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Home My WebLink About17926; MS 97-06; CERTIFICATE OF CORRECTION - AVIARA UNIT 3; 02. RECORDING REQUESTED BY: City Clerk WHEN RECORDED MAIL TO: DOC 4 2000-05323'71 OFFICIAL RECORDS Sffl DIEM COUNTY RECORDER'S OFFICE FEES: 18.00 GREGOW J. SHITH, COUNTY KCYIRDER (' City of Carlsbad 44 1200 Carlsbad Village Drive Carlsbad, CA 92009 42' SPACE ABOVE THIS LINE FOR RECORDERS USE ASSESSORS PARCEL NO.5 215-600-23 throuah 215-600-50 PROJECT NO. 8 NAME: PARCEL MAP NO. 17926 CMS 97-06 CERTIFICATE OF CORRECTION (Pursuant to Chapter 3, Article 7, or Subdivision Map Act or Section 8770.5 of the Land Surveyor's Act or any amendments thereto.) NOTICE IS GIVEN THAT I, Jack W. Hill, L.S., hereby certify that M.S. 97-06, Parcel Map No. 17926 in the City of Carlsbad, County of San Diego, State of California, filed in the office of the County Recorder of said county, October 28, 1997, is in error and is corrected in accordance with Section 8770.5 of the Land Surveyors Act or Section 66469 of the Subdivision Map Act as or any amendment hereto: LIST OF CORRECTIONS t Set standard "10 survey monument with disc marked "L.S. 5669 on a 5.00 foot offset centerline angle point measures opposite Parcel 9, at the cul-de-sac of Sanderling in lieu of a standard "10 survey monument with disc marked "L.S. 5669 at the actual Court. Said angle point 20.00 feet on a bearing of South 12O45'44" West from the centerline radius point of the cul-de-sac of Sanderling Court. Said 5.00 foot offset measured along the centerline of Sanderling Court bearing North 77'14'16" West. 4 Due to non completion of street improvements, set a 2 x 24" iron pipe with disc marked "L.S. 5669 in lieu of a standard "10 survey monument with disc marked "L.S. 5669 at the centerline point of intersection on Sanderling Court which measures along the centerline of Sanderling Court 126.66 feet on a bearing of North 48"16'48" East from the intersection of Hummingbird Road. 4 on a 9.75 foot offset in lieu of a lead plug and brass disc stamped "L.S. 5669 set in Unless noted below, set a lead plug and brass disc stamped "L.S. 5669 on top of a curb sidewalk or curb on a 7.00 foot offset from the property line on the prolongation of the lot line or radial to point of curve. . Set a lead plug and brass disc stamped "L.S. 5669 on top of a curb on a 10.00 foot offset at the front corner common to Parcels 8 and 9. Said offset measured along the prolongation of the common lot line bearing North 6'09'15" East. Page 1 of 5 -4 ,, . CERTIFICATE OF CORRECTION . Set a lead plug and brass disc stamped “L.S. 5669 on top of curb on a 9.50 foot offset at the front corner common to Parcels 3 and 4. Said offset measured along the prolongation of the common lot line bearing South 55”3251” West. + Due to non completion of street improvements, set a 3/4” x 18 iron pipe with plug stamped “L.S. 5669 at actual front lot corners and points of curve in lieu of a lead plug and brass disc stamped “L.S. 5669” set at an offset in sidewalk or curb at following locations: At the easterly end of Curve@ in Lot 99 along the northerly right of way of Sanderling Court. Said Curve @ concave northerly, having a central angle of 80°0000, a radius of 20.00 feet and a length of 27.93 feet. . At both easterly and westerly ends of a curve in Lot 99 of Tract 85-35 concave southeasterly, having a central angle of 17°13’55”, a radius of 230.00 feet and a length of 69.17 feet. The westerly terminus of said curve measures 54.41 feet along the northerly right of way of Sanderling Court bearing North 48V7’07” East from the aforementioned Curve@. . At both the northerly and southerly right of way termini of Sanderling Court at the easterly line of the 150.00 foot San Diego Gas and Electric Company Easement in Tract 85-35 Map No. 1241 1. . At both easterly and westerly ends of a curve in Lot 100 of Tract 85-35 said curve concave southeasterly, measuring along the southerly right of way of Sanderling Court on a central angle of 17”13’55, a radius of 170.00 feet and a length of 51.13 feet. + Set a concrete nail with brass disc stamped “L.S. 5669 in the top of a pilaster in lieu of a 3/4” x 18 iron pipe with plastic cap stamped “L.S. 5669 at the following rear corners: . . . . . . . . . . . . At the back property corner common to Parcels 17, 18 and 22. At the back property corner common to Parcels 21 and 22. At the back property corner common to Parcels 18, 20 and 21. At the back property corner common to Parcels 19 and 20. At the back property corner common to Parcels 3 and 4. At the back property corner common to Parcels 2,4 and 5. At the back property corner common to Parcels 1, 2 and 6. At the back property corner common to Parcels 13 and 14. At the back property corner common to Parcels 12 and 13. At the back property corner common to Parcels 11 and 12. At the back property corner common to Parcels 10 and 11. At the back property corner common to Parcels 9 and 10. Page 2 of 5 P . CERTIFICATE OF CORRECTION . At the back property corner common to Parcels 8 and 9. . At the back property corner common to Parcels 7 and 8. . At the most southeasterly property corner in Parcel 7 which measures 115.50 feet on a bearing of South 89"04'38 East from the aforementioned back property corner common to Parcels 7 and 8. Page 3 of 5 - . CERTIFICATE OF CORRECl ION I further certify that the above certificate of Correction was prepared by or under the direction and control of the undersigned registered civil engineer or licensed surveyor. L.S. 5669 Y John W. Hill, Jr. “L.S. 5669 Exp. 9/30/03 m:woo.n’7~~in.a~04 dac I, City Engineer of the City of Carlsbad, State of California, certify that I have examined the foregoing Certificate of Correction and find that the only changes shown hereon are changed provided for by Section 66469 of the Subdivision Map Act 8770.5 of the Land Surveyors Act, or any amendments there to. By: &6 ,A=Z?W~ Date: ?/L</oQ “ LLOYD HUBBS, City Engineer City Engineer R.C.E. 23889 Exp. rM 6/30/0;7 EPUtY 4 RLE 33~59s Page 4 of 5