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HomeMy WebLinkAbout24560; ROS 24560; ROS 24560; 01-02LBGBND R1 R2 R3 R4 CLS#1B02 IND/CA TES FOUND MONUMENT AS NOTED. IND/CA TES FOUND LEAD AND DISC AS NOTED. IND/CA TES SET LEAD AND DISC MARKED "LS 7959" IN CONC. INDJCA TES RECORD DATA PER MAP NO. 2696. INDICATES RECORD DATA PER ROS NO. 2.3554. INDICATES RECORD DATA PER ROS NO. 2.3959. IND/CA TES RECORD DATA PER CR NO. 24659. ---=CANNON RD.-----~ PALOMAR AIRPORT RD. PACIFIC OCEAN · VICINITY MAP NOT TO SCALE COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 Ph 760-230-6025 --- J L J 0 I":) S. FACE OF WALL -----.i 0.6' N. OF le_ 0 tO N30·3a•so"w 59.98' . 0 ci 0 ~ N. EDGE OF CONC. 0.6' N. OF le_ PAVEMENT CORNER o:i • 0.6' S. OF ~ OCI ------w ' ~ ~ a, tO z S. FACE OF WALL---~ 1.1' N. OF ~ S. FACE OF WALL---~ 0.9' S. OF le_ STEP CORNER 3.8' N. OF le_ S. FACE OF WALL--..-i·--..1 4.4' N. OF ~ ----t:J.23·03• 41 "W -~-...§0.52' -- PAVEMENT CORNER 2.1' S. OF ~ N. EDGE OF CONC. 0.3' N. OF~ PAVEMENT CORNER :2.1' S. OF ~ TEP CORNER 2.7' S. OF ~ a, .... cx:i OCI RECO 0 0 cx:i 0 ~ -- F") OCI ci OCI N. FACE OF WALL 0.6' S. OF ~ B!:ai===---N. FACE OF WALL 0.1' S. OF Ee_ n OCI o:i OCI ~ ~ 0 ~ fj a, tO z OF L8 L9 L10 L11 ---------------- MEAN HIGH WATER LINE SEE SURVEYORS NOTE 1 PACIFIC OCEAN DBrAIL VIBW OF JMPR.OVBMBNTS SOME LOCATIONS EXAGGERATED FOR CLARITY SCALE: 1 "=20 ' N0.2 SHEET 1 OF 2 SHEETS RBCORD OP SVRVBY LOT 14 OF TERRAMAR UNIT NO. 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STA TE OF CA TIFORNIA, ACCORDING TO MAP THEREOF NO. 2696, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 6, 1950; TOGETHER WITH A PORTION OF LOT "H" OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO. STA TE OF CALIFORNIA, ACCORDING TO PARTITION MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, SAJD PARCEL BEING MORE PARTICULARLY DESCRIBED IN DEED TO BROTHERS II, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, RECORDED SEP 26, 2018 AS DOCUMENT NO. 2018-0402277 OF OFFICIAL RECORDS. SVRVBYOR'S STATBMBNT 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 PAUL TURRO IN OCTOBER 2021 THROUGH AUGUST 2022. ~ cz__µur /0(11/2oZ'l SEAN C. ENGLERT, L.S. 7959 DATE BASIS OP BBARINGS THE N.E. LINE OF SHORE DRIVE PER MAP NO. 2696. I.E. N.30"38'50"£ SVRVBYOR'SNOmS 1. BENCHMARK USED TO ESTABLISH MEAN HIGH WATER (MHW) LINE IS CITY OF CARLSBAD BENCHMARK CLSB-57 PER RECORD OF SURVEY 17271, ELEV.=46.18' NAVD88. THE BASIS OF TIDAL ELEVATION IS STATION 9410230, LA JOLLA, CA. NAVD88 ELEV.=0.19' ABOVE MEAN LOWER LOW WATER. MHW ELEV.=4.60' (4.41' NAVD88). MHW WAS ESTABLISHED PERFORMING 6 CROSS SECTIONS ALONG THE REAR OF THE PROPERTY ON 11/4/2021. THIS LIN£ IS SUBJECT TO CHANGE DUE TO THE NATURAL MIGRATION OF SAND THROUGHOUT THE YEAR AND IS SHOWN HEREON FOR REFERENCE ONLY. COUNTY SVRVBYOR"S STATBMBNT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS _?:._?_r._l(_ DAY OF tJC,r~,.._-~ 2022. ~ 71s::· BRYAN A. BRADWAY, PLS 8384 FOR THE COUNTY SURVEYOR RBCORDBR'S STATBMBNT FILE NO. 20'2.c.-70005'-IS FILED THIS 2.7~ DA y OF oc::ros~R I c.O'2.2 AT H ~52..-O'CLOCK A.M. ~ IN BOOK OF RECORDS OF SURVEY MAPS AT PAGE _____ AT THE REQUEST OF SEAN C. ENGLERT. FEE $51 APN 210-031-10 CCI 350-1665 ,....... ,,.-._ ~ iY w • a::: 0 It w ~ n °: 0 a::: 0) IU Cl I.[) z It <( ~ COR 0 u VE I I I I I I I I SHEET 2 OF 2 SHEETS I I I I I I I I 0 gi w @111-11 :t: 85 ~ 0 ------------1------------+------------1------------+------------1------------+------------1------------+------- \fl~ 0 0.. ..,_,, N f.J 0) I.[) z IA'\ L1 \C,/111--- (62.52'R2) 62.52'(62.50'R1) I I I I I I I I I I I I I I l I I I I I I I I I I I (gfol OO@c '1]~~ I I I I I I I I lfULNJ I I I I I I I I I I I I I I I 6;)6;) I 6;)~ I I I I I I I t:£,[£, I G I ~~ I ~@ I ~@ I ~7/ I ~® I I I BASIS Of BEARINGS I I I I I I I N30·33'50".w 512.61' (N30"38'5o"w R1 ,R2 512.~o· R1) I I I I I I I I I I I I I I (74.98'R2) I (75.03'R2) j I 300.09'(300'R1) I I I I 74.99'(75'R1) 7:'i.01'(75'R1) '® ::';1 I r J 0 SHORE Pf'.. (SUMACH DR. PER R1) 262.58' TIE ONLY 125.03' TIE ONLY 59.98' (60'R1) I I --------------- IBGBND @ ® @ @ ® ® @ ® CLS#1802 FOUND LEAD AND DISC MARKED "LS8259" PER ROS NO. 23554, CR NO. 36907 FOUND .3/4" IRON PIPE WITH CONCRETE CORE, ACCEPTED AS MONUMENT PER MAP NO. 2696 FOUND LEAD AND DISC MARKED "LS8259" PER ROS NO. 23554, CR NO. 36907. FOUND LEAD AND DISC MARKED "LS4368" PER ROS NO. 2.3554, CR NO. 10942. FOUND 3/4" IRON PIPE, OPEN, ACCEPTED AS MONUMENT PER MAP NO. 2696. FOUND LEAD AND DISC MARKED "LS5267" PER ROS NO. 2.3554, CR NO. 24659 FOUND LEAD AND DISC MARKED "LS5267" PER ROS NO. 23554, 23959, CR NO. 24659 FOUND LEAD AND DISC MARKED "LS7448" PER ROS NO. 23959 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS. CA 92024 Ph 760-230-6025 ,....... t0 a::: o 0 c:i s;j-o I.[) oci co w ' ,-.. s;j-(59.96'R2) O:'. (60.00'R4) t0 ~ s;j- O:'. O:'. ~ o O:'. 0 co 0 .w ©OO~©c~~ 0 w ~ 0 f.J [ij],%[¥) ~@®@ . 0) fi I.[) 0) z I.[) '-' ll~ z 0 o c:i 0 0 oci 0 ~ (N2so3•1 o"w -f:1.2.3·03•41"~o.53' Ri,RJ) ----.§0.52' ~--,-.. ,-.. t0 t0 a::: O:'. ow o, c:i 0 <.O .~ ._..,~ • N o en • I.[) oz <.O .._, ® 0:) s;j- oci N (X) N ri s;j- 'io lO r--: t0 L7_ L8 L9 _L10 .J:.11 MEAN HIGH L TER LINE SEE SURVEYORS NOTE 1 I I N30"38'50"W 512.61' I I (N30"38'5o"w 512.50' R1) I I (N30·33'5o"w R2,R3,R4) I I I I I I I ll ll I ll® I I t3 I I g:i I I ~ I I w o I I ~ I I I 0 m I I I I I I ~ I J_ _________ I __________ I __________ I __________ I ___ _ i -------__________ __L.---- CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 23.57' 15.00' 90·00'54" C1 (R1,R2) 23.56' 15.00' 90·00'00" UNI:.# L1 L1(R2) l2 L2(R2) L3 L3(R2) L4 l4(R2) L5 L5(R2,R3) l6 L6(R3) ----L7 L8 L9 L10 PACIFIC OCEAN L11 LINE TABLE LENGTH BEARING 14.00' N30"37'56"W 14.00' N30"38'50"W 12.00· N59'21'10"E 12.00' N59'21 '1 O"E 12.00' N59"21 '1 O"E 11.99' N59"21 '1 O"E 12.15' N59"21 '1 O"E 12.15' N59'21 '1 O"E 12.09' N59"21 '1 O"E 12.13' N59"21'10"E 11.97' N59'21 '48"E 12.00' N59"21 '1 O"E 10.21' N2T58'16"W 14.67' N30"21 '03"W 16. 21' N31 '34'09"W 12.54' N31 ·15'15"W 6.38' N29'04' 42"W GRAPHIC SCALE 30 1'=30' ; 60 90 APN 210-031-10 CCI 350-1665