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Home My WebLink About17744; CT 85-15; CERTIFICATE OF CORRECTION - PARK VIEW WEST; 03-11RECORDING REQUESTED BY: City Clerk WHEN RECORDED MAIL TO: City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, CA 92009 SPACE ABOVE THIS LINE FOR RECORDERS USE ASSESSORS PARCEL NO.'S 223-383-00 thru 223-383-80 223-382-00 thru 223-382-76 PROJECT NO. & NAME: CT 85-15 Park View West 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, John W. Hill, L.S., hereby certify that Tract M.S. 96-05, Parcel Map No. 17744 in the City of Carlsbad, County of San Diego, State of California, filed in the office of the County Recorder of said County, September 5, 1996, is in error and is corrected as follows in accordance with Section 66469 of the Subdivision Map Act or Section 8770.5 of the Land Surveyor's Act or any amendments thereto: LIST OF CORRECTIONS Set a lead plug and metal disc stamped "L.S. 5669 set in sidewalk or curb on a 4.75 foot offset from the property line on the prolongation of the lot line (at right angles to the side line of private streets) or radial to point of curve, in lieu of a 3/4" x 18 iron pipe at the true position, along all private streets. Excepting therefrom a 0.75 foot offset in lieu of the aforementioned 4.75 foot offset at the following locations: At the front corner common to Parcels 5 and 6. At the front corner common to Parcels 13 and 14. At the front corner common to Parcels 15 and 16. At the front corner common to Parcels 16 and 17. At the front corner common to Parcels 17 and 18. At the front corner common to Parcels 19 and 20. At the front corner common to Parcels 20 and 21. At the front corner common to Parcels 36 and 37. At the front corner common to Parcels 38 and 133 At the front corner common to Parcels 61 and 62. At the front corner common to Parcels 62 and 63. At the front corner common to Parcels 83 and 84. At the front corner common to Parcels 85 and 86. Page 1 of 8 P CERTIFICATE OF CORRECTION At the front corner common to Parcels 88 and 89. At the front corner common to Parcels 89 and 90. At the front corner common to Parcels 90 and 91. At the front corner common to Parcels 116 and 117. At the front corner common to Parcels 117 and 118. At both ends of a line starting in Parcel 6 and ending in Parcel 7 along the southerly terminus of private street Calle Lomas. Said line measures 26 feet, bearing North 66"50'00" West. At both ends of a curve in Parcel 7 along the sideline of private street Calle Lomas. Said curve concaved westerly, having a central angle of 5"04'05" a radius of 187 feet and a length of 16.54 feet. At both ends of a line starting in Parcel 14 and ending in parcel 134 along the southerly terminus of private street Corte Macido. Said line measures 26 feet, bearing North 72"07'10" West. At both ends of a line in Parcel 134 along the sideline of private street Corte Macido. Said line measures 9.26 feet, bearing North Oo"42'00" East. Detail 0 as shown on Sheet 3 of 12. At both ends of a line starting in Parcel 18 and ending in Parcel 19 along the westerly terminus of private street Corte Poco, Said line measures 26 feet, bearing North 6"-18" Io" East. At a point of curve in parcel 15. Said point lying distance thereon 24.88 feet, bearing South 83"41'50" East from the front corner common to Parcel 15 and 16. At a point of curve in Parcel 21, lying distance thereon 16.42 feet, bearing South 83"41'50" East from the front corner common to Parcel 20 and 21. At both ends of a line starting in Parcel 38 and ending in Parcel 37 along the northerly terminus of private street Calle Lomas. Said line measures 26 feet, bearing North 80"00'00" West. At a point of curve in Parcel 38 (on the sideline of private street Calle Lomas). Said point lying distance thereon 30.62 feet, bearing South IO"O0'00" West from the northwesterly corner of Parcel 38. At both ends of a curve starting in Parcel 37 and ending in Parcel 36 along the sideline of Calle Lomas. Said curve concave easterly. Having a central angle of 4"37'34", a radius of 51 3 feet and a length of 41.42 feet. At both ends of a line starting in Parcel 63 and ending in Parcel 64. Along the southerly terminus of private street Corte Promenade. Said line measures 26 feet, bearing North 61"19'30" West. At a point of curve in Parcel 64 along the sideline of private street Corte Promenade. Said point lying distance thereon 60.80 feet, bearing North 28"40'30" East from southeasterly corner of Parcel 64. At both ends of a line starting in Parcel 85 and ending in Parcel 84 along the westerly terminus of private street Corte Presido. Said line measures 26 feet, bearing North 23"04'04" East. At a point of curve in Parcel 83 along the sideline of private street Corte Presido. Said point lying distance thereon 41.94 feet, bearing South 6356'00" East from the front corner common to Parcels 83 and 84. Page 2 of 8 , CERTIFICATE OF CORRECTION At a point of curve in Parcel 86 along the sideline of private street Corte Presido. Said point lying distance thereon 39.93 feet, bearing South 63"50'00" East from the front corner common to Parcels 85 and 86. At both ends of a line starting in Parcel 88 and ending in Parcel 132 along the northerly terminus of private street Calle Mejor. Said line measures 26.00 feet, bearing North 69"13'00" West. At the northeasterly corner of Parcel 87 common with Parcel 132 and private street Calle Mejor. At the point of curve in Parcel 87 along the sideline of private street Calle Major. Said point lying distance thereon 99.63 feet, bearing South 20"47'00" West from the aforementioned northeasterly corner of Parcel 87. At both ends of a line starting in Parcel 116 and ending in Parcel 132 along the northeasterly terminus of private street Corte Promenade. Said line measures 26 feet, bearing North 33"30'00" West. Said point lying distance thereon 120.66 feet, bearing South 56"30'00" West from the most northerly angle point of Corte Promenade in common with Parcel 132. As shown on Page 8 of 12. At a point of curve in Parcel 118 along the sideline of private street Corte Promenade. Said point lying distance thereon 42.43 feet, bearing South 56"30'00" West from the front corner common with Parcels 117 and 118. + Set a lead plug and metal disc stamped "L.S. 5669 set in sidewalk or curb on a variable offset from the property line on the prolongation of the lot line (at right angles to the sideline of private streets) or radial to point of curve. In lieu of a 3/4" x 18" iron pipe at the true position, at the following locations: At a point of curve on the northwesterly sideline of private street Corte Promenade. At the front corner common to Parcels 12 and 13. Set at a 2.75 foot offset. At the point of reverse curve in Parcel 21 (along the sideline of private street Corte Poco). At said point a radial line bears North 71"06'49 West. Set at a 4.75 foot offset. At both ends of a curve (along the sideline of private street Corte Poco) starting in central angle of 51"01'50". a radius of 40 feet and a length of 35.63 feet. Set at a 3.75 Parcel 15 and ending in Parcel 134. Said curve being concave northeasterly having a foot offset. At the front corner common to Parcels 3 and 4. Set at a 4.50 foot offset. At the front corner common to Parcels 4 and 5. Set at a 2.45 foot offset. At the point of curve in Parcel 5. Said point lying distance thereon 30.63 feet, bearing North 23"10'00" East from the front corner common to Parcels 5 and 6. Set at a 1.45 foot offset. At the point of reverse curve in Parcel 7 (along the sideline of private street Calle Lomas). From said point a radial line bears North 9"53'54" East. Set at a 4.25 foot offset. At the front corner common to Parcels 22 and 137. Set at a 5.50 foot offset. At the front corner common to Parcels 22 and 23. Set at a 5.00 foot offset. At the point of reverse curve in Parcel 23 (along the sideline of private street Camino Cabrillo). From said point a radial line bears North 13"41'08 West. Set at a 3.50 foot offset. Page 3 of 8 - CERTIFICATE OF CORRECTION At the northwesterly point of reverse curve in Parcel 33 (along the sideline of private street Camino Cabrillo). Said curve being concave southwesterly having a delta of 9"34'24", a radius of 40 feet and a length of 6.68 feet. From said point. a radial line bears North 57"28'18" East. Set at a 5.25 foot offset. At the southeasterly point of reverse curve of the aforementioned curve in Parcel 33. From said point a radial line bears North 67"02'42" East. Set at a 5.00 foot offset. At a point of curve in Parcel 32. Said point lying distance thereon 33.54 feet, bearing North 21O53'35" East from the front corner common to Parcels 32 and 33. Set at a 4.50 foot offset. At the front corner common to Parcels 38 and 39. Set at a 2.75 foot offset. At a point of curve in Parcel 38. Said point lying distance thereon 10.96 feet, bearing North l"45'18" East from the front corner common to Parcels 38 and 39. Set at a 1.75 foot offset. At the front corner common to Parcels 60 and 61. Set at a 2.00 foot offset. At the northerly point of curve, along the sideline of private street Corte Promenade, starting in Parcel 61 and ending in Parcel 60. Said curve having a central angle of 26"49'30" a radius of 148.10 feet and a length of 69.34 feet. Set at a 4.00 foot offset. At a point of curve in Parcel 61. Said point lying distance thereon 10.50 feet, bearing North 28"40"30" East from the front corner common to Parcels 61 and 62. Set at a 0.50 foot offset. At a point of reverse curve in Parcel 64 (along the sideline of private street Corte Promenade). From said point a radial line bears North 35"07'17" East. Set at a 4.25 foot offset. At the front corner common to Parcels 86 and 87. Set at a 3.00 foot offset. At the front corner common to Parcels 83 and 146. Set at a 2.25 foot offset. At both ends of a curve in Parcel 87 (along the sideline of private street Corte Presido). Said curve having a central angle of 53"-36'14", a radius of 40 feet and a length of 37.42 feet. Set at a 4.25 foot offset. At the northerly point of reverse curve in Parcel 146 (along the sideline of private street Corte Presido). Said curve having a central angle of 40"55'48'. a radius of 40 feet and a length of 28.57 feet. From said point, a radial line bears North 8Y27'48" East. Set at a 4.25 foot offset. At the front corner common to Parcels 91 and 92. Set at a 2.75 foot offset. At the front corner common to Parcels 102 and 132. Set at the true position. At the front corner common to Parcels 11 8 and 143. An offset lying distance thereon 2.20 feet, bearing North 33"30'00" West from the said front corner. At the front corner common to Parcels 143 and 119. Set at a 5.00 foot offset. At the southerly end of a point of curve in Parcel 143. Said curve starting in Parcel 118 and ending in Parcel 143 at a point of reverse curve. Said curve having a central angle of 59"23'48", a radius of 15 feet and a length of 15.55 feet. Set at a 4.50 foot offset. At a point of reverse curve in Parcel 132 along the northerly and westerly sideline of private street Corte Promenade. From said point a radial line bears North 25"53'48" East. Set at a 4.00 foot offset. At the front corner common to Parcels 43 and 44. Set a 5.00 foot offset. At the front corner common to Parcels 54 ad 142. Set a 5.00 foot offset. Page 4 of 8 - CERTIFICATE OF CORRECTION t Set nail and brass disc stamped "L.S. 5669 on top of a block pilaster in lieu of a 314" x 18" iron pipe with plastic cap stamped "L.S. 5669 at the following locations: The rear corner common with Parcels 15, 16 and 134. The rear corner common with Parcels 16, 17 and 134. The rear corner common with Parcels 17, 18 and 132. The southeasterly corner of Parcel 15. Said corner lying distance thereon 50.02 feet, bearing South 82"OO'Oo" East from the rear corner common to Parcels 15 and 16. At the rear corner common to Parcels 82 and 132. At the rear corner common to Parcels 81,82 and 132. At the northwesterly corner of Parcel 82. Said point lying distance thereon 12.17 feet, bearing North 64"48'50" West from the aforementioned rear corner common to Parcels 81 and 82. t Set nail and brass disc stamped "L.S. 5669 in lieu of a 3/4" x 18" iron pipe and plastic cap stamped "L.S. 5669" on top of a block wall at both ends of the west line of Parcel 84. Said line measures 75.00 feet, bearing North 26"04'00" East. t Set nail and brass disc stamped "L.S. 5669 in lieu of a 3/4" x 18" iron pipe and plastic cap stamped "L.S. 5669 in concrete ditch at the following locations: At the rear corner common to Parcels 85,86 and 132. At both ends of the westerly line of Parcel 85. Said line measures 75.10 feet, bearing North 23"04'04" East. t Set lead plug and brass disc stamped "L.S. 5669 in lieu of a street survey monument with disc marked "L.S. 5669 at the point of intersection of a curve having a central angle 51"10'30, a radius of 100 feet and a length 89.32 feet in private street Corte Marin. Said point lying distance thereon 80.64 feet along a tangent bearing North 30°46'00" West from centerline intersection of private streets Corte Marin and Corte Promenade. t Set a 2" x 24" iron pipe with disc marked "L.S. 5669 in lieu of found 2" iron pipe with disc marked "L.S. 3189 per Map No.'s 11391 and 13324 at the angle point along the northerly tract boundary which measures 142.21 feet bearing South 38"49'21" West from the most northerly boundary corner in the centerline of La Costa Avenue. t Found street survey well monument marked "R.C.E. 28448 in lieu of found 2" iron pipe with disc marked "L.S. 3189 per Map No.'s 11391 and 13324 at the centerline of Camino de Los Coches at the northwesterly end of a curve concaved southwesterly, having a central angle of 7"36'17", a radius of 1000.00 feet and a length of 132.73. t Set a lead plug and metal disc stamped "L.S. 5669 on a 3.00 foot offset from the property line on the prolongation of the lot line at right angles or radial to the right-of-way along Rancho Santa Fe Road in lieu of a 3/4" x 18 iron pipe with plastic cap stamped "L.S. 5669" at the true position, at the following locations: At both points of curve in Parcel 18. Said curve having a central angle of 29"44'47", a radius of 25 feet and a length of 12.98. The point of curve having a radial bearing of North 75"09'17" East. Also being a point common with Parcel 134. At the northwesterly corner of Parcel 18. Said corner lying distance thereon 17.79 feet, bearing North 83"41'50" West from the front corner common with Parcels 18 and 19. At the northwesterly corner of Parcel 19 common with Parcel 22. At the back corner common with Parcels 22 and 23. At the back corner common with Parcels 23 and 24. Page 5 of 8 - CERTIFICATE OF CORRECTION At the back corner common with Parcels 24 and 25. At the back corner common with Parcels 25 and 26. At the back corner common with Parcels 26 and 27. At the back corner common with Parcels 27 and 28. At the back corner common with Parcels 28 and 140. At the back corner common with Parcels 140 and 74. At the back corner common with Parcels 74 and 75. At the back corner common with Parcels 75 and 76. At the back corner common with Parcels 76 and 77. At the back corner common with Parcels 77 and 78. At the back corner common with Parcels 78 and 79. At the back corner common with Parcels 79 and 80. At the back corner common with Parcels 80 and 81. with disc marked "L.S. 5669 per Map No. 13324 at the following locations: At the southeasterly boundary corner on the centerline of Camino de Los Coches Road. Said corner lying distance thereon 296.78 feet. Bearing South 67"29'49 East from a point of curve along the centerline of said road. At the southwesterly boundary corner on the centerline of Camino de Los Coches. Said corner lying distance thereon 239.09 feet, bearing North 75"06'06" West from a point of curve along the centerline of said road. + Set a street survey monument with disc marked "L.S. 5669 in lieu of a 2 x 24" iron pipe + Set a lead plug and brass disc stamped "L.S. 5669 at an offset in lieu of a 2" x 24" iron pipe with disc stamped "L.S. 5669 at the termini of both ends of a line on the westerly boundary also being the easterly right-of-way of Rancho Santa Re Road. Said line measures 237.56 feet on a bearing of North 14"54'04" East. Said offsets measure 3.00 feet on a bearing of North 75"05'56" West from the actual termini. CERTIFICATE OF ENGINEER OR SURVEYOR I certify that the following are the names of all the present fee owners of real property affected by such corrections: NO. Moore, Erik S 8 Michele 223-383-13-00 19 Kelly, Sheila D 223-383-12-00 18 Lam, Hon W & Chia H W 223-383-14-00 17 Watts, Lynnetta M 223-383-1 1-00 16 Bull, Randy J & Shirley C 223-383-15-00 15 223-383-10-00 14 OWNER APN 20 223-383-77-00 On The Park Maintenance Cnm I ".* 21 223-383-73-00 On The Park Maintenance Cnm I On The Park Maintenance ".r 22 Cnrn 223-383-80-00 I I ". 23 I 223-383-75-00 I On The Park Maintenance Page 6 of 8 - . CERTIFICATE OF CORRECTION NO. APN OWNER 72 223-383-68-00 Yee. Robert & Margaret 73 223-383-06-00 Ertwine, Carl H. & Carol 74 223-383-01-00 Stojanovic, Robert & Sandra 75 223-383-07-00 Shah, Sunil P. & Trusha 76 223-383-02-00 Turmer, Steven 77 223-383-70-00 On The Park Maintenance P.." 78 223-383-03-00 Mak, Kwok K. & Chan Mei 79 223-383-05-00 Minkoff. Martin C. & Betsy 80 223-383-04-00 Forcier, Michael & Suzanne On The Park Maintenance ""I 1J 81 223-382-66-00 r.nm I I ".r 82 223-382-76-00 On The Park Maintenance r~nrn ""I r 83 223-382-65-00 Cor On The Park Maintenance On The Park Maintenance 84 223-382-75-00 rnrn Page 7 of 8 1 CERTIFICATE OF CORRECTION NO. On The Park Maintenance 223-382-64-00 121 Fulston. Steven &Jennifer 223-382-23-00 120 OWNER APN n~ ~~ I 1 Lorp 122 223-382-73-00 1 On The Park Maintenance - I I Gorp 123 I 223-382-22-00 I Moraes, Craig D. & Kelli I 124 I 223-382-68-00 I Greystone Homes, Inc. NO. OWNER APN 139 Cor 223-382-72-00 On The Park Maintenance 140 223-382-51-00 Cheng, Jie-Fei & Xiao-Hong 223-382-54-00 141 Hama, Milo J. &Susan C. 142 223~382-50-00 Bohrer, George & Margaret I 131 I 223-382-18-00 I Renkly, Sean 154 223-382-44-00 I Orth, Nanci L. 155 223-382-43-00 I Alaimo, John C. Jr. & Sara 156 223-382-42-00 I Blanchett. Daniel J. ". 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 land surveyor. John W. Hill, Jr. L.S. 5669 Hunsaker & Associates San Diego, Inc. m:\1m4wIzu)~lnPYol.d~ 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. LLOYD HUBBS, City Engineer [or1 t?o&€flT J. WoJC/&-. U~Pu7~emPf~Ld. RCE 23889, Exp. 12/31/01 (Print nariie, title) Page 8 of 8