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Home My WebLink About22492; ROS 22492; ROS 22492; 01-02-0·34• 43.870" ~ EPOCH:1991.35 ~ AT STATION CLSB-110 ~ PER ROS 17271 §_ ELEV=71.96' NGVD29 I. VICINITY IIAP G0LO COAST SURVEYING, INC. JN: 201542. 01 NO SCALE I SCALE: 1 n = 200' ---0 50 100 200 JOO 400 THE DISTANCES SHOWN HEREON ARE GRID DISTANCES GRID DISTANCES = GROUND DISTANCES MULTIPLJED BY CF. CF=0.999961030 CCS83 TIES RECORD OF SURVEY NO. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS Tl£ CALIFORNIA COORDINATE SYSTEII 83, ZONE 6, HAD 83, EPOCH 1991. 35 AS DETERlrlINED LOCALLY BY TT£ LINE ££TWEEN CITY OF CARLSBAD SURITT CONTROL NETTIORK, FIRST ORDER STATIONS CLSB-110 AMJ CLSB-126 AS SHOWN ON RECORD OF SURVEY NO. 17271. I.£. N 68'02'46" W. SAID BEARINGS AMJ TT£ BEARINGS SHOWN HERON ARE IN TERIIS OF Tl£ CALIFORNIA COORDINATE SYSTEM 83, ZONE 6. QUOTED BEARINGS FROII REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERIIS OF SAID SYSTEJI. MONUIENT LEGEIIJ @ FD. CITY OF CARLSBAD SURVEY CONTROL lilONI.HIENT CLSB-126, 2" PIPE & DISK STAMPED "CLSB-126 LS6215" PER R6 N. 2001290. 642 £ 6238638. 005 B FD. CITY OF CARLSBAD SURVE:Y CONTROL AIONUl,£NT CLSB-110, STREET SURVE:Y IIONUtriENT STAAIPED •CLSB-10 LS6215" PER R6 N. 2000430. 401 £ 6238770. 130 C FD. STREET SURVEY MONIAENT STAMPED "S. 0. CO. ENGR. DEPT.• PER R7, (N 49' 11' 14" r, 0. 03' PER R5), HELD FOR BEGINNING OF CURVE D FD. STREET SURVE:Y MOMJIENT STAMPED "S. D. CO. ENGR. DEPT. • PER R7, (S 87' 47' 10" W. 0. 76' PER R5), HELD FOR ENDING OF CURVE E FD. STREET SURVEY ltlONUAIENT STAMPED •s. D. CO. ENGR. DEPT. • PER R7, {S 87' 47' to• W. 1. 52' PER R5), HELD FOR BEGINNING OF CURVE F FD. 3/4" PIPE WITH CONCRETE PLUG & NAIL, ACCEPTED AS {3/4" PIPE & DISC STAIIPED "LS 3065" PER R4), HELD FOR ENDING OF CURVE G FD. 2• PIPE & DISC STAMPED "RCE 11302" PER R3 H FD. 3/4" PIPE & DISC STAIIPED "LS 3065" PER R3, NOT ACCEPTED, LEANING N 41' DO' 10•r, 0. 52' FCP I FD. 3/4" PIPE WITH CONCRETE PLUG d NAIL, ACCEPTED AS (3/4" PIPE & DISC STAAIPED "LS 3065" PER R4) J FD. 1/Z" SQUARE PIN PER R1, HELD FOR LIN£ K FD. 1/Z" SQUARE PIN PER R, N 14" 12' 12" E. 0. 25' FROM LINE . L FD. 1/Z" SQUARE PIN PER RJ, N 14" 12' 12" E, 0. 66' FROII LINE M FD. 2" PIPE & DISC STAIIPED "LS 3065" PER R1 N FD. 1/Z" REBAR, NO CAP, NO RECORD, S 82° 30' 5o•E 0. 07' FCP 0 FD. t/2• SQUARE PIN PER RI, HELD FOR LINE, S 23' 06' DO" E 0. 12' FCP P FD. 1;z• SQUARE PIN PER R1, S 24' 37' 09"f', O. 29' FROII LINE Q FD. 1/Z• Rf.DAR, NO CAP, NO RECORD R FD. 1/Z" SQUARE PIN PER R1, S 24' 37' 09"f', 0. 09' FROM Llf£ S FD. 2" PIPE & DISC STMIPED "LS 3065" PER R1, S 24° 37' 09"E, 0. 12' FROII LI/£ T FD. 3/4" PIPE & DISC STAIIPED •RCE 9416• PER R2, S 24' 37' 09"E, 0. 13' FROM LINE U FD. 3/4" PIPE a DISC STAJl'ED "RCE 9416" PER R2, S 24" 37' 09"£. 0. 14' FROM Lit£ V FD. 3/4" PIPE I DISC STAJl'£D "RCE 9416", PER R2, ON LI/£ 11 FD. 3/4" PIPE & DISC STAJl'ED "RCE 9416", PER R2, S 24' 37' 09"E, 0. 10' FROM LI/£ X FD. 3/4" PIPE & DISC STAJl'ED "RCE 11302" PER RB, ACCEPTED AS (2" PIPE I DISC •RCE 11302" PER R3) Y FD. 1/Z" SQUARE PIN PER R1, HELD FOR LINE, N 23"06'00"W, 0.17' FCP Z FD. 1/Z" SQUARE PIN PER R1, NOT ACCEPTED, S 34' 12' 30• E 1. 25' FCP SHEEI' 1 OF 2 SHEEI' RECORD OF SURVEY OF PARCEL 1, A PORTION OF PARCa 2 ANO A PORTION OF PARCEL 3 OF PARCa UAP NO. q451, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 31, 197q, TOGETHER WITH LOT 13 OF CARLSBAD TRACT 71-5, ACCORDING TO IIAP THEREOF NO. 7292, 1FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, UAY 31, 1972, TOGETHE~ WITH THAT PORTION OF LOTS I AND E OF RANCHO AGUA HEDIONDA, ACCORDING TO IIAP THERE OF INO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16,, 1986, LYING WITHIN EL CAIIINO REAL (COUNTY ROAD SURVEY NO. 682) AS VACATED AND ABANDON~ BY RESOLUTION RECORDED DECEMBER 21, 1976 AS FILE;f'AGE NO. 76-428052 OF OFFICIAL RECORDS, ALL IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BEING DESCRIBED IN: QUITCLAIM DEED REC. 10/15/2013 AS DOC. NO. 2013--0619819 0. R. QUITCLAIIJ DEED REC. 03/25/2015 AS DOC. NO. 2015-0140245 0. R. QUITCLIIIU DEED TO A REVOCABLE TRUST REC. 11/09/2015 AS DOC. NO. 2015-0582659 0. R. LEG£MJ 0 SET 2" X 24" PIPE AND DISC STAMPED "LS 3654" UM.ESS NOTED OTHERWISE A FOUND (FD.) STREET SURVEY MONUMENT STAMPED "LS 3605" PER R1 OR AS NOTED ■ FOUND SQUARE PIN AS NOTED e FOUND MONUMENT AS NOTED SNF SEARCHED NOTHING FOUND FCP FROM CALCULATED POSITION ( .• ) RECORD DATA RECORD REFER£NC£ R1 IIAP NO. 7292 R2 UAP NO. 8033 R3 MAP NO. 10558 R4 PARCa UAP NO. 3451 R5 RECORD OF SURVEY NO. 17111 R6 RECORD OF SURVEY NO. 17271 R7 ROAD SURVEY NO. 1800-1 RB CERTIFICATE OF COMPLIANCE REC. 09/22/1982 AS DOC. NO. 82-293200 OF 0. R. R9 QUITCLAIM DEED REC. 03/25/2015 AS DOC. NO. 2015-0140245 0. R. AND DESCRIBED IN CERTIFICATE OF COMPLIANCE REC. 05/30/2013 AS DOC. NO. 2013-0338927 OF 0. R. R10 QUITCLAIM DEED REC. 10/15/2013 AS DOC. NO. 2013-0619819 0. R. AND DESCRIBED IN CERTIFICATE OF COMPLIANCE REC. 05/30/2013 AS DOC. NO. 2013-0338926 OF 0. R. SURVEYOR'S STA TEI/ENT THIS MAP CORRECTLY REPRESENTS A SURVEY #JADE BY IIE OR UNDER IIY DIRECTION IN CONFORMANCE W:TH THE REQUIREMENTS OF THE PROFESSIO~AL LAND SURVEYOR'S ACT AT THE REQUEST OF JASON HAN FROJI APRIL THRO/JGH JULY OF 2016. c.n. w~ 10/11/'20/(o CHARLES N. WILLESS, PLS 3465 r DATE COIMTY SURVEYOR• S STA TEll£NT THIS UAP HAS BEEN EXAJl!NED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSION. LAND SURVE:YOR'S ACT THIS J.1..!!'DAY OF (}ar.>BFfl 2016. TODD • THOMAS, PLS 7131 FOR Tl£ COUNTY SURVEYOR RECORDER'S STA TEJENT FILE NO. &o l (e, -7oco 1-lS y FILED THis~I'tAY OF OC1bJ3~ 2016 ATiS:\'lo·cLOCI(, .f... II., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE ___ _ AT Tl£ REQUEST OF CHARLES N. WILL£SS FEE: 112. 00 ERNEST J. . , COUNTY RECORDER APN: 207-101-35 & 37, 207-290-10.-· CALIF. COORD. INDEX: 358-1671 (CC$27) SCALE: 1"=10' SURVEYORS NOTE: IIONUMENTS C, D AND E SET PER ROAD SURVEY NO. 1800-1 (R7) WERE ACCEPTED, IN PLACE, AS DEFINING THE LOCATION OF ROAD SURVEY NO. 1800-1 (R7). RECORD OF SURVEY NO. 17111 (R5) CHOSE TO FORCE TANGENT ON THOSE IIONUIIENTS, CALLING FALLINGS TO THEIi OF 0. 02', 0. 76' AND 1. 52'. CERTIFICATE OF COMPLIANCE (R9) WAS PREPARED BY THE SAME FIRM THAT PREPARED RECORD OF SURVEY 17111 (R5). THE CERTIFICATE OF COMPLIANCE (R9) SHOWS THE TANGENT PORTION OF THE CENTERLINE OF ROAD SURVEY NO. 1800-1 (R7) OF EL CAMINO REAL, EAST OF THE 1600 FOOT RADIUS CURVE TO BE PARALLEL WITH THE SOUTH SIDE OF EL CAMINO REAL AND 63 FEET NORTH. THIS SURVEY AND PARCEL MAP NO. 3451 (R4) SHOWS THE MONUMENTED CENTERLINE OF ROAD SURVEY NO. 1800-1 (R7) OF EL CAMINO REAL AND THE MONUlilENTED SIDE OF EL CAMINO REAL, ARE NOT PARALLEL AND HAVE A VARIABLE WIDTH •• THE QUITCLAIM DEED REC. 03/25/2015 AS DOC. NO. 2015--()140245 0. R (R9) CALLS OUT FOR THE SOUTH RIGHT OF WAY TO BE ALONG A 1673 FOOT RADIUS CURVE BEING SOUTHERL y AND CONCEN' TRIC WITH THE CENTERLINE OF ROAD I SURVEY NO. 1800-1 (R7) TO A POINT ON THE NORTHERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 3451 (R4). HENCE HOLDING THESE SENIOR CALLS AND THE FOUND MONU/JENTS TO ESTABLISH THE SOUTH SIDE OF EL CAMINO REAL MAKES THE COURSES VARY FROM THE QUITCLAIM DEED REC. I 03/25/2015 AS DOC. NO. 2015--()140245 0. R (R9) BY APPROXIIJATELY 7 FEET. ON£ LENGTH BEING -:J:7 FEET LONG AND THE OTHER BEING :J:7 FEET SHORT. I ~ COLO COAST SURVEY/NC, INC. JN: 201542. 01 I ::: I Co °'½ I ~I I I I LOT 8 I I I DETAIL 'A' (N 76'18~,e- N 75"4:r-1e•: .J61.02• Rt' ..,.......... 361.6.J' ,, PAR. II A II R9 PAR. II B II RECORD OF SURVEY NO. R 1 0 LDT 1 8 LOT 67 H 87'50'47" E JJ:Z.99', (N an7'J7" E moo HELD DIST. R9) SCALE: 1" = 1 oo' ---0 50 100 200 JOO 400 THE DISTANCES SHOWN HEREON ARE GRID DISTANCES GRID DISTANCES= GROUND DISTANCES MUL71PUED BY CF. CF=0.999961030 .,. ,{\~ q ., .... S:) c,~ ·y 'o ..,._ • ct-· "'c, ¥1,_ ~ ~~ 'i.* ~-L O Tc..,,t 1 2 6 •'J\. E. ~ r,'J"fl. LOT 1 3 g' ,1,.9\,'6 ¥---- SHEET 2 OF 2 SHEET -0·34• 43.870" ~ EPOCH: 1991.35 iff AT ST A TION CLSB---110 ~• PER ROS 17271 ELEV= 71. 96' NGVD29 --- \ \ LOT 1 4 LOT 1 5 DETAIL 'B' SCALE: 1"=50' APN: 207-101-35 & 37, 207-290-~0 CALIF. COORD. INDEX: 358-1671 (CCS27) i r