Loading...
HomeMy WebLinkAbout24667; ROS 24667; ROS 24667; 01-02LAGUNA DRIVE VICINITY MAP NOT TO SCALE MAP PREPARED BY: SPEAR & ASSOCIATES, INC. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736-2040 FAX (760) 736-4866 WWW.SPEARINC.NET ~ JOB NO. 22-140ROS.DWG R. OF S. LEGEND e INDICATES FOUND SURVEY MONUMENT AS NOTED. 0 INDICATES SET 5/8" X 18" REBAR WITH ALUMINUM CAP STAMPED "SPEAR LS 6404•. X INDICATES SEARCHED FOR NOTHING FOUND ( ) INDICATES RECORD DATA AS NOTED. R1 INDICATES RECORD DATA PER RECORD Of SURVEY MAP NO. 9217 R2 INDICATES RECORD DATA PER RECORD OF SURVEY MAP NO. 10619 R3 INDICATES RECORD DATA PER RECORD OF SURVEY MAP NO. 18380 R4 INDICATES RECORD DATA PER RECORD OF SURVEY MAP NO. 19344 R5 INDICATES RECORD DATA PER RECORD Of SURVEY MAP NO. 20160 R6 INDICATES RECORD DATA PER RECORD OF SURVEY MAP NO. 21269 R7 INDICATES RECORD DATA PER RECORD Of SURVEY MAP NO. 22990 R8 INDICATES RECORD DATA PER MAP NO. 16128 RS INDICATES RECORD DATA PER MAP NO. 16278 001 DEED DOC. NO. 85-475586 REC. 12-17-1985 O.R. 002 DEED DOC. NO. 2021-0061143 REC. 1-26-2021 O.R. DD3 DEED DOC. NO. 1999-0802665 REC. 12-09-1999 0.R. MQNUMENT NQTES m FOUND 3/4" IRON PIPE WITH DISC STAMPED "RCE 13817" PER ROS 9217, 20160, 21269, 22990. 11] FOUND 3/4" IRON PIPE WITH DISC STAMPED "LS 2940" PER ROS 21269, SHOWN FOR REFERENCE ONLY. [lJ FOUND LEAD AND DISC STAMPED "LS 7959" PER ROS 21269, 22990, USED TO ESTABLISH CENTERLINE JEFFERSON STREET. [II FOUND LEAD AND DISC STAMPED "LS 7959" PER ROS 21269, USED TO ESTABLISH CENTERLINE JEFFERSON STREET. [fil FOUND 3/4" IRON PIPE WITH DISC STAMPED "RCE 26175" PER ROS 10619, 18380, 20160, 21269, MAP 16128 @ FOUND LEAD AND DISC STAMPED "LS 5717" PER ROS 18380, 20160, 21269, 22990, MAP 16128, 16300. [Ij FOUND GIN SPIKE AND WASHER PER MAP 16300, ILLEGIBLE, SHOWN FOR REFERENCE ONLY. [[] FOUND GIN SPIKE WITH WASHER STAMPED "LS 5941" PER MAP 16300, USED TO ESTABLISH CENTERLINE INTERSECTION. [Il FOUND LEAD AND TACK PER MAP 16278, USED TO ESTABLISH CENTERLINE INTERSECTION. MAP NO. 2'-1 SHEET 1 OF 2 SHEETS RECQRD OF SURVEY OF A PORTION OF LOT 47 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JULY 28, 1921, BEING DESCRIBED IN DEED RECORDED JANUARY 26, 2021 AS DOC. NO. 2021- 0061143 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS A TIE LINE BETWEEN MONUMENT CT] (MONUMENT @ PER ROS 21269) AND MONUMENT [lJ {A LEAD AND DISC STAMPED "LS 7959" SET PER ROS 21269), AS SHOWN ON RECORD OF SURVEY MAP NO. 21269, I.E. N.55.37'29"E. SURVEYoR·s STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF TI-IE PROFESSIONAL LAND SURVEYOR'S ACT AT TI-IE REQUEST OF ANGELA KLEIN BETWEEN MAY AND OCTOBER 2022. DA TE ti/ Z. I Ur4 "\ 1 I COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LANO SURVEYOR'S ACT THIS l1Tlf DAY OF JAWAR'-f 2023 BRYAN 1A. BRADWAY · P.LS. 838'4'~ FOR THE COUNTY SURVEYOR RECORDER'S STATEMENT FILE NO. C:.02°?> -70000'2.0 FILED THIS ,,~ • DAY OF .)f\t-l\JA-?,Y , 2023, AT ii!.! 37 O'CLOCK.t,,M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE_-_-_-_-.,::-_-_____ T THE REQUEST OF RAMON J. SPEAR. FEE: $51,00 JORDAN Z. MARKS COUNTY RECORDER BY:~~ DEPUTY COU~ECORDER A.P .N. 203-110-20 CALIF COORD. INDEX 362-1659 R. OF S. MAP NO. 2 "-I SHEET 2 OF 2 SHEETS SURVEYOR'S NOTE FOR THE COMMON LINE BETWEEN DD1 PARCEL 3 AND DD2, ROS 10619 HELD SAID COMMON LINE PARALLEL WITH THE NORTHEASTERLY LINE OF LOT 47 OF MAP NO. 1722 INSTEAD OF AT RIGHT ANGLES TO THE SOUTHEASTERLY LINE OF SAID LOT 47 PER DD1. THIS SURVEY HOLDS THE 001 DEED CALL WHICH AGREES WITH DD2. ;----N34"29'18"W 632.17' (N34'29'00"W 632.16' R2) {N34'29'00"W 632.11' R3) (N34'28'01"W 631.93' CALC R4) (N34'29'28"W 631.18' CALC R6) ~ , Cfil(N5s-5B'l4•E 5.00' MAP 16300) _ --_ --_ --_ --_ --_ --_ --_ --_ --__ ...,.v-,--_ --_ 2~ i2_61_.8_3' ~2_) _(2_61!6_' _R3_) ~6_1_.62_' ~4)_(_26_1.~5' R5, R8) (26~._73_' _R6)_ ---='¥---370.30' (370.33' R2) (370.28' R3) (370.31' R4) (3?.08' CALC R6) (N34"03'35"W 370.31' MAP 16300) ~ N55'31'18.E 5.00' (l')-(R6;9J{~).._JI . S55"30'42"W 0.11' 5.00' (MAP 16300) (,\ '11,; (49.91' R8) l'.:3 Iii l 12.00' (R6, HELD)~~ ~ 120.50' (120'.50• R4, CALC R5, R6) ~ JEFFERSON m,'°....1 m,'°....1 X STREET I -49.96' {R5) v--L4 '-uo o:oor-!If'-70.54' (R5, HELD)___,,..., 176.20' (176.00' R3) (176.19' R5) (176.15' RB) __.,,, X LS L11 l J I I I I I N34'29'18"W 361.60' (N34'29'00"W 361.77' CALC R3) I I ~ {N34"02'02"WI 361.69' CALC R5) I I ~(jJJ I I 0,Cffb@;)~ I ~ 1 20' '10· ~I~ ®i©J I ut~ ~~'½; 1 <O° I I ""& I ~ 1 I DD1 PCL. 1 gig I I 0,~"JJ I I <fs>@~ ¼ 50• 1-.~~ 50• ""w, I I ~ I I I &:fv~ I I ,:$;~ -0 if <fs>© I ~; N' I »· ~~\; I ~-~ I ~~I I !; ,,~~I ~f§~ I~ I I I I ~,~; I ;J~I _J I'")~ :'~I ¼ 18 I I ,------X ~,,~~~ ~:1 ___ --~i'1IQ_1 -&1S'~---1:: ---~ I I I ~ ~ ~~~ I ,.,.; '!-?in '$''21 N o z w I ef8 u I ~; i I !~ '1: ~, DD1 PCL. 2 It ~ ', ~~ I I I ~ ; I ~~ I ~~3, u:iw ~---' 1:Z• "" I I <( ':,,j-lcno::~ ~ ~ ,..._ :~~I XI ;;; ;,; 1'~9};,~ ~ ------~ I ~;J~ ..... ro '° 0) r--~I ._, o ~ I "" I _ o -I ~3 ~ , ----""-1,. -~i~ 551 0D1 PCL. 3 1 ~ ~ ~~~ I I I ::: I~~~ I (/) ~ u "1;?:,I!? ·.; ::= '1 ~ I (90"06'29" R2) I <ol I r----_j_ I ---l ~ I ~~I ~ ~ ~ I ~ ~ ~ ~ I 90"00'00" (001, HELD, 002) ~~ I ! 1 ~~R I t; ~ ~~ f8 ~ 1 (N34'29'W 120.50' R2} ~ I I I I I ~ I f~: I ~ ~ I _____ -v---1!: N34.23'06"W 120.50' I ____ r-L ___ j I I O ;;; 1 g~~ 1o d f-o:: • 100.50' r i Z . ..__ I ~ ~ I I~~ ____ 0 -srr suRVEYOR's NOTE I I I I I g iii!}~ I ~ I Cf(J;,0,~ I~~ :i POR.0~~ 47 g_,-SEE DETAIL I I I I L ------, •_;~g I %>@~ 11 @21 ~ Ii~ 100.50• I I I I I , 1 ~~ I <fs>© z w N34'23'06"W 120.50' I I I I I z ~ I ,~ 1 90'00'00" (0D2, 003, HELD)~ I 1 ~ l I I ~ I-~ D03 I I I I I -I ::-, ~ ,2~ I I ' ------_ [I] I ~r~:_Js~1~)_ -J I .....,_ _______ ..,___ ______ __.__ ---_ _.._ ______ ....._ __________ ------J I _________ ~l,,,--___ u3 __ JU_ ______ r... --~ __ M_A~I_SO~_ _S~EET _______________ _ ~"-L12 __....."-...._ ,:::, 632.75' (N34'27'59"W 631.71' R2) {N34.-29-,0-4"W-63-1.-71;-R-3-)-(N34'-27-,5-9-W-63-2-.72-;-CAL-C-R4)_(_63_2.84-, -R5-) -(632.70' R6) S55"32'20"W 19.46'--."'-.__ (S55'32'45"W 19.50' R6) [I) N34'27'40"W 753.28' (N.34"00'39"W 753.34' CALC R5) (N34'27'15"W 753.22' CALC R6) {N34"29'W 120.50' R2) N34"23'06"W 120.50' 100.50' -SEE SURVEYOR'S NOTE LINE DATA 18.36' (18.36' R2, R3, R4, R5, R6, R7, CALC PM 20439) L7 N55'30'42"E 12.00' (N55"37'29"E 12.00' R6) ALLEY D02 POR. LOT 47 L1 N69i0'24"W 47.32' (47.32' R9) L2 N21'23'36"E 49.80' ( 49.80' R9) L8 N55'30'20"E 29.83' (N55'32'45"E 29.83' R6, HELO DIST.) (N55'58'36"E 29.83' RB) 40 20 0 40 80 SCALE: 1 "= 40' JOB NO. 22-140ROS.DWG 120 100.50' N34'23'06"W 120.50' DETAIL NO SCALE L3 N55"30'42"E 39.97' (N55"57'17"E 39.97' R8) L4 N55'30'42"E 0.06' (0.04' R3) (0.05' R5) (N55'57'17"E 0.06' RB, HELD DIST.) L5 N55"30' 42"E 11.97' (N55"25'34"E 12.00' R3) (12.00' R5, R6) (12.01' CALC R7) (N55'57'11"E 11.98' RS) L6 N55'30'42"E 12.11' (N55"32'11"E 12.00' R3) (12.00' R5, R6, RB) L9 N34"29'18"E 55.52' (55.50' R6) UO N34'29'18"E 64.99' (65.06' CALC R6) L11 N34'29'18"E 120.51' (N34'28'28"W 120.56' CALC R6) L12 N34"27'40"W 119.04' (119.08' CALC R6) L13 N34'27'40"W 120.52' (R6, HELD DIST.) (120.50' R5) (N34'26'oo·w 120.50' R1) (N34"01'24"W 120.52' RB) A.P.N. 203-110-20 CALIF COORD. INDEX 362-1659