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HomeMy WebLinkAboutT22N_R2E_30-004CORNER RECORD Agency Index 722N', I'2. Document Number 30 �- City of Chico County of Butte , California Brief Legal Description Lots E53 -E59, EB5-EB7 of Book 209 of Maps, Page 45-49 CORNER TYPE Government Corner ® Control Meander Property N. Elevation COORDINATES (Optional) E. Units ® Metric 0 U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Date of Survey Zone Epoch Date February 15, 2026 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: Z 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found ❑ Established O Rebuilt ® Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): Used found monuments per Book 209 of Maps, Pages 45-49 to reset ten (10) corners destroyed by construction activities at their record location. See sheet 2 for graphical depiction of reset corners. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on February 19, 2026 Signed .�� P.L.S. or R.C.E. No. PLS 9684 COUNTY SURVEYOR'S STATEMENT This Corner Record was received �__ and examined and filed '/71Z49 Signed P ,6r R.C.E. No. J Title Ve[_ County Surveyor's Comment LAND S\ afr Z P.L.S. 9684 BPELSG-2016 Page 1of2 30-4- DOCUMENT NUMBER AGENCY INDEX R=200.00' L=39.29' R=200.Ou a=1315'25" _ C7DELIA WAY _ L=49.99' 1419'20" R=172.00' N07'53'500.00' N7.5351: W L=33.79' p=11'15'25" S3'21'34"W R=228.00' °N° 46.53' 50.66' L=46.97' N7'53'51"W 45.68' S7'53'51 "E A=11'48'16" w 7.79' w 0D f rn J a) N52'04'15"E J Q S50'36'33"E 0000 9.60' Q NO'43'52"E 86.00' 0 U m D d 0 O O 0 IL) NO'43'52"E 86.00' MN w NO'43'52"E 86.00' L w NO'43'52"E 86.00' 0 O 0) jc� W O N W 0 O O O O) r� W o I. ^^ V U 0 d' (0 0) 0 0 •O Wci w M NO'43'52"E 86.00' N52- 04'17"E 9.60' Cr) w W o 0 N 0) 00 00' Z 6 46.00' 0) w NO'43'52"E 86.00' 2 w NO'43'52"E 86.00' L) •o N W �750*36'33"W NO'43'52"E 86.00' 9.60' (0 00 L() w N 00 92.00' J m 0 O N 0) N N N 0 O N W 0 O 00 0 O N 0 O a If) I NO043 52 E 230.00' 00 _ _ THEA WAY LEGEND ❑ SET NAIL AND TAG IN CONCRETE STAMPED PLS 9684 FOR WITNESS CORNER 0.5' INTO PUBLIC GREEN E2 ON PROPERTY LINE EXTENSION OR 0.5' INTO SIDEWALK ALONG PROPERTY LINE EXTENSION. 1" = 40' • FOUND 3/4" IRON PIPE W/ CAP, STAMPED PLS 9684 PER 209 M 45-49 FOUND 1-1/2" BRASS DISC STAMPED PLS 9684 PER 209 M 45-49 • FOUND NAIL & TAG IN CONCRETE, STAMPED PLS 9684 AT WITNESS CORNER LOCATION PER 209 M 45-49 BPELSG-2016 PAGE 2 OF 2