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HomeMy WebLinkAbout23026; ROS 23026; ROS 23026; 01-02MONUMENT AND ESTABLISHMENT NOTES: 'A'-FOUND. M-10 STREET SURVEY MONUMENT WITH 3" DISK DOWN 10" ~ STAMPED LS 4696, PER R OF S 19575. ®-FOUND LEAD AND DISK STAMPED LS 4696 PER R OF S 22581. ©- ®- ©- ®- @- ®- CD- Q)-- ®- ~ @- ®- ®- ®- @- ®- ®- ©- @- ®- ®- ®- FOUND M-10 STREET SURVEY MONUMENT WITH 3" DISK DOWN 10" STAMPED LS 4696, PER ROS 19575 & 22581 ACC.EPTED AS CENTERLINE BEGINNING OF CURVE. SEARCHED FOR NORTHERLY RIGHT OF WAY PROD. SET ON RADIAL LINE, AS SHOWN ON R OF S 9672, FOUND NOTHING. FOUND. 3/4" IP W/ DISK STAMPED RCE 13817 PER R OF S 19575 AND R OF S 22581. FOUND. 3/4" IP W/ DISK STAMPED RCE 29271 PER R OF S 19575. FOUND 3/4" IP, W/ DISK STAMPED LS 7959 PER R OF S 19530. FOUND LEAD AND DISK STAMPED LS 7959, N 3y59•50• W 1.00' (N34"00'53" W RECORD), PER CR 25161. FOUND LEAD AND DISK STAMPED LS 7959 AT 5' OFFSET OF P.L. PRODUCED PER R OF S 22581. FOUND LEAD AND DISK STAMPED LS 7959, DOWN 3" ON CONCRETE FOOTING PER R OF S 22581. FOUND LEAD AND DISK STAMPED LS 7959 AT 13' OFFSET ON P.L. PRODUCED PER R dF S 22581. FOUND 2" IP. W/ DISK STAMPED RCE 20192 DOWN 6" PER R OF S 19530. FD. LEAD AND DISK STAMPED LS 7959 AT 5' OFFSET ON P.L PRODUCED PER, R OF S 19530. FOUND ALUMINUM CAP DOWN 0.2', ILLEGIBLE, ACCEPTED AS REBAR & CAP PERR OF S 19575. FOUND 2" IP W/ 60D NAIL, TAG GONE, DOWN 6", ,ACCEPTED AS 2" IP PERR OF S 22581 AND R OF S 19530. FOUND 2" IP W/ DISK STAMPED RCE 20192, PER R OF S 22581. FOUND LEAD AND DISK STAMPED LS 4696 IN WESTERLY MEDIAN CURB PER R OF S 13250, ACCEPTED AS CENTERLINE BEGINNING OF CURVE. FOUND MAG MAIL & ALUMINUM WASHER, LS 5411, PER CR 34258, NOTE -CR 34499 STATES THISPOINT WAS DESTROYED BY CONSTRUCTION AND REPLACED WITH A GEAR SPIKE W/WASHER "LS 7432", SAID GEAR SPIKE WAS NOT FOUND. SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION OF A LINE DRAWN TANGENT FROM MONUMENT P. HELD 40.00' FROM MONUMENT TO ESTABLISH CENTERLINE ALIGNMENT OF LINCOLN STREET AND OAK AVENUE PER R OF S 19530. SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. AS NOTED HEREON THERE IS A DISCREPANCY IN THE DISTANCE BETWEEN MONUMENTS T AND M WHEN COMPARED TO R OF S 19575, THIS IS PRIMARILY DUE TO CONFLICTS IN OPINIONS AS TO THE ESTABLISHMENT OF THE RAIL ROAD RIGHT OF WAY EAST OF WASHINGTON STREET. R OF S 19530 HOLDS LOCAL CONTROL TO ESTABLISH SAID RAIL ROAD RIGHT OF WAY (SEE SURVEYORS NOTES ON SAID MAP), R OF S 19575 ESTABLISHES THE RAIL ROAD RIGHT OF WAY BY HOLDING POINTS SET, OR ACCEPTED AS BEING SET, BY R OF S 14504 (SEE SURVEYORS NOTES ON SAID MAP). THE SURVEYORS WHOM PREPARED BOTH MAPS MAKE COMPELLING ARGUMENTS TO SUPPORT THEIR ESTABLISHMENT DECISIONS, IT IS THIS OFFICES OPINION THAT THE METHOD OF ESTABLISHMENT USED BY R OF S 19530 WAS CORRECT IN THAT ITS ESTABLISHMENT HOLDS LOCAL CONTROL AS OPPOSED TO THE RECALCULATED ALIGNMENT SHOWN ON R OF S 14504 WHICH APPEARS TO IGNORE EXISTING SIDELINE AND .CENTERLINE MONUMENTS THAT WERE IN PLACE AND HAD BEEN RELIED ON BY PREVIOUS SURVEYS. CENTER LINE OF CURVED PORTION OF CARLSBAD BOULEVARD ESTABLISHED AT RECORD RADIUS PER R OF S 9672 THROUGH MONUMENTS C AND P. FOUND LEAD AND DISK, LS 7959, PER CR 25161. FOUND LEAD AND TACK IN SURFACE OF PAVEMENT, NO TAG, NO REFERENCE, N 33"59'57" W 0.13' OF RIGHT OF WAY, POSmON NOT PROVEN BY THIS SURVEY. THE EASTERLY RIGHT OF WAY LINE OF CARLSBAD BOULEVARD WAS ESTABLISHED BY HOLDING A 50' HALF WIDTH FROM THE CENTERLINE AS SHOWN ON MAP NO. 8002, PM NO. 2689 AND PRIVATE SURVEY 1974, BEING A 100' WIDE RIGHT OF WAY AS SHOWN ON R OF S 9672 AND MAP NO. 11049. ONLY MONUMENTS J, K AND L WERE SEARCHED FOR ALONG THE CENTERLINE OF THE BLOCK, ADDmONAL MONUMENTATION IS SHOWN ON R OF S 19530, R OF S 19575 AND R OF S 22581, THESE ADDITIONAL POINTS WOULD NOT IMPACT THE BOUNDARY SOLUTION OF THE SUBJECT PROPERTY. THIS MAP DOES NOT PURPORT TO ESTABLISH ANY LINES NOT DIMENSIONED HEREON. ®-FOUND LEAD AND DISK STAMPED LS 7959, N 56"00'03" E 1.00', PER CR 25161. PURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO COMPLY WITH SECTION 8762(8)( 4) OF THE PROFESSIONAL LAND SURVEYORS ACT. LEGEND: • -INDICATES FOUND MONUMENT E LS IP N NO. P.L. POR. PM P.S. RCE R OF S s SFN. w W/ AS NOTED -EAST -LICENSED SURVEYOR -IRON PIPE -NORTH -NUMBER -PROPERTY LINE -PORTION -PARCEL MAP -PRIVATE SURVEY -REGISTERED CIVIL ENGINEER -RECORD OF SURVEY -SOUTH -SEARCHED, FOUND NOTHING -WEST -WITH RECORD REFERENCES {R1) -R OF S 22581 (R2) -R OF S 19530 (R3) -R OF S 19575 (R4) -R OF S 9672 (R5) -MAP NO. 11049 (R6) -R OF S 13250 (R7) -MAP NO. 8002 (RB) -PM NO. 2689 ; R. of S. No. SHEET 1 OF 2 RECORD OF SURVEY: ALL THAT PORTION OF TRACT 98 OF CARLSBAD LANDS, 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 1, 1915; BEING MORE PARTICULARLY DESCRIBED IN THE DEED TO PACIFIC COAST INVESTMENTS GP, A CALIFORNIA GENERAL PARTNERSHIP, RECORDED APRIL 12, 2013 AS DOCUMENT NO. 2013-0232274 OF OFFICIAL RECORDS. 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 RON AND ALLYSON PRESTA IN JULY OF 2017. ~ ;t~ ~;,Y;:8 JEFFERY L. MAYS, L.S. 6379 DATE BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTER LINE OF OAK AVENUE AS SHOWN ON RECORD OF SURVEY 19575. I.E. N 55"57'57" E VICINITY MAP NOT TO SCALE COUNTY SURVEYOR'S STATEMENT: ; ~ • • ·,.,c..;),;., .. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 81.trs OF lfHE '\.PROFESSIONAL LAND SURVEYORS' ACT THIS $lt0 DAY OF _.A../J.6JlM._ 2018. . .. . , TODD W. THOMAS, L.S. 7131 FOR THE COUNTY SURVEYOR RECORDERSSTATEMEN~ FILE NO. ioll-7000300 FILED THIS '"' DAY OF AUG.UST , 2018 AT ~: 54 O'CLOCK f..M., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE-==:=::=:::: , AT THE REQUEST OF JEFFERY L. MAYS. ERNEST J. DRONENBURG, JR. ~ COUNTY RECORDER BY:-----· --t-------- . DEPUTY COU RECORDER FEE:,U.«J APN: 203-175-01 CCI: 362-1659 ':,t- 0) 0 IX) v ......, I-w w 0::: I- (/) z t5 u 0 I 50' o' 50' 100' G-1 ----...... SCALE: 1 " 50' N 55'56'11" E (N 55' 19' 46" E R4, RS & R6) CARLSBAD VILLAGE (FORMERLY "ELM AVENUE") LINE L1 L2 L3 L4 L5 L6 22.5 o· L7 LB L9 L10 lO 0::: ~ L11 v 0::: L12 ix> " L13 ci 0 v L14 L15 O> " L16 ci 0 '<t BEARING I DISTANCE N 06'56'06"" E 109.50' (N 06'20' 48" E 109.17' R5) N 06'56-,06" E . 99.93" (N 06'20' 48" E 99.66' R4 & R5' N 56'00'03.. E 99.98' "N 55'59'29" E 100.00' R1) \N 55'59'29" E 100.00' Ri) N 34°0f'54-W 130.00· 'N 34'03'19" W 130.09' R1) N 55'53'49" E 99.92' 'N 55'56'41" E 100.00' R1,) N 34'03'15-W 130.18" 'N 34"03'19" W 130.17' R1) N 56'00-.03" E 80.97' N 56'00'03'" E 19.00' N 34'03'15_ W 6.13' N 55·55•45-E (RAD) 10.00" 'N 55'56'41" E 10.00' R1) }N 55'57'03" E 10.00' R2) N 55'53' 49" E 'N 55'53' 49" E N 55'58'41" E 'N 55'58'23" E N 55'58'41" E 'N 55'58'23" E N 56'00'10" E N 33·59·50-W N 56'00'03'" E 5.02' 5.00' R1) 13.03" 13.00' R1) 5.00' 5.00' R2) 24.90' 1.00· 1.00" OO@W ® ~~®® 00 @[? ® @®77~ 00 @[? ® ii~~@@ SFN 324.48' (324.59' R4 & RS) 0 0 ci '<t 380.99' (381.12' R4 CALC) (381.12' R5) N 55'58' 42" E (N 55' 12'02", E ,.R4 & )R5) {N55'1902 ER6 519.9r{520.001 R4, RS & RS) 498.73' (498.77' R4 & R5) CURVE C1 C2 C3 SFN DELTA ANGLE RADIUS 40'59' 22--600.02' (40'59'15" 600.02' 3714'42" 550.02" (37i4'22" 550.02' 11'04-.40-,,-650.02' 'TI'~@'TI' OO©a @'7/ IMJ&[p ii ®®ii 39.99'(40.02' ARC I JCNGTH . 429.25' 429.24' R5) 357.54' 357.49' R4 & R5) 125.68' 208.93' OAK 589.91' -~ "-a::: IXl N a::: 0::: a:: i--w _..,N 0.. 0.., . I") 0 O .... IX) ...I oa:::vw IX) ........ :::c: ,v . .:;,- -r--,.,. -I -,,, ....... No-q vroNv civ~ IX) ........ 0 v ~ - /~WI geld -I v l'l N ~ci 0 I . v '<l'......,10 I") ...I ~ I - ~ 56'00'03" E N 55'59'29" E R1 & R2) N 55'57'24" E R3) (N 55'27'00" E R7 & RB) 10.00' t] 0.20' M&(R1) L5 R. of S. No. DRIVE 439.55' {439.58' R2) {439.98' R3) 8 ci 249.68' (249.69' R2) st 100.04' (100.00' R1) I I I lPa®o OO@a ii @'7/~ I I lP@OOo 'i]'~@'i]' OO@o @® @&00[1.®oo&© [1,&00@® I I IMl&IP OO@o ii ®®'il I [p@OOa 'i]'~@'iJ' I I I ~ ~ lP@OO□ 'ii'OO&©'TI' @@ I I SHEET 2 OF 2 509.59' (509.56' R2) (510.00' R3) (510.19' R7 {510.20' RB) 89.89' (89.88' R2) -" a::: b ... ci I [p@OO□ 'ii'~©'ii' ®® ~ N I a::: iri 0 ~----~ . - .... ci 10 .... w w 0:: I- (/) TIE LINE ONLY g ~ lfil□@a®o ~~@@'(] I I l ' · t:, N 55'58'41" E I 439.35' --,E--~55'58'23" E R2) --1-____ _J ---::..:--J_ -,L ___ (439.44 R2)_ 219.97' (N 55'58'23" E 220.02' R1 & R2) 219.38' (214.79' R2) z 0 I- C., z~ 51 0 z--40.00' --_J -N a:: ~ -----.... I") " IX) a:: a:: a::: a::: 3:3: 3: 3: 3: I Ii : a I I: ioOl NIX> <O .,....-OOIO iri iri iri in ':,t oO 01"> l"l .~~:.:,.:rt I") I") I") I") I") zzzz N a::: .Id -.-I") a::: a::: 3:3:3: • • • LOO>N ..... .-a nirin coo ~:rt-~ I") I") I") -N a::: ~ .... a::: i-- ci 0 N -b N ci 0 N ; [!,@'ii' '(] lliu&lP OO@a @@@~ 220.07' (N 55'57'57" E 220.08' R3) (N 55'57'18" E R1 220.16' · Rl & R2) (N 55'26'22" E 220.02''.R7) (N 55'26'30" E 220.07' RB) l[g: N I~ ~ o b I I ci 0 N I 3:3: I I • • LOO> 01") ioio 00 :.t-~ I") I") 439.15' {439.30' R2) (439.79' R3) SEARCHED, FOUND NOTHING 219.08' (219.15' R2) {219.71' R3) (220.02' R7) (220.07' RB) { 440.14' RB) b 0 ci v £ 509.11' {509.28' R2 & R3) {510.03' R7) (510.14' R~ AVENUE SFN ~g NV ~ ........ -irio I ~ "":~ 01") a, 0 Z O v ........ ci 30.00' 0 N -c:i' a::: ':,t 0 ci 0 N --... ci 0 N (359. 869.13' z I (/) <( ~ ~ Nl"ll' a::: a::: a::: 3:3: 3: 3: = = = = Ql'lNO LOIO N 0 i:,,b~":o;t-iooo,,, n~~~ I") I") I") I") z333 (869.08 CALC'D PER R3)