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HomeMy WebLinkAbout22990; ROS 22990; ROS 22990; 01RECORD OF SURVEY NO. 2.,'l C/9!) 0 __ S_CALE: 1" = 50' 50 100 150 VICINITY MAP \ I N55°58'40") \29.8~ I l (N55"32'45"~ FD. 3/4"IP W/CAP "RCE 29.83'-R1) 13817" PER ROS 9217, ROS 21269 I --------r'./L - 7 T ARBUCKLE PLACE ROS 10619 FD. L&D "LS 7959" PER ROS 21269 ~ N55•57,26.E ROS 21269 27.97' (27.97'-R1) SURVEYOR'S NOTE 2: SEE LETTER AND PLAT (DATED OCTOBER 1, 1971) ON FILE IN THE OFFICE OF PLSA, JN. 2863. I DOCUMENTS PURPORTS SURVEY MONUMENTS USED FOR BOUNDARY DETERMINATION AND ACCEPTANCE BY PROPERTY OWNERS AT THAT TIME. LETTER PROVIDED BY CLIENT. +· FD. L&D "LS 5717" PER ROS 18380, ROS 21269 S 1"=1000' \ CLSB-139 N:2007465.166 • E:6226282.274 ..J 0 I ~ Ir _, N N C":i It') ,._ ~ It') .... F,.. N 0 ~ ~ io N .,; It') ,._ .... I ~ 0 lli !:" .... 0 f!: • ~ Cl) z _J I MAP 1722 FOUND HORIZONTAL METAL OBJECT~ ON. 0.3' , NOT A SURVEY MONUMENT, NAIL PER ROS 21269 NOT FOUND NORTHERLY LINE FD. L&D "LS 5717" PER ROS 18380, ROS 21269 FD. 3/4"IP W/DISC "LS 1162" PER ROS 18380, ACCEPTED AS POINT ON E/W LINE EXTENSION. ROS 21269 CALLS FOR 1/2"REBAR, NOT FOUND \ r ESTABLISHED PER (N55°27'E 321.53'-MAP 1722) ROS 18380 . N55°58'24"E 321.19' (N55°32'11"E 321.27'-R2) · N55°57'26" ~-96' (27.97'-R2) 0.32' (0.26'-R2) N55"57'26"E __ _ __ N55°58'24"E 21~ ___ N55°58'24"E 89.90' I II NOT ACCESSIBLE -- ~ LOT 4 JI I DEED' 12/21/2006, LOT 1 3 ~ -~' F/P. 2006-0905657, a jg ~-1 ----. IMAP535 rO.R. ---~ij ~ g. -LOT 3 I ~ >-BLOCK 50 F--8l ~ ~ .... o c:c w r-: LOT 1 4 ~ ~ -~ 39.65'{TIE) I I o::! -· CONTROL DIAGRAM {NOT TO SCALE) ~-s .... · ----.----_J ~>:::J<C___ ~------~~lo .. I > FD. 3/4"IP W/DISC "LS 1162", ~ 8 gj e o~-I LOT 2 I L LOT 1 5 ~ ... o· PER ROS 9079, NOT • .... ~ .., .. .. ACCEPTED, S60°29'29"E 0.32' ~ ~ z O __ I___ 1 FROMCORNER._ -\ FD. L&T PER PM 20439, ROS 18380, ROS 21269 ~ ~ '%%.1 't;, 19 •. --0. ;:I; HELD LINE PARALLEL WITH 20•7 \ LOT 1 EASTERLYPROPERTYLINE LOT 16 ~ SEE SURVEYOR NOTE 2 I~ ~------;N::;;;5;;:5.;;;55~'0~1:;:;;.E;--;;-:21;-:;1-;;.32:;;:,---,--.....L.--.L--------:::::::::;;,:~~~N~5'=':5°~55~'0:":'1"~E~8~9~.90~'-~~ / (89.96'-R2) L FD. 3/4"IP W/DISC "LS 1162" PER ROS N55°55'01"E 321.23' (N55°32'11"E 321.27'• R2) GRAND AVENUE · 18380, AND UNRECORDED PLAT (SURVEYOR'S NOTE 2), UP 0.25', HELD FOR N/S LINE, 0.18' S'L Y. OF CORNER, & ~r,,, FD. L&T, N.R. -~<q '.J' ~ FD. CHS'D "X" PER ROS .~//,'~..._,P 18380, ROS 21269 S)"° .~ .~ -~ -vt~(18.36' R1 1)~ ~-~-).1;,;;.8.:.::;.3.::...6'..L.----__ 3~6~1._21_' __ (.361.20'-R1) _____ _ ,I SNF N55°55'01"E 379.57' (N55°29'07"E 379.56'-R1) C/L- ~ I ~":~~r;, °" //..._ ,y ~ . <Sr::, 1b ~· -------,,IC.~"' ,t<:S~..._'Y . /,. ~ CHSeD MARKS ON MANHOLE --<Q, '.o"... \. /.,~111 ·~.' ' /.,I,.~... ~\ ~'),... ~ \ FD. L&T, N.R. ~ ~ \. FD. L&T, N.R. ·.;.• 19, SURVEYOR'S NOTE 1: f. ,__1' u>o.,~ NOT USED DUE TO PAST ROAD fi .<q'Q ~ 0\CONSTRUCTION I.Jo~ ~'t)\ .. FD. L&T, N.R. ~ ·<%-... -~ . . PASCO LAREY .SUITER RE-ESTABLISHED THE CENTERLINE INTERSECTIONS BY COMPASS RULE ADJUSTMENT USING ROS 21269 INFORMATION. MANY OF THE REFERENCE MONUMENTS FOR THE STREET INTERSECTIONS AS SHOWN ON ROS 21269 HAVE BEEN DESTROYED. FD. L&T, N.R. · · 1k ffel.~tOC:D~ "il"ieS 535 North Highway IOI, Ste A, Solana Beach, CA 92075 ph 858.259.8212 I fx858-259-4812 lplsaengineering.com JN. 2863 SHEET 1 OF 1 SHEET RECORD OF SURVEY OF ALL OF LOTS 13, 14, 15 AND 16 IN BLOCK 50 OF CARLSBAD TOWNSITE, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 535, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 2, 1888, EXCEPTING THERFROM, THE SOUTHWESTERLY 50 FEET THEREOF, (AS DESCRIBED IN GRANT DEED RECORDED JULY 15, 2003, AS DOCUMENT NO. 2003-0843431, O.R.) BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATES SYSTEM NAD 83, ZONE 6, 1991.35 EPOCH BASED ON THE GRID BEARING BETWEEN STATION 130 "CLSB 130" AND STATION 139 "5-50-.r AS SHOWN ON RECORD OF SURVEY NUMBER 17271, BOTH HAVING COORDINATE VALUES OF 1ST ORDER OR BETTER, I.E. N21°00'57"E QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. LEGEND @ GPS CONTROL MONUMENT e FOUND MONUMENT AS INDICATED ■ FOUND LEAD AS INDICATED ® FOUND CHISLED 'X' AS INDICATED SNF SEARCHED,NOTFOUND ( ) RECORD DATA AS INDICATED N.R. NO REFERENCE PROPERTY LINE RIGHT-OF-WAY LINE CENTER LINE ADJOINING PROPERTY LINE ---TIE LINE/ REFERENCE LINE NOTE: FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION (b), PARAGRAPH (4). REFERENCES R1 • ROS 21269 R2 -ROS 18380 SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF KEVIN DUNN ON FEBRUARY 15, 2018. DATE LS 8537 COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 13!!!.DAY OF J()J..1/ , 2018. , AS, PLS 7131 R THE COUNTY SURVEYOR RECORDER'S CERTIFICATE: FILE No. &Jig, 1()()()M7 FILED THISL.1:ttl DAY OF ul,(LY 2018, ATO~,., O"CLOCK.f.M• IN BOOK OF RECORD OF SURVEY MAPS AT PAGE_-_-_-_-__ AT THE REQUEST OF GARY D. MELLOM. FEE $9.00 ERNEST J. DRONENBURG, JR. COUNTY RECORDER BY: ~~ DEl'UTY COUNTYRECORDER THOMAS LS 7131 APN: 203-302-04 CALIF. COORD. INDEX: 382-1689 -