) 118771 ❑ 8773 ❑ Other: Corner/ Left as found Established ❑ Rebuilt ❑ Pre -Construction Monument: Found and tagged ® Reestablished Referenced ❑Past-ConstructiorY Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q See sheet #2 for description(s): This Corner Record is being filed to reset missing corner monuments with a 5/8" rebar with aluminum cap marked L.S. 8218. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professir�I Land Surveyors' Acton 11-t?i-M Signed V jt� J hWA"-- P.L.S. or R.C.E. No. P.L.S. 8218 COUNTY SURVEYOR'S STATEMENT This Corner Record was received-De-c.g M 10er 3 12a 19 and examined and filed �/qJ/�r D / 1 - Signed P.L.S. or R.C.E. No. Title �21 �1V122 uZ2 County Surveyor's Comment FL v WtLLIAM H. 9 eRIDGMELL � MO. BPELSG-2016 Page 1 o!2 Z7-6 FILBERT COURT ` \ S4V 17 330W 20' ACCESS 4 PUBLIC 50'00' UTILITY EASEMENT / N51' 59''�4Y, -11 — — 585—r—. 130E ` S3. 29'/'43"w 433.72' — — — 46.�y N75' 31' 050E __ L-54.02', R-30.00' 50.73' S89' 27 380E N78' 19' 218 i I A-103. 10. 040 '� \ 49.31' PARCEL I In-PM-95 ' _ ///� 055-120-101-000 I N80' 1$'�39'E-'� ��V� NOT A PART L-54.44% R-30.00' ` 2y 82� 7NS80 _S5' 47 34'W A 103' 5W 19' `�___ am! 61.81' 00' 400E 56.30' ' ST 14' 210E / N67 05' 170E 35 41, 82.54' / 85' 38' S40W HELD PARCEL 2 WI-PM-95 IQ N • 67.07 ` 055-120-102-000 •0 / ry Z% a / •I PARCEL 2 86-PM-19 $� 055-120-086-000 '\ NOT A PART LEGEND O SET 5/8" REBAR MARKED L.S. 8218 �/rye HELD---- \ / / / A\�S44' 22' 24'W 50.00' WITH ALUM. CAP FOUND 3/4" IRON PIPE LS 3634 PER (RI) FOUND 3/4" OPEN IRON PIPE IN LIEU OF 3/4" IRON PIPE LS 3634 PER (RI) O FOUND REBAR IN LIEU OF 3/4" IRON PIPE LS 3346 PER (121) FOUND 3/4" OPEN IRON PIPE IN LIEU OF 3/4" IRON PIPE L5 2780 • POINT DETERMINED ONLY (RI) RECORD DATA PER 17-PM-1,2 FOUND 3/4" IRON PIPE LS 3346 BSL BUILDING SET BACK LINE PER (RI) NOTES FOUND 3/4" OPEN IRON PIPE IN LIEU ALL BEARINGS 4 DISTANCES OF 3/4" IRON PIPE LS 3346 PER (RI) SHOWN ARE PER 117-PM-94,95 DRON BY. JM SCORNER RECORD Robertson Erickson DATE, 1-1-p ©e Civil Engineers and Surveyors SCALE- . IN. BOi 888 Manzanita Court, Suite 101 AMANDA ,SHERMAN Chico, CA 95926 530-894-3500 894-8955 fax