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Home My WebLink About13995; ROS 13995; ROS 13995; 01-05PACIFIC OCEAN NOT TO ~SCALE OCEANSIDE CITY Of ENCINITAS VICINITY MAP O'DAY CONSULTANTS, INC. RECORD OF SURVEY MAP 13995 Of N MARCOS J.N. 89-1014 LEGEND CONT.: REC. 1 REC. 2 REC. 3 REC. 4 REC. 5 REC. 6 REC. 7 REC. 8 REC. 9 REC. 10 REC. 11 REC. 12 .INDICATES RECORD DATA PER ROS NO. 12462 .INDICATES RECORD DATA PER PM NO. 6331 .INDICATES RECORD DATA PER RS NO. 1534 .INDICATES RECORD DATA PER PM NO. 11284 .INDICATES RECORD DATA PER MAP NO. 12242 .INDICATES RECORD DATA PER ROS NO. 11737 .INDICATES RECORD DATA PER DOC. NO. 83960 REC'D. MAY 15, 1961, O.R. .INDICATES RECORD DATA PER MAP NO. 7492 .INDICATES RECORD DATA PER DOC. NO. 85-390632 REC'D. OCT. 21, 1985, O.R. .INDICATES RECORD DATA PER ROS NO. 13466 .INDICATES RECORD DATA PER DOC. NO. 88-463310 REC'D. SEPT. 15, 1988, O.R. .INDICATES RECORD DATA PER DOC. NO. 88-414913 REC'D. AUG. 22, 1988. SHEET 1 OF 5 SHEETS RECORD OF SURVEY: OF A PORTION OF LOT H OF RANCHO AGUA HEDIONDA IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1892. LEGEND: (!) INDICATES FOUND 2" IRON PIPE MARKED "R.C.E. 27214" PER ROS 12462. ■ INDICATES FOUND M-10 MONUMENT MARKED "L.S. 3997" PER ROS 13466. INDICATES FOUND 2" IRON PIPE MARKED "L.S. 4312" PER MAP 12242, UNLESS NOTED OTHERWISE. INDICATES FOUND M-10 MONUMENT MARKED "L.S. 4312" PER MAP 12242, UNLESS NOTED OTHERWISE. @ INDICATES SET 2" x 24" IRON PIPE MARKED "R.C.E. 27214" (SEE LEGEND CONTINUED AT LEFT) BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF THE CENTERLINE OF CAR COUNTRY DRIVE AS SHOWN ON MAP NO. 12242. I.E. BEARING NORTH 6T 30' 37" EAST SAID BEARING AND THE BEARINGS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM 27 ZONE 6. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. ENGINEER'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF THE CARLTAS COMPANY, IN APRIL OF 1992. COUNTY SURVEYOR'S STATEMENT: PATRICK N. O'DAY EXPIRES 3/31 /93 II/IPlf>- 27214 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS 24 tb DAY OF NoVE.MGE R. 1992. RECORDER'S STATEM FILE NO. 92-7b2. 7 98 GRANVILLE M. BOWMAN COUNTY SURVEYOR R.C.E. NO. 13681 BY:a4'/~ PHILIP J. GIURBINO, L.S. 4424 FILED THIS %I!± DAY OF tJOt}ErYJf!:,E;"/<.._ 1992, AT 2.:5 / f.M. IN THE BOOK RECORD OF SURVEY MAPS AT PAGE NO. / 3~!25 AT THE REQUEST OF PATRICK N. O'DAY. ' ANNITTE EVANS COUNTY RECORDER FEE: $ 1 1.00 pP I· 00 fl'lf APN 211-021-18, 19, 27-29, 211-010-25 CAL. COORD. INDEX: 346-1665 BY Dliif>~~ER FL) WECt Ma-v. Mro. '~S Je¢~ N. m. PER.Rec I FLJ. WEtt .-"1t:W'. PER .Rec. 4 PT"!)" ,r:p LIP ifk'/J.1.$-11/2" #0 RECPRP .. z"I.P.MKP- "I.S "'i,J"l'ER REC.'5 8,,,15 NtJT RJ ~ ,ICCEPTEP AS A ft?INT tW TllE ~Pa'EO /li'{ PT "E" SEE SIIRYEYOR'S NOTE ~R/6/IT /"IP f fJISK HJ'P. "RC€ 52'' PER /'EC. 'S tof 8 A/PT FP RECORD -,rp t /P #Kt). '~ 5 ~J/c " -NO RECOR/J H-IO MtJA/ Hi:'/) it.54.J/.?"PER REC 5 A/tJT r.t?. -~CCc.PTcO /15 /J PtJIAIT tJA/ 8. C. OF SEc l)ETAlt. "A·-- Tl-ll.5 .5/IEeT £JETAIL. Ff). PK NA/C At'CePTe~ A~ 6: ()(), tJrF 5cT .PcR REC~ //5 5'EE .fJETAIL ''8" 5',t/EET Alt?. 3 i SURVEY MAP NO. l 399.5 Fl) ROCi: W/111 /ltJtc IA/ COIVC. /'1/JAI W/t //J /?i2J. ''.,(Ice c'7cl¢'• ?ER RcC I FO. I 1/c"/P. W/TAC #/:'£}_ '"RCc ?7?1?" PeR RcC I ,11o•a3'.31·c /c:,;a tJtJ, (REC I• /f/()'t'J3'.3'tJ .. 6") (REC 7•AltJ"t)7'c'tJwe) 110. ao' (REC 7•A/O"tJ7ct5"E ro z .. 1.P. MKIJ.------ ''CtJR #tJ. IZ ~ tJT "6 • A.11.R. h PER Rec.;: 1,e r~ fl). z ·IP. M.KO. ''t.5 c..97(p" Pe.R .REC~ l(Z HEET 2 OF 5 SHEETS 5VRVEYOR5 NOTE: TIie BGfRIN6 OF TIie L !Ale 8ETJVEEII POINTS ",4 "AAIP "C" WIIS CIILCIJLIITEP BY /ltlLU#G RECfJRfJ ll#GLE PER REC G FROIY TIIE tJllc CREATttJ BY NOTEO FOtJNtJ MONVMEN/5 AT PdlAIT5 "A" AIIIJ "8." TIIE FA5TERL Y /JOIJII0.4RY LIiie r¥ MIIP NO. 749Z ,4/1£) TIie JIIESTERt. Y 8()(//,/[),4 RY Lltflc OF Miff' No'. /2242 IV.4S tJETCRMIA/EtJ BY #Ot.fJIN6 17/E RJU,,YP MdNIJME#T AT POINT "P"AS ,4 ;:t:7/#T tJF TIie PRO/Jt/CEO 801/IIO-/RY LINE AT TIIE Ct#TERLli/E OF CAJ/11011 ~f).40; ' Tf/E BWN/JIIRY LI/IE 80116 P4RAlt.EL TO ~ THE CENTERLINE t1F CI/R COtl#TRY ORIIIE .45 r--· 5/.10/JIN t1# JI/AP 12242. POINT"E"Jll,41S ~ CALCtlLPEO 6Y ,4 BEARING -6E-4RIM'J '\) INT&SECTTM' t?F TIIE 664RIA-6 /JETIVEci'I fflK)!; 'A ''ANfJ 't' "FROM POINT ':4 '' MIO TIIE 6EARIAl6 OF TIie 64~TERLY B(){JNIJA~Y LIAIE tJF MAP A/0. 7492 FROM PtJl#T "O." A/OT£: SE€ ~#eET 3 FtJK LJATA TABte, Q O'DAY CONSULTANTS, INC. J.N. 89-1014 fl). PK A/AIL-~---\ AC'Ce/'TcLJ A6 5. 00' \ tJFrscr PeR Rec~ 1/5 \ L1 • 5"5• Z 3 'OS" R •uCJO.a?' L = .57..9. _,_,, ('ReC I: d .. 55°i'O's"O" ~ r :Y7..!J.~I') (REC 9,, t:7,55•z1'tJZ" t =-57-'~~·) St'ACc -1 "r ZIXJ' RECORD OF SURVEY DATA TABLE NO. DELTA OR BEARING RADIUS N 89. 56' 29" w N 89. 56' 3ri' w N 89. 52' 32" w N 78. 28' 5 w N 7ff 28' 45 w N 78. 28' 4 w -33· 59' 49" 1000.00' -34· 00' 00" 1000.00' -33· 59' 56" 1000.00' -19· 30' 33" 1000.00' -19· 30' 45" 1000.00' -13' 48' 04" 2000.00' -13. 48' 19" 2000.00' -13" 47' 39 2000.00' Al 77°5Z J/ ''W ..9..9. Z8' (R6'C I: A/ 77°5tJ'c'l#W ..9.:J..98') FO f'K IV..4/L ?cR REC I I NO /aw'l7ri'C#Qa" _ QSEO FORt/Nc,03/'C/IST ore.c .. '<?o. 0- --;:.., ·- -p " G"".s::,.. . ~ .b,. c:, c,_ c--,, Al c'"tJB'~O "c 177. S.?' LENGTH 120.00' 120.00' 120.00' 767,01 I 766.94' 767.00' 593.36' 593.41' 593.39' 340.50' 340.56' 481.75' 481.89' 481.51' (Rec 1 = Al c"tJ.:rcc"c 177. 1<1') PAlON. fl). WctL /ft?NtlM'cA/T-- HKI). ''.RC€ /84(,0u rO. WctL HtJNo#c.vr Pc.R .Rec :s ~ 4 (/o -------#t'T,1//#6' rZJ. .SG"T Pc.e Lc6elVL'I ?I' AIRPORT ,R()AtJ OETAIL. "8" REMARKS REC. 1 REC. 7 REC. 1 REC. 5 . 6 CALC PER REC. REC. 6 REC. REC. 6 REC. 1 1 5 • , MAP NO . ---=-1 3_.;__9 ......;;;..__c;9 5--,---_ SHEET 3 OF 5 SHEETS DATA TABLE NO. DELTA OR BEARING RADIUS LENGTH REMARKS 1) N 77" 52' 31" W -99.28' - N 77" 50' 21'" W -99.98' REC. 1 2) lo= 55' 23' 05" 557.00' 538.42' - lo= 55· 20' 50" 557.00' 538.07' REC. 1 3) 1/\ = 90" 00' 03" 25.00' 39.27' - 1/\ = 90 · oo· 03" 25.00' 39.27' REC. 1 1/\ = 89" 59' 47" 25.00' 39.27' REC. 5 4) N 67" 30' 3T E -410.20' - N 67' 30' 37" E -410.18' REC. 1 N 67' 30' 37· E -410.14' REC. 5 5) ,/",.,. = 55. 23' 05" ~ 600.00' 579.99' - I\ = 55' 20' 50" 600.00' 579.61' REC. 1 (6) I\ = 80 • 01 I 11" 600.00' 837.96' - I\= 79. 59' 43" 600.00' 837.71' REC. 1 (7) I"-,.= 89. 59' 59" 336.00' 527.79' - I\= 89' 59' 58" 336.00' 527.78' REC. 1 8) I\= 89" 59' 59" 300.00' 471.24' - I\= 89. 59' 58" 300.00' 471.24' REC. 1 (9) N 22· 29' 22" W -61.38' - N 22'29' 21" W -61.40' REC. 1 N 22· 29' 2Z w -61.43' REC. 5 I ~ I\= 33·55• 23" 10.00' 5.92' - ( -) I\= 33· 55' 23" 107.50' 63.65' - ( ~ ) N 22· 29' 22" W -79.99' - N 22' 29' 21" W -79.98' REC. 1 N 22· 29' 22" W -80.00' REC. 5 ~~ N 22· 29' 22" W -338.88' - N 22· 29' 21" W -338.90' REC. 1 N 22· 29' 22" W -338.85' REC. 5 (1 ~ N 22· 29' 22" W -79.99' - N 22"29' 21" W -79.96' REC. 1 N 22· 29' 2T W -80.00' REC. 5 ~ 5) N 22· 29' 22" W -338.90' - N 22"29' 21" W -338.90' REC. 1 N 22· z~• 2Z w -338.85' t<l::C. -S ~& N 22· 29' 22" W -79.97' - N 22"29' 21" W -79.96' REC. 1 N 22· 29' 22" W -80.00' REC. 5 10 N 22 "29' 22" W -234.47' - N 22"29' 21" W -234.53' REC. 1 N 22· 29' 22" W -234.48' REC. 5 ~$ N 2· 08' 4CJ" E -248.31' - N 2'09' 22" E -248.29' REC. 1 N 2. 09' 37" E -248.31' CALC PER REC. 4 ~g I\ = 63. 41' 21" 264.00' 293.46' - I\ = 63 • 41 ' 0!' 264.00' 293.44' REC. 1. REC. 5 ~o N 41. 11' 59" E -99.91' - N 41. 11' 42" E -99.98' REC. 1 N 41" 11' 41" E -100.00' REC. 5 (71) I\ -79° 41' OR'· 336.00' 174.n~• - I\ = 29 • 40' 25• 336.00' 174.02' REC. 1 I\ = 29· 40' 24" 336.00' 174.01' REC. 5 Q2 N 1 1. 30' 51" E -73.96' - N 11·31• 17" E -73.96' REC. 1 N 11·31•17" E -74.00' REC. 5 Qj I\ = 90. 00' 12" 25.00' 39.27' - I\= 89. 59' 58" 25.00' 39.27' REC. 1 I\= 90° 00' Oct 25.00' 39.27' REC. 5 Q~ N 11' 30' 51• E -51.00' - N 11'31' 15" E 51.00' REC. 1 . - N 11"31' 17" E -51.00' REC. 5 Q5 N 0'04' 01" E -592.1 0' - N o· 03' 59" E -592.1 0' REC. 1 O'DAY CONSULTANTS, INC. J.N. 89-1014 RECORD OF ~--cA6cl1E/VT Ft:Je RtJAOWAY AA/t'Cc,Ve.RA'l t/17tl7Y Pt!RPO~ES ffR t'>OC NO. <!8·<7/'1..913 REC t? AOtf c??, IYtJ~ tJ.R. ' <-·2 ~- ~ec .s ~ ~~- Sec ac;?vt. 'c'' AT R/6NT " 4 .. ? < ... _, ~~..5'-"'c::'7 ~,, . 7/'_'J JV ez•cY'ez~w 33~ .90' (RcC S-: .3'.1& BS') ~6"C /: Al t?Z•?..Y'Zl•w) ""Wllllil=~-- SURVEY /1111"3()'5/"'E 5/t7()' ( Rec I • Al 11°31 ':5"/ "6" ) (REC 5"-·RcC IZ = Al//•.J/'/7'c) . MAP I SC.llt e,., I":: Z't'O' ~ (RcC 5: 603. 53') COOAI TR_V __ ______::,~----=(R.:--~-'-C-5-=-/t;,_t)_7 __ tJ-~-,----:)---~------=-~+--/).-~-1/V c -( Rec I -·Alzz·z-..,crw /d,(77. 01'} OETAll.. NO. 1399-5 SHEET 4 OF 5 LI= ~·M'/-'N R .. zo51. oo, .,, Rec 1z c.: ct?..!1. c-9' OATA TA/J Aid. d OR Bc/lR/A/6 ,At)l{J.5 <10) ,:1 =-.Jj•5.5·z3 .. /tJ.dO' I//) ,:1•.J3'35'Z3" 107.$()' ei) L1 = .90'00' IZ • e5.oo' L1 • 6..J'.5..9'5/J" t?5,00' L1 ~ ..9 (JO ('}()'CK) • c'6.00' SHEETS d = 15"1¢'/()" R = l'15/. tJO' t •JdS. 85' (Rec It' r &:/,5•/cf'P:r) v_~ ~8V67'}1 RcN.,9~£~ 5.~~, - ~J.~5' - 3~.c7' - J..9.Z7' .RcC I J~Z7' .ee-cs O'DAY CONSULTANTS, INC. J.N. 89-1014 fl). PK ----- NAil PER Rec 1 FL). tcAt:> r PVAICII ,AIIIRK Pe~RcC~I/¢ r~. WELL H~tfl. HKI). '~t'c /dt!~IJ w PE~ REC:S ~ '1 /10 RECORD OF IV ,A1-/0 MOAI. · MK/) "ts .3..9.97" Pc£ Rec 10 -CJ. 8.9 • soo7111vcsr ar .8.e. - tl5cLJ FM t'/#€' Al t?'t:J8'4tJ''E 177..73' (Rec 1 • N t!'0 t:J.:1'ci'"E /77. t-t') (CA~e. PcRReC ~: /(/,t?•t:J.:J'37c 17?.Z.!J) rV. Wctt. MON. __ ___., MKL>. ''lt'Cc /BB~O ,, ~ ~cc 10 -CJ.4s' EASTN"4e. -Cl~eLJ F"bRL/A/c [ PALOMA~ AIKPORT ROAt:> Pe.R R~ /531 ,Ff}. WEtt MOIII. ~.eLJ. -:Rec /t!JB~o., PER REC /0 -/.5CJ' A/()RT?IEA5T tJF c.C. osc~ rt>..e t/Alc OE7J1/L "O" scALc ;oJ 1 ": 11Ja' SURVEY MAP No. 13995 {~ ~\c "):;::. --. "'"b\-----~ ~-~ °I,)\ ~-al ~"E... C'\ __, ~~ ~ rt) l'"/,P. MKtJ. 'G'OR /Vt'. le ~~T "6 "A. 11.R. .. PER .R6"C ~ ~ c / 6' Ff). ,-Af-/0 WEtt /414-V IV. ? "/. P. MW ''L~ c.:Jl~ ·· PER .REC~ l(Z Mm. "L.S 3.9.97 "-03.!J' ~00171 Wc5T OF c. C. tJ.5cL) ro~ t11Ve Al~. ® LEA/6lll .Rcl'fll..«S c4~3/' .?'1!. ?.!J' £eC I 2''1#31' A:C4 (tALC- /v,.!J. 7v,' /70. 7&' .RECIO l/1.5.!>' /l).!J./8' £cc/() /~.9./1' t1 :4°Z0 ·oz., ezSlJ.00' 170.l.!J' REC /CJ N 8 7°-ff 58., W Al 8 7'5t) Sl"c Allr5tJ'57" W Al 67•¢.!J'.1/ "W /4187"4..!J'07" W N 87"5~·1a "W Al~.!J-41'33 "E S ¢'4.J'/5''W Al ~0 43'J.9"c N 6.9•</z 'Z8 "c Al 0°01' 3</"e AIO•tJ3'/B"'c N t)• /JI' /..9"c t?IO.9.70' .RcC .3 A'cC /0 87..!J.:J, d4.SZ' .ecc 11 RcC/0 8'1-5Z' ~EC I ~.J/3. oo· /7.J.8'1' Z.JI.J.00' /7(..!}(, I ~C'S /If I t'ALe Pc,t' .RcC 10 pjyj 633 J F{OS 51J5 L61/6QI RcHA£d /135:a:I' 1/3'1. "f!J' REC/I /131.55' Cllt.c.R~C /0 l/34. '1.9' ~6'CI 518 . .53' 516 . .!J.5' .Rec 11 .Rec 10 5/J.JJB' A'cCI ?.9. o,3. .?0.0Z' REC II jt).0/' RcC I O'DAY CONSULTANTS, INC. J.N. 89-1014