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HomeMy WebLinkAbout24712; ROS 24712; ROS 24712; 01NUM BEAR!NG L 1 l N81 "40' 49"E L2 i N82"02'18"E L3 N22'4 7'29"E L4 N22'47'29"E L5 N 2·55'51 "w L6 N22"47'29"E L7 N25°16'45"E LB N33"02'29"E L9 ~i 1"55'00"W L10 N 1 °42'01 "W L11 N 1 ·42'01 "w L12 N 1 '42'01"W L13 N 5"34'20"W L14 N s·ss•34"w L15 N10'14'46"W L16 N67'12'31"W L17 N 9'45'13"W L 18 N 9'45'13"W L19 N12'40'13"W L20 N 2'58'18"W L21 N 1"55'00"W L22 N 2"29'58"W L23 N 5·34•2o"w L24 N 6'55'34"W L25 N10'14'46"W L26 N22'47'29"E \ \ DISTANCE NUM 55.04' (L1) 48.00' (L2) 48.00' (L3) 9.75' (L4) 10.82' (L5) 9. 75' (L6) 48.00' (L 7) 9. 71' (LS) 11.31' (L9) 20.00' (L10) 48.00' (1 11) 9.41' (L 12) 9.77' (L13) 9.85' (L14) 9.72' (L15) 49.99' (L16) 7.06t lL17] 7.08' [L18] 7.11' [L 19] 5.67' (L20) 5.64' (L21) 5.60' (L22) 5.54' (L23) 5.55' (L24) 5.59' (L25) 9.75' (L26) 417 BEARING N82"00'00"E N82'00'00"E N22°42'52"E N22'42'52"E N 2·55'51"w N22"42'52"E N25"15' 32"E N 1"55'00"W N 1'49'00"W N 1'49'00"W N 1'49'00"W N ::,33'00"W N 6'54'00"W N1 0·14'oo"w N67'17'08"W N 9'45'00"W N 9·45'oo"w N12"40'00"W N 2"55'51"W N 1'55'00"W N 2"30'01"W N 5'33'00"W N 6'54'00"W N10"14'00"W N22"42'52"E VICINITY MAP NTS \ \ SPHERE SURVEYING AND MAPPING, INC. 603 SEAGAZE DRIVE #1086 OCEANSIDE, CA. 92054 (760)803-9107 JOB NO. 2022-046 DISTANCE NUM DELTA 54.92' C1 120·45'11" 48.00' C2 55·45'.33" 48.00' C.3 26'58'46" 9.75' C4 3"03'11" cs 2·44'41" 9.75' C6 3"01'07" 48.00' C7 2·01'14" 9.75' cs 3"11'08" C9 3'13'08" 20.00' 48.00' 9.75' 9.75' 9.75' 9.75' 50.00' ! 9.75' 9 7~' ., ::, 9.75' 9.75' 9.75' 9.75' 9.75' OLIVENHAI!~ RD 416 \ \ DIST. 101.16' 47.55' 22.60' 61.23' 55,04' 60.53' 32.73' 51.60' 52.14' RADIUS 48.00' 48.00' 48.00' 1149.00' 1149.00' 1149.00' 928.00' 928.00' 928.00' MAP 8363 415 NUM DELTA (C1) 120'42'52" (C2) 56'44'28" (C3) 27'04°32" (C4) 3"02'59" (C5) 2·44' 37" (C6) 3'01 '06" (C7) 2·00'55" (CS) ,3·11'05" (C9) 3'13'00" RANCHO SANT A FE ROAD RECORD OF SURVEY MAP N 2 DIST. RADIUS 101.13' 48.00' 47.54' 48.00' 22.68' 48.00' 61.16' 1149.00' 55.02' 1149.00' 60.53' 1149.00' 32.64' 928.00' 51.58' 928.00' 52.10' 928.00' 51 SURVEYOR'S NOTES: THIS RECORD OF SURVEY IS BEING FILED PURSUANT TO BUSINESS AND PROFESSIONS CODE 8762(b)(2) FOR A MATERIAL DISCREP.ANCY IN THE LOCATION OF OFFSET MONUMENTS SET PER MA.P 11 018, SEE NOTE BELOW. * DUE TO DISCREPANC:ES IN OFFSET MONUMENT DISTANCE OF POINTS ALONG RANCHO SANTA FE ROAD SET PER MAP 11018, THIS SURVEY HELD FOUND MONUMENTS SET PER MAP 8363 AT 52 7 00' OFFSET TO RIGHT-OF-WAY AND TANGEl~T CURVE FROM FOUND BC SET PER MAP 11018 TO ESTABLISH NORTHERLY RIGHT OF WAY OF RANCHO SANTA FE ROl\D, NO CERTIFICATE OF CORRECTION FOUND FOR MAP 11018, "') i ✓ I / 2. 96'(3.01 ') I I 53 \ \ \ \'i CO ( ,1' 1;::; / I~ n------------j P_ OINT _HOLDING L 1 ---u / 1 r RECORD RADIUS \ ~-L2 =-i-,, ESTABL-S<rn RADIL-S , ____ _;.~--/7' \ 75, / o TANGENT TO LINE L16 --). 9. I ---f\/ ------------ z N (.;7 co_ co , "' (,J lJl OJ co t.--1 lJl 1/1 N o:,_ ~ ..., z N ui lJl_ lJl -:i ~ -OJ m '.:; ~ co m 0 m_ ~ ESTABLISHED AT PROPORTION A TE DISTANCE MAP 11018 50 ,___;/ I I / C \ I ~ I ,tit I I (blT / ! '1~: / • <Du , - ~ ~ 22 z ui (.;7 (/J lJl Ul_C) 0 8, "'I o_ 49 :i "' to --~ lJl lJl (,J (,J :CV m ~-S2 '°· ~Cl (/J 2.66'(2.66') C7 I I \ I VIA PEPITA cs 48 -- 47 \ \ lJl ~ \ --- \ I \ \ SHEET 1 OF 1 SHEET RECORD OF SURVEY LOT 50 OF AMENDED MAP OF SANTA FE RIDGE UNIT 1, CARLSBAD TRACT NO. 83-16, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11018, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MORE PARTICULARLY DESCRIBED IN DEED RECORDED NOV. 22, 2022 AS DOCUMENT NO. 2022-0446152, O.R. LEGEND ■ .... FOUND LEAD & DISK STAMPED RCE 23956 PER MAP 11018. ~ .... FOUND LEAD & NAIL HOLE, DISK MISSING. ACCEPTED AS POINT SET PER MAP 11018, 9 .... FOUND 3/4" IRON PIPE WITH PLASTIC PLUG STAMPED RCE 23956 PER MAP 11018. A .... FOUND M-10 STREET WELL MONUMENT STAMPED RCE 23956, NO PUNCH MARK. NOT USED FOR THIS SURVEY. IXJ .... FOUND LEAD & DISK STAMPED RCE 9415 PER MAP 8363. ~., .. FOUND LEAD & NAIL HOLE, DISK MISSING. ACCEPTED AS POINT SET PER MAP 8363. □ .... SET LEAD & DISK STAMPED LS 9282 IN CONCRETE AT 9.75' OFFSET MEASURED RADIAL TO PROPERTY CORNER. 0 .... SET MAG NAIL AND BRASS WASHER STAMPED LS 9282 IN CONCRETE FENCE POST FOOTING. ® .... SEARCHED NOTHING FOUND. ( ) ... RECORD DATA PER MAP 11018. [ ] .... RECORD DATA PER MAP 8363. NTS .... NOT TO SCALE BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF LOT 50 OF MAP 11018, IE: Ni "55'00"W. SURVEYORS STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF BEN LELAND CONSTRUCTION IN DECEMBER, 2022. -~ ~ z.ltwa.:1 WILLIAM D. TUCK P.L.S. 9282 DATE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS ~ DAY OF ~,.,ut.'--f , 2023. ~;:-;:;;:::-...... RECORDER'S STATEMENT FILE NO. '"20"2.'3 -7000077 FILED THIS '2'!, el DAY OF f ~f)P,\JP\-~y , 2023, AT 'c,: S'O O'CLOCK j:_ .M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE _ _:-_-_-_-_-_-_-_-:_-_-_-_-__ , AT THE REQUEST OF WILLIAM D. TUCK. JORDAN Z. MARKS COUNTY RECORDER FEE $ 43.00 CALIF. COORD. INDEX 326-1689 (CCS 27) ASSESSORS PARCEL NO. 255-146-37-00