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HomeMy WebLinkAbout19575; ROS 19575; ROS 19575; 01-02FOUND<25" DISC MARKED "CLSB-122 LS 6215* PER R.0.S. 17271 N 2005450.968,. E 6228316.937 COMBINED SCALE FACTOR= 0.999957690 ?3 ~ ~/::: ~ ~I ~ ~ ·""' I "'" [,)h Di £::; ~ 12 ~ -----------/DENT/CAL POINT---~-------___.~ STATE STREET -; ~~ --------'---------------------~ ~ '\":) \\j I. ""' ~ FO. 2" I.P. W/ TAG ~ MK'/J. "S.D. C. 0. ENGR. • t[) FD. REBAR &-PLUG \ M'KD, LS 4458 PER COR. REC. 9487 Cs:: <..ii /'JF} \ ~ P oR, ELf< ,JU ~ JV/AP 116 PEie ROS f 4504 ~ <::) ---------.,"------"s::--t---------------------_J~ cc 10284 FD. TAG MK'D. "S.D. C.0. ENGR. " WITH EPOXY. ACCEPTED AS POINT PER ROS 14504 -../'-- ROS N55'58'47'£ 200.02' ----(N.~55~'58~'55T 200. OO';--:P,::-::'[R:::c-::R-=-os,:---,-14.--=50-4-,-~ - FD. TAG MK'D. "S.O. C.O. ENGR." WITH EPOXY PER ROS /4504 540.30' MONUMENT :4": FD. 2• IP W/ NAIL & TAG - MKiJ. RCE 29271 PER C.R. 1190.J, DOWN 1'. , NOT ACCEPTtO AS POINT ON CENTERLINE OF 14504 !OO AT&SF R.R. SEE R.O.S. 9309, 10264, 14504, ,__ __ ..,,..19_:;:_30_& P.M. /2335. SEE SHEET 2 FOR SURvEYtO-T!.-TS._. --=f--- N34'01 '22"W !613.59' \ es~ A T I !I V 7' \ ~ ~ ~ ~ 100' 200' 1 Cn1SO! 1 OP_ EJ(A AIVD ~ ,;,; ~ ~ SAJV1A rE RAILROAD <>i ~~ 59299' {N34'01'05"W 592.99' PER ROS 14504) WASHINGTON STREET !68.70' <168.61'> 48a30 'NJ4'JJ'()() W 480.26 <NJ4'00'5J•w 480.01> JO' -0'35'54.985" AT PT. 122 O' 25' p-100' 50' FOUND 25" DISC MARKED "CLSB-130 LS 6215" PER R.O.S. 11271 N 2003724.50.J, £ 6224845. 188 COMBINED SCALE FACTOR= 0.999962080 r-r> F{Dv 200' SCALE: 1 " = 100' SITE \ \ PACIFIC OCEAN \ \ \ I I \\ \_ \ \\ \ \ ' CITY OF VIST OF ROAD CITY or ENCINITAS YICINITY NAP NO SCALE O'DAY CONSULTANTS, INC. ©2005 O'OAY CONSULTANTS. INC. G:\060157\0657,.01.dwg Joo 23. 2007 1:29pm Xrefs: 060157mop; 0657rs ' • ,p '<co CITY OF SAN MARCOS --------- 9638 ~:----"'";N.';';'34'7.'0~1:'i;'.?.;';;''2.-;:;Wr,40-;:;:0.-:;-.Ji:;;;O:,, -t+-~~~-:'!:i'':""":~=---:!,,,_ (N34'34'.JO"W 400.24') <NJ4'00'53"W 400.0 rJOS -lf)630 pj\/J 2SB9 n , S££ SHEET 2 [f Jlo"/J:R rl!5pt-~~~~~~-~-PM 2689 :frDfkt,¾1"Jfk J§G~ W/ ,..,_PS 1974. SEE SHEET.!_ RC£ 20192 PER s~ FD. 3/4" IP W/ CAP MAP 8002 <::i ~ MKO/ RCE 29271 PER SEE SHEET 2 "''i CORNER REC !1903. FD. 2 • IP W/ .f<J •"-' SEE SHEET 2. TAC MKiJ. ~-~ 1rrAC1 {}[J RC[ 20192 PER ~ ~ r 1 ,. j[jof MAP 8002 !B~ JVJAP JA I 01 j ~ ~ pS 19 -J JV/AP 0002 FD. 3/4" IP W/ TAG MKO/ RC£ 13817 PER PS 7914. 5££ SHEET 2 SEE SHEET 2 gf}12 FfDS ~ FD. M-10 STREET SURvEY ( MONUMENT STAMPED LS. 4696 PER ROS 13250 & COR. REC. 10565 __ __.,_ ___ e _j)CEAN STREET ROB ' ~ <::i 205.83' {N34 '32'/JO"W 205. 90' PER ROS 3194 0.19' MONUMENT '8; FD. r· IP W/ ~ DISC MKO. LS 2353 ~ ~ PER ROS .1194 ,;:; ,,,_, SEE SHEET 2 FOR ~ ~ SURvEYOR'S NOTES. e5 ff, FD. 1• l,'P,--IL-Lfi-~-YB.-rE-1 c,: ACCEP TEO AS POINT PER ROS .1194 Ff OS 1BffJ1 19575 SHEET 1 OF 2 SHEETS LEGAL DESCR/PllON THE NORTHERLY HALF OF THAT PORllON OF TRACT 98 OF CARLSBAD LANOS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1661, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH !, 1915, D£SCRl8£0 AS FOLLOWS: BEGINNING ON A POINT ON THE CENTtR LINE OF ELM AVENUE, DISTANT THEREON NORTH 55 DEGREES 21'00• EAST, 290 FEET FROM ITS INTERSECTION WITH TH£ CENTER LINE OF LINCOLN STREET (NOW CARLSBAD BOULEVARD), SAID STREETS BEING SHOWN ON SAID MAP OF CARLSBAD LANDS, BEING ALSO TH£ INTERSECTION OF SAID CENTERLINE OF ELM STREET WITH TH£ NORTHWESTtRLY PROLONGATION OF THE NORTHEASTtRLY LINE OF THE LAND OESCR/8£0 IN DEED TO ALFRED 5. COOK ANO NELL/£ S. COOK DATED APRIL 21, 1929, AND RECORDED IN BOOK 1629, PAC£ 42! OF DEEDS, RECORDS OF SAN DIEGO COUNTY,· THENCE ALONG THE CENTERLINE OF SAID ELM A vENUE NORTH 55 DEGREES 27'00' EAST, 99.10 FEET TO THE MOST NORTHERLY CORNER OF TH£ LANO DESCRIBED IN DEED TO !DELLA I. CHASE DATtD FEBRUARY 18, 1925, ANO RECORDED IN BOOK 1056, PAGE 167 OF DEED, RECORDS OF SAN DIEGO COUNTY; THENCE ALONG TH£ SOVTHWESTERLY LINE OF CHASE LAND, SOVTH 34 DEGREES 33'00" EAST, 24000 FEET TO THE MOST SOUTHERLY CORNER OF SAID LANO ON THE SOVTHEASTERL Y LINE OF TRACT 98,· THENCE ALONG THE SOUTHEASTtRL Y LINE OF SAID TRACT 98, SOUTH 55 DEGREES 27'o0" WEST, 99. 00 FEET, MORE OR LESS, TO THE MOST EASTtRL Y CORNER OF SAID COOK'S LAND; THENCE ALONG THE NORTH£ASTtRL Y LINE OF SA/0 COOK'S LANO ANO ITS NORTHWESTERLY PROLONGATION THEREOF, NORTH 34 DEGREES 33'00" WEST, 240.00 FEET TO THE POINT OF BEGINNING. LEGEND 0 INDICATtS SET .J/4" IP WITH DISC MARKED "RC£ 27214" □ INDICATES SET LEAD & DISC MARKED "RC£ 272!4" ALONG AN EXTENSION OF THE LOT LINE AT AN OFFSET OF 9.75' IN THE CURB THE OFFSET IS MEASURED AT RIGHT ANGLES TO THE RIGHT-OF-WAY LIN£ • INDICATtS FOUND MONUMENT AS NOTED HEREON. A INDICATES FOUND STREET SURvEY MONUMENT AS NOTED. ■ INDICATES FOUND MONUMENT PER ROS 19530. NOT ACCEPTEO, SEE SHEET 2 () INDICATES RECORD DATA PER PM 2689 UNLESS OTHERWISE NOTED. [ } !NO/CA TES RECORD DA TA PER MAP 8002. < > !ND!CATtS RECORD DATA PER RECORD OF SURVEY 19530 Od1 /NO/CATES RECORD DATA PER DEED TO HALL REC. 2-12-2004 AS FILE NO. 2004-0712917 Od2 INO!CATtS RECORD DATA PER D££0 TO COOK REC. 4-21-1929 IN BOOK 1629, P. 421 OF DEEDS !Jd3 INDICATES RECORD DATA PER DEED TO CHASE REC. 2-18-1925 IN BOOK 1656, P. 167 OF DEEDS BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NA08.J, ZONE 6, 1991.35 EPOCH GRID BEARING BETWEEN FIRST ORDER POINTS 122 & 130 PER RECORD OF SURvEY NO. 17271, 1.£ N6J"JJ'.J4 T ENGINEER's STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LANO SURVEYOR'S ACT AT THE REQUEST OF PHYLLIS M. HALL IN SEPTEMBER, OCTOBER & NOvEMBER 2006 & JANUARY 2001 PATRICKN. 0~ , ~DA MY REGISTRATION EXPIRES ON J/31/07 COUNTY SURVEYOR's STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8!f6 OF THE LANO SURvEYOR'S ACT THIS e£oA Y OF __ "it..M.Y.Afl.'I 201).7 PHILIP J. CIURBINO LS. 4424 COUNTY SURvEYOR RECORDER's STATEMENT FILE N0._,2.{>01• 006 6tt lci\- EXP. 3/31/07 CIV\\.. OF CAI..\'< · 1..Al'iD s, ~ .\. Gtu/i> ~ ~ it fs L.S. 4424 EXP. 9-:J0-07 Of CAI..\'< RLED THIS ~I. DAY OF .J~~ 20.J:i) AT J!",,~l O'CLOCK ~~ IN BOOK OF RECORD OF SURvEY MAPS AT PAGE_-==:; AT THE REQUEST OF PATRICK N. O'lJAY. GREGORY J. SMITH COUNTY RECORDER BY.· DEPUTY COUNTY RECORDER F££-.-f 10.- APH 203-175-06 CCI J62-1659 I- DATA TABLE (NO) BEARING DIST. RECORD DATA ~AIONtlUENT if' I ~ FD. 2• IP W/ NAIL & TAC UK'o. RC£ 29271 ~ PER C.R. 11903, DOWN J '. NOT ACCEPTED ½ AS POINT ON CENTERLINE OF A T&SF R.R. f N 55-S8'o9' £ 50.12' 2 N 55?57'59" £ 50. ff' 3 N 55757:59• £ 99.84' ,N55'27'£ 50.00' Dd2 N55'27'£ 50.00' Dd2 , S55'2 7'W 99.10' Dd1 _ ,, r•r· V 1DPEJ<A AND A 1CrJJ;::;Ol r:r: rJlj// ROAD sAN1 A ]~ 1: nr ~ A ROB 1450-1 s::, ½ ~ SE£ R.O.S. 9309, 10264, 14504, 195.JO &: i I ~ ~ P.M. 12335. SE£ SURVEYOR'S NOTES AT RICHT. RDS gf338 7 I FD.J/4"ffe W/06C-t+---- MK'o LS. 7959 PER I ROS 195.JO. NOT ACCEPTED. SE£ SURVEYOR'S NOTES AT RICHT. ~ '<:i c:,, ¾ "' }<J I ~ " "" ~ ~ ~ ,;::; ~ ~ fl::-;::::.<::$ ~)2 . ._ ~Q_ ~~ ./\ ~ <:)i ~ ~ NJ4'0t 22·w 1eo.Jo' (NJ4'JJ'oo·w I ~ 480.26' PER ROS 10264) [NJ4'J4'JO"W 480.24] <N34'00'5.J•w 480.04':> 240.15' (SJ4:JJ'o0t 240' DdJ) WASHINGTON STREET N34'0J'22•w 400.30' (N34:J4'.JO"W 120.00· <120.00':> 80.0.J' <BO.OJ'> 200. 15' (200.13') [200.107 <200.03'> FO. LEAD & DISC MK'/) LS. 7959 0.08' PER ROS 195.JO. NOT ACCEPTED. SE£ SURVEYOR'S NOTES AT RICHT. soof< -Js:B pAGE 1~1 I oEEDv SW'L Y LIN£ CHAS£ LANO PER Od.3 N34'01'22"W 240. 14' (N34'J3'oOHW 240' Dd! & OdJ) 80.06' MONUMENT t'' 200.14' FD. 3/4" IP (OIS7VRB£0). NO RtCORD. PIPE HAS BEEN REPLACED BY 3/4" !.P. W/0/SC MK'o. LS. 7959 PER ROS 19530. NOT ACCEPTED. N34'01'45"W '-._SE£ 0£TA/l :.t" BEl0W O RICHT 200. 14' 0.42' NE'L Y LIN£ OF COOK LAND PER Od.2 \ !68. 70' <168.67'> R/W 0.05' yNJ4'J4'0o·w 400.197 <NJ4Vo'53•w 100.01':> JO' ,,...__,,-.::--i43'<5.00'> 200. 75' {200.12') [200.09] <200.04':> -FD. 3/4" !.P. W/OISC MK'o. LS. 1959 PER ROS 19530. NOT ACCEPTED. SEE SURVEYOR's NOTES AT RIGHT. p;Vi 2SB9 R/W N34V2'!8"W 240.13' (N34'J3'oO"W 240.00' Dd1) --L ( ~--200.13' {NJ4'JJ'oO"W 200.02' Od2)-:- ~ '\._ FD. 3/4" IP W/ EDD]( 1829 --_ FD. .J/r IP M'KD. RC£ 13817 PER PS I · 1974. USED FOR LINE ONLY. NJ4V5'o6"W 200.!4' FD. 2" IP W/ TAC M'KD RC£ 20792 PER MAP 8002 FD 3/4"ffe W/CAP--!t--. --~---r- lJK'!J RC£ 29271. PER ; ~ -;::o.. CORNER RECORD "'.O\i ~ 11903. ACCEPTED AS 'I ~ C:, ~ POINT ON !J> <;::, RIGHT-OF-WAY. I "'C ~ Sl ~ -;::::. ~ ~~ 1~ ~s::, I~ lei~ c:s ~ i I.. .!-'-.I I~ ~ ~I i "'C <::l It) --...; ""' ") I ~ "i~ ~ lc::i <::l -~ ~ c;:; I~ ~ I v TAC RC£ 13817 ,,.,r: Jj,JJ PER P.S. 1974. p A !_jjj ";'., ) iic£J:cr;~-~r!tit1 oEEDv -------------- NJ4V2'18"W 200.13' (N34'3J'oO"W 200. 00' Od.2) 200.1!' 1114 D jEJo1 }yJr 1 rifi 1'?A c1 i;JD r JA pS 10 -I 200.fJJ (200.15') <200.17> FO. M-10 STREET SURVEY MONUMENT STAMPED LS. 4696 PER ROS 13250 N.J4V3'o2»W 400.2.J' (9 ~~=---__ [N34'J4'.J4"W 200.!!J ~ 200.04' ./\ FO. 2" JP W/ TAG . I ~ U'KO. RC£ 20192 <.:>; PER MAP 8002 8 USED FOR LIN£. ·I :;, <::l <",. ~ I'~ t ~ ..... '-=-~ tB ~ I [)1 1 JVJAP 3002 FD. 2" IP W/ TAG M'KD RC£ 20192 PER NAP 8002 R/W 200.12' [200. 13] (200.15') <200. I 7> {NJ4'J4:i6"W 400.30'} <N34'03'Jg•w 400.34':> 40' -~CTt~';'?""..c -to.DO' (10.00' PER MAP 8002, PM 11071 & ROS 18764) ----__ rCL CARLSBAD BL 1-V. LINCOLN STREET O'DAY CONSULTANTS, INC. ©2005 O'DA Y CONSUL TAN TS, INC. G: \060157\0657rs02.<lwg Jon 2J, 2007 1: 27pm Xrefs: 0657rs; 060157map -=-::____z -- 476.38' (t,134V1'26"W 476.41' PER ROS 18164) N.J4V3'02"W 480.10' (N34'J4'56"W 480.30') ,/\ S! 9) ~ }<J <I:) ;,-. ~ ;;:; ~ ~ ~ t ,,\ ~ ~! <;,; ~ ~ •"--' ~ -~ t:::i ~ C:, }<J tB ~ t ~ vi t.::l ~ ...... c:; ... ~ '<) .... }<J .... c:; ~ -~ .... .... ~ § •"--' tB PS ""'C ~ ~ ~ ~ ~ ~ ,;:; ~ ~ ~ '-=--k: ~ ~ <.:>; "' ,;:; ~ ~ s::i ~ }<J }<J ~ " ~ ~ .ft) C:, l?i I <:::i ~ l::l ~ < < R/W 40' 19575 SHEET 2 OF 2 SHEETS -O'J6'17..J09" AT PT. 130 o· 40 80' SCALE: 1 " = 40' NOTES: 1. ALL DISTANCES AND/OR STREET WIDTHS SHOWN ON THIS MAP WITHOUT DECIMAL POINTS REPRESENT !HAT DIS TANC£ TO ON£ HUNDRED TH OF A FOOT. 2 TOTAL CROSS AREA: 0.229 ACRES. .J GRID DISTANCE "" GROUND DISTANCE X COMBINED SCALE FACTOR. SURVEYOR~ NOTES: 7. THIS RECORD OF SURVEY ACCEPTS TH£ ESTABLISHMENT OF TH£ ATCHISON TOPEKA ANO SANTA F£ RAILROAD RIGHT-OF-WAY AS SET FORTH IN RECORD OF SURVEY NO. 14504. THIS WAS DON£ BASED ON TH£ FOLLOl't/NG FACTS AND EVIDENCE A. IN 1982 PARCEL MAP 12335 ACCEPTED A 1-1/2" IRON PIP£ WITH CONCRETE PLUG &-TACK LY/NC 3364.75' NORTHWESTERLY OF MIL£ POST 230 AS A POINT ON THE CENTERLINE OF THE RAILROAD RIGHT-OF-WAY. SAID MONUMENT IS OF NO RECORD. THIS POINT IS LABELED HEREIN AS »MONUMENT 11 ': MONUMENT 11' WAS ALSO SUBS£()U£NTL Y ACCEPTED BY R.O.S. 9309, R. O..S. 10264 ANO CORNER RECORD 11903. 8. IN 1994, R.0.S. 14504 RETRACED TH£ RAILROAD RIGHT-OF-WAY B£CJNNINC NEAR TAMARACK AVENUE (STATION 2293+50) ANO CONTINUING NORTHWESTERLY FOR APPROXIIJATELY 8000 FEET. R.O.S. 14504 IND/CA TES THAT MONUIJ£NT '.4' LIES 0. 41' SOUTHWESTERLY OF THE TRUE RAILROAD CENTERLINE. C. IN 1953, R.O.S. 3194 5£1 A 1• IRON PIP£ l't/TH DISC STAMPED LS. 235.J ON THE £AST SID£ OF TH£ RAILROAD RIGHT-OF-WA r'. THIS MONUMENT IS LABELED AS 'MONUMENT '8'" ON SHEET 1. R.O.S. 3194 ESTABLISHED TH£ RAILROAD RIGHT-OF-WAY US/NC A FOUND ROCK WITH OR/LL HOLE PER MAP 1661. MONUMENT 'fl' FALLS ON TH£ RAILROAD RIGHT-OF-WAY ESTABLISHED BY R.O.S. 14504. 0. THE DISTANCE U[ASUREO ALONG TH£ NORTHWESTERLY LIN£ OF TRACT 98 OF MAP 1661 USING THE RAILROAD RIGHT-OF-WAY ESTABLISHED BY USING TH£ MONUMENTS SET BY R.O.S. 14504 IS 439.98'. THIS JS SUBSTANTIALLY IN ACREEMENT WITH TH£ DISTANCE OF 440' SHOWN ON MAP NO. 1661. THIS DISTANCE IS LABELED H£R£/N AS "DISTANCE il': R.O.S.19530 ACCEPTED MONUMENT il' TO £STABLISH TH£ RAILROAD RIGHT-Of-WAY, WITH A RESULTING DISTANCE '.4' EOUAL TO 439.58'. THIS 00£S NOT AGRE£ WITH MAP NO. 1661. SIMILARLY, THE DISTANCE MEASURED ALONG TH£ SOUTHEASTERLY LINE OF TRACT 98 OF MAP 1661 USING TH£ RAILROAD RIGHT-OF-WAY ESTABLISHED BY USING THE MONUMENTS SET BY R.O.S. 14504 IS 439.89'. THIS IS SUBSTANTIALLY IN AGREEMENT WITH TH£ DISTANCE OF 440' SHOWN ON MAP NO. 1661. THIS DISTANCE IS LABELED HEREIN AS "DISTANCE 'EJ': DISTANCE 'fl' IS EQUAL TO 439.44' PER R.O.S. 19530 WITH ACCEPTANCE OF MONUMENT A' ANO ODES NOT AGRE£ WITH MAP NO. 1667. IT IS OUR OPINION THAT TH£ PROCEDURE OF SURVEY USED BY R.O.S. 14505 TO £STABLISH THE RAILROAD RIGHT-OF-WAY IS CORRECT. THIS SURVEY REJECTS MONUMENT '.4' AS A POINT ON TH£ RAILROAD RIGHT-OF-WAY CENTERLINE. 2 THIS RECORD OF SURVEY REJECTS THE FOLLOWING FOUND ANO SET MONUIJENTS SET FORTH BY R.O.S. 79530: ipNJ 11011 i ri 1B1fJ!.J, .FfOv A. ACCEPTANCE OF MONUMENT '.4' AS A POINT ON TH£ RAILROAD RIGHT-OF-WAY CENTERLINE PER NOTES ABOVE. 8. ACCEPTANCE OF A J/4" IRON PIPE, OPEN, NO RECORD, DESIGNATED AS(/) ON R.O.S. 195.JO. TH£ PIPE L WAS OISTVRBEO. THERE IS NO £V!OENC£ THAT THIS PIP£ WAS SET ON ifft PROPERTY LIN£. THIS IS LABELED AS MONUMENT 'C' HEREIN. 9.15' 9.68'·~- <9. 75'> FD. LEAD. &-DISC IJK7) LS. 7959 PER ROS 19530. NOT ACCEPTED. 0.06' 0.04' SEE SURVEYOR'S NOTES. FD. LEAD & DISC, ILLEGIBLE NO RECORD. NOT ACCEPTED. DETAIL f1, NOT TO SCALE APN 20.3-175-06 CCI 362-1659