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HomeMy WebLinkAbout21538; ROS 21538; PACIFIC VIEW HOMES; 01-04,., ~ STATION CP-1 FD 3uBRASS DISK STAMPED 'NCTD CP 1 RCE 27648 CONTROL POINTu PER ROS 20499 N 2016325.344 • E 6215422.396 ELEVATION = 46.52 NGVD 29 CSF=0.99996029 CONV. ANGLE = -oo· 37'19.10" 1/CSF = 1.000039712 (N34"41'42W 1560:10' RI~ S34"41'44'E 1560:lf ____J VICINITY MAP I SHEET INDEX NO SCN..E ":,~ ., @ SHEET NO. I / I N I , ) I~~: / -~"?--=-...,_-,,,.. ~ .. -. 5 ~IQ) SI R.O.S. NO. 21538 -oo· 37' 19.10" AT CP-1 STATION 105 FOUND 2.5u BRASS DISK ST AMPED 'CITY OF CARLSBAD CLSB-105 2001 LS 6215°PER ROS 20499 500 250 LINE TABLE NAME L1 L2 L3 L4 L5 L6 L7 LB L9 L10 NAME C1 C2 C3 C4 C5 CG C7 ca C9 DIRECTION LENGTH (S 40°45'18" E 1053.66 R1 ) S 40°45'20" E 1053.69 (S 57°57'15" E 249.69 R3> S 57°57' 12" E 249.46 CS 40° 45' 18" E 1141.51 R1> S 40°45'20" E 1141.50 ( S 40° 45' 1 8" E 965. 82 R1 l S 40°45'20" E 965.88 CN 41°55'42" W 291.23 R2l ( s 40° 44 I 54" E 291.17 R4l S 40° 44' 24 11 E 291.15 (N 89°27'27" W 266.21 R1 &R4l s 89°20'05 11 E 266.16 (N 89°27'27" W 665.30 R4l N 89° 28' 05" W 665.39 (N 34°01'05" W 522.66 RGl S 34° 01 '02" E 522.75 (S 34°01 '05 11 E 5638.77 R3l S 34°01 '02" E 5638.83 ( S 20° 14' 12 11 E 120.13 R3l S 20° 15' 07" E 120.14 CURVE TABLE DELTA RADIUS ARC < 6° 01 '01 " 6°01'02" c11°12'01 11 (17°12' ( 1 7 o 1 2 1 00 II ( 17° 12' 00" 17° 11 '52" (23°56'10" (24°00' C 24° 00' 23°56'10" (6°01'00" 6°01'01" c11°12'01" ( 17° 12 1 05 II 17° 11 f 52 II (23°56'10" (23°56'09" 23° 56' 1 O" (6°01'03" 6°01'03" ca 0 29'57 11 8° 29' 52,, (6°12'42" (6°10'25" 6°12'5611 11458.74* 1203.35* R1 l 11458.74 1203.40 1432.34 430.03 R3l 1432. 69--* R5 l 1432.69 430.09 R2l 1432.63* 430.07* R2) 1432.63 430.02 954.89 398.92 R3l 955.37--* R5l 955. 33• R5 l 955.33 399.10 11358.74* 1192.79•R1l 11358.74 1192.84 1332.34 400.01 R2l 1332.39 400.01 R6l 1332.63 400.00 1054.89 440.70 R3l 1054.93 440.71 R6l 1055.33 440.88 11558. 73* 1213.93* R1 l 11558.73 1213.96 1532.63* 1532-63 1532.63* 1532.69 1532.63 (227.29 R4) 227.34* R2l 227.31 166. 16* R2 l 165. 15 RB> 166.26 0 -"'1111!~-~N CONVERGENCE ANGLE NOT TO SCALE 500 1000 1500 GRAPHIC SCALE 1" = 500' RS AT&SF RIGHT OF WAY PLAT R6 ROS 18944 fll CALTRNIS FIELD BOOK 120, P/JGE 49 DATED 1934 RB MAP f1()(Jl R9 COOT R-0-W MAP S-0819,S-0820 BY WAJ.1../CE RIO ROS 9536 R11 ROS 10264 Rl2 ROS 19492 MONUMENT LEGEND ([) FOUND 2' IRON PIPE & DISK ST AMPED "NCTD RW MONUMENT LS 7019 2oog• PER ROS 20499 @ FOUND 6"x6"CONCRETE POST W/DISK STAMPED "LS 4368" (NO RECORDJ. NOT ICCEPTED AS PERPETUATION OF 4X4 CONC MON PER ROS 14504, ROS 12348, MPP 11007, PM 11758, MM625 & MAP 2743 @) FOUND 2'IRON PIPE W/CONC.CORE PER ROS 12348 & ROS 14504 @) FOUND 3/4 •1RON PIPE & DISK STAMPED "LS 4391" PER ROS 12348 @ FD 2' IP & DISK ST AMPED "RC 1534' PER ROS 18944. ROS 18056, PM 11758 & PM 10871 @ FOUND 2' IRON PIPE & DISK ST AMPED "SD CO. ENGi?' PER ROS 14504 (D FOUND NAIL & SHINER ST AMPED ·soco ENG 2300' PER ROS 14504 @ FOUND 2'IRON PIPE W/ BRASS DISK STAMPED •23ou ICC.AS NCTD MON 230 PER ROS 14504 @ FOUND 3/4 "IRON PIPE & DISK STAMPED "LS 4391" PER ROS 12348, 14504, 18056 & 18944 @) FOUND 2' IRON PIPE ST AMPED "LS 7019" PER ROS 18056 (jj) FOUND 6X6 CONC MON W/COPPER WIRE PER ROS 12348 @ FOUND 5/8 REBAR W/ALUM CAP STAMPED "SPEAR LS 6404' PER ROS 18944 @ FOUND LENJ & DISK STAMPED "SD CO.ENGR'PER CR 30120 SHEET 1 OF 4 SHEETS RECORD OF SURVEY OF A PORTION OF THAT CERTAIN 200 FOOT RIGHT OF WAY OF THE NORTH COUNTY TRANSIT DISTRICT AS GRANTED TO THE CALIFORNIA SOUTHERN RAILWAY COMPANY UNDER THE PROVISIONS OF THE ACT OF CONGRESS OF MARCH 3, 1875 ENTITLED 0AN ACT GRANTING TO RAILROADS THE RIGHT OF WAY THROUGH THE PUBLIC LANDS OF THE UNITED STATESn AND SHOWN ON THE MAP OF SAID RIGHT OF WAY FILED IN THE UNITED STA TES LAND OFFICE, LOS ANGELES, CALIFORNIA, MARCH 14, 1881 AND APPROVED BY THE SECRETARY OF THE INTERIOR, MAY 12, 1881, LYING WITHIN SECTION 36, TOWNSHIP 11 SOUTH, RANGE 5 WEST AND SECTION 1, TOWNSHIP 12 SOUTH, RANGE 5 WEST, S.B.M. SAID RIGHT OF WAY BEING LOCATED IN THE CITY OF OCEANSIDE AND THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS83, CALIFORNIA COORDINATE SYSTEM ZONE 6, (EPOCH 1991.35). GRID BEARING BETWEEN FIRST ORDER STATIONS CP-1 AND 105. SAID POINTS ARE SHOWN IN RECORD OF SURVEY 20499. BEARING FROM POINT CP-1 TO 105: 556"37'561: NOTE UNLESS OTHERWISE NOTED THE BEARINGS AND DISTANCES SHOWN HEREON ARE GRID. TO OBTAIN GROUND DISTANCES MULTIPLY BY 1.000039712. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. LEGEND .A. e INDICATES FOUND MONUMENT AS NaTED "' GROUND DISTNICE PER STATED REFERENCE CONVEFffED TO GRID USING CSF • 0.99996029 10( CALCULATED RADIUS FROM DEGREE OF CURI ATURE PER RS, BASED UPON DEF/NfflON OF CURIATURE FOR 100' CHORD LEN(;TH. SNF SEARCHED, NaT FOUND 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 SURVEYOR'S ACT AT THE REQUEST OF TY LIN IN MARCH OF 2013. BY: /f?~C;g__z/__ ___ _ 1/rRiCK A. MCMICHAEL, LS 6187 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS _?J_,$!:__ DAY OF ____ ,J_y_',._y ____ , 2013. TERRENCE T. CONNORS, PLS 5099 COUNTY SURVEYOR RECORDER'S STATEMENT FILE NO. ML?l::._/2!1.i_li_'l._f!_,5" FILED THIS J.~I-DAY OF -~~~~-~! ___ , 2013. AT~~§? EM IN BOOK OF RECORD OF SURVEY MAPS AT PAGE ----=----------• AT THE REQUEST OF PA TRICK A. MCMICHAEL. ERNEST J. DRONENBURG, JR. BY: ____fa-1/1,-lf __ ~ __________ _ COUNTY RECORDER DEPUTY COUNTY RECORDER FEE: $16.00 @.__ ______________________________________________________________________________________________________ ... 5620 FRIARS ROAD SAN DIEGO, CA 92110 J. 16767A 619.291-0707 ~• \ 1 6 76 7o_Cor I sbadRR\ Survey\ROS\ 16 76 7~6~~~~~ i~i~ (FAX)619.291.4165 , •• 31 ENGINEERING COMPANY rickengineering.com San Diexo Rivenide Saaamerito OranRe Phoenix Tucson CAL IF. COORD. INDEX 1 362-1659 ASSESSORS PARCEL NO.s 1 153-263-01 & 02, 155-012-01, 155-101-49, 155-190-5, 7, & 11, 155-200-11 & 12, 203-054-28, 203-296-02 & 09 '" R.I@K SanOi<,11o (534"39'51'W 96431' R4J N34"39'55'W 96426' DETAIL~• NOT TO SCALE '-~)t<.-~=:c--r,,,o._;,.---SNF,E5T.POSfTION AT ~ Js-INTERSECTION OF CftRLSBNJ ~ ZS,, BLVD R-0-W WfTH R/!JLRONJ .:5'~ ~ R-0-W PER INTENT OF R9 ~~,<L 7-,~ RiveRidP. Orantze Phoenix Tucson 100 50 0 100 291.23' R2J cN41"55'4Z"! 29IJl' R4J cs40'44'54 E 2911s' 54(]44'2f'E 200 300 --- GRAPHIC SCALE 1" = 100' R.O.S. NO. STATE STREET LINE TABLE NAME DIRECTION L1 L2 L3 L4 L5 L6 <N 4°14'22" E CN 4°15'28" E CN 3°35'45"E N 4°15'29" E C N 41 ° 25' 15" W S 40°45'53" E CN 4°15'28" E CN 3°05'25" E N 4°15'29" E CS 57°57'15" E S 57°57'12" E S 40°44'24" E S 40°45'48" E SHEET LENGTH 343.17 R4) 342.62 R6l 347.26 R9l 342,77 17. 86 R9) 17.93 105.72 R6l 105. 73 R2 l 105,72 249,69 R3l 249.46 70,71 CTIEl 70.68 CTIEl NAME C1 C2 C3 C4 C5 C6 21538 2 OF 4 SHEETS Ill CURVE TABLE DELTA RADIUS ARC (17°12'07" ( 1 7° 1 2, (17°12'00" ( 1 7 ° 1 2 / 00" 17° 11 1 52 II (23°56' 10" ( 24° 00' <24°00' 23°56'10" (8°29'57" 8°29'52" (6°12'42" (6°10'25" 6°12'56" (7°09'20" 7°09'11" 1°20'40" 1432,34 430.03 R3l 1432. 69-ff-R5 l 1432.69 430.09 R2l 1432.63* 430.07* R2l 1432-63 430.02 954,89 398.92 R3l 955. 37-ff-R5 l 955. 33* R5 l 955,33 399,10 1532-63* 1532,63 1532, 63* 1532,69 1532.63 1532-69 1532.63 1532,63 (227.29 R4l 227. 34* R2 l 227.31 166.16* R2 l 165. 15 RB l 166.26 191.42 RB} 191.34 35.96 .J LINE TABLE NAME DIRECTION LENGTH L1 (N 55°30'20" E 189.97 CALC'D R10l N 55°58'23" E 189.91 L2 CN 55°30'20" E 380.71 CALC'D R10l N 55°58'23" E 380. 61 L3 CN 35°15'53" W 6.00 ROS 16521 l S 34°01'37" E 6.00 L4 CN 55°26' 00" E 380.18 ROS 9164 l CS 55°58'34" W 380.18 R3) N 55°57' 12" E 380. 21 L5 (N 55°25'55" E 379.79 ROS 9079 & 14151 l (N 55°58'23" E 379. 76 R3 > N 55°57'21" E 379.76 LG ( N 55° 57' 51 " E 240.58 R12l N 55°58'37" E 240.91 L7 (N 55°57'24" E 120.00 ROS 19575) N 55°58'37" E 119.88 L8 C N 89° 42' 25" E 36.58 R2) 100 50 0 100 200 300 CS 89° 05' 36" E 35.80 R3 l ---S 89°07'51" E 35.78 GRAPHIC SCALE 1" = 100' L9 S 34°01 '02" E 50.00 L10 S 34°01'02" E 40.00 FD 3/4' IP & ILLEGIBLE ( .NJJM.0SK <NO RECO~DJ N55"58'58'E 021' rTIEJ _______J\ _!_N34"01'0!JW 522.66' R6J -V--S34'01'02'E 52275' S34"01'02'E 435.20' .~-I S34'01'02'E 46475' -1-S55"58'58W 74.Br FOUND Nr:TD CONTROL MONUMENT (S34"01'0fl'E 592.99' R3J S34"01'02'E 5931XY - (NJ5"14'00W 64.98' R2J <NJ3"59'3rw 64.92' RJJ 534'01'48'E 64.99' SNF WASHINGTON - EXCEPTION TO PM 18 OF DEED REC'D 12/15/1992 AS DOC.1992-0802206 (S34"01'0fl'E 563877' R3J S34"01'02'E 5638.83' (534"01'0fl'E 592.99' R3J 534'01'02'E 5931XY ;;=i Q:~ ~C) ~ e ~ z w u, z <C t; ii: ::c 0 MADISON AVE _J ROOSEVELT ST w ~ 0 z <C a: CJ (1245.57' Rf2) ~ im "1 L9 L9 a i li: ~ co -~ ~ "- 50' I ~ 50' f8 :.:: (0.lJ5' R3J ih 01)6' ~~I ~· ~O'i § -FOUND J/4'IP & NAIL PER R3 !µ~ ~ ;;=i ;;, ~ ~Q: f8 ~ 5 :.::~ ~ o-g li: ~~I IC) &1 ?a ~ :!:~ ~ IC) ~~ ~ g ~ f8 a li: ~ ~ I g ~ CARLSBAD BLVD FOUND 3" BR DISK IN WELL_ "LS 6929' PER ROS 1652/ R.O.S. NO. POSfTION EST.FROM FOUND 4 PK SWINGS PER ROS 14504 JEFFERSONS~ SHEET 3 OF <i /41 <i & <i FD 3.25' BR. DISK IN TRIIWGULM WELL u ~ u iii/J u . ST AMPED "LS 6154' PER CR 10616 bi I 0 4 SHEETS POSfTION EST.FROM FOUND 4 PK SWINGS PER ROS 14504 (HEW FOR UNEJ IS~ ((j---O'i~ ~~' ,., ~(/)(_q ~i~ ~~ f8Q.. ~ MADISON AVE N_ ~ FOUND PUNCHED SPIKE STATE ST SNF,EST. POSfTION AT INTERSECT"ION OF ST ATE STREET CENTERUNE IWD IM'IY PROLONGATION OF CENTERUNE OF GRIWD NE AS EST.FROM FD MONS SE'IY OF ST ATE STREET. 534'01'02'E 400J5' ~ ~ !-U ~-- ?a ~ ~ ~1Ft!t~~ ~~ S34"01'02'E 400J4' / , ~@~ ®~~® 534'02'2B'E 494JO' (N34'30'4(JW 490J2' RfOJ 490JO' ~ ~ !µ ~· ~ ft) ~ ..... ~ ii:::: 5 ?a I .:::: Q: ~ ! ~ ~ ~ It') ~ ~ t"' ~ LO ~ I - tH IN UEU OF NAIL & TM Oi •LS 4863" PER ROS ')()79 ~ I I I L N34'01'46'W 1725.46' I I ---------------.";:---(48023' Rff) 48011' FOUND 2' IRON PIPE & CAP ST AMPED "52 TEL" (NO RECORDJ ICC. AS PERP. OF SPIKE PER ROS 10264 & CR 9487 'lc------------.-----'-------'---__;__--::a--=-:i ::..,---...... 4801)5' .,.. I ■ • bi 534"01'02'E -~-(35.B9' Rf2) 8 ,....~ 534"01'23"E 3611' 508J4' i ~ ?a ii:i j ~~ :t: a: o ..... w~ I j '<C =~ > 0~ ~15 !Ji a:~ <(-... 0 !:tJ ~ -----FOUND L&D ST AMPED : lg fl) FOUND REBM & ;,,, STAUP£;;; ~ ~ "LS 6154' PER IO CR 10565 ~ :.:: -cP-~f.:o.tCJg, ggfffliffff %th ~ 534"01'02'E <NOT RECORDED) ~ 4BOJ5' v~ WASHINGTON (30.25' ROS 19575) 534"01'23"E 30.28' FOUND L&D ST AMPED "RCE Z12/4' PER ROS 19575 ~@@ ii®@ ti@ FOUND W£ MON & 2S' BRASS DISK ST AMPED •LS 4696" PER ROS 13250 & 19575 ~m cS~ ; -~(I) 0 ~i ~ ~ @) ci:'.Cl: @) lij ?a ~~ ~ iJ'::::, --i)i lg @) " :8 ,;;=, 'II-"-~~ WJ Cl " © ~fr} @:: ~~ bi LINCOLN ST ,-.::::,.. (3.B4' ROS 19575) 41XY ~----GARFIELD ST ~ mm1z ' FOUND J" BR DISK IN WELL FOUND 3" BR DISK IN WELL •LS 6929' PER ROS 1652/ "' "RCE 33069' PER ROS 1652/ FOUND L&D ST AMPED "LS 4696" PER ROS 13250 ~ ~~~ iii ----a------OCEAN ST @ ■-----------------------------------------------------------------------------------------------------------1 5620 FRIARS ROAD SAN DIEGO, CA 92110 J. 16767A 619.291.0707 M• \ 16 76 7a~Cor I sbadRR\Survey\ROS\ 16 76 7a~ros03. dgn 26-JUL-2013 {FAX)619.291.4165 14, 30 ENGINEERING COMPANY rickengineering.com San Diego Riverside Sacramento Orange Phoenix Tucson CAL IF. COORD. INDEX • 362-1659 ASSESSORS PARCEL NO.s 1 153-263-01 & 02, 155-012-01, 155-101-49, 155-190-5, 7, & 11, 155-200-11 & 12, 203-054-28, 203-296-02 & 09 _J ,,, 0 N FOUND r IRON PIPE & DISK ST MIPED "LS 2353" PER ROS 19530 & 1[!199 S3401'02'E 106374' fT7 .85' 788:lY 100 50 FOUND 3/4 nlRON PIPE & IL1£GIBLE DISK (ROS 16439 CN.15 FOR 3/4 "IRON PIPE & DISK ST MIPED "LS 2632') 0 100 200 GRAPHIC SCALE 1" = 100' 300 w ~ I-::, ~ w ::c u R.O.S. NO. SHEET 4 OF 4 S34'01'02'E 2.091.99' ~ -~£...__ __ ----3.~ _ _____;__ __ _:____--,-____;__ _____ __:_ __ ~~~----.!...---!._______.!.. _____ _..[__ _ ___J,,---__ _ ! ~ ~_;::::::.-55558'58'W OJ3' '--~-S5558'5l!W 0.20' ~...... l ..... i l!ci .. l!c,!:!:! i SHEETS llJ ! ~ ~ FOUND r IRON PIPE & DISK (IL1£GJ 8 ,____ FOUND 2' IRON PIPE & DISK ST MIPED ~ I::: if'. LIJ:r: i,_ ~ "-PER ROS 1[!199 & 19530 -. [ffi ~ ~ i] ~@ @~ IO~~! ~~l~,c-~ I ~@ ·LS 5941" PER ROS 16439 IO O : :--v l"'"~ <.: /,:::,,. 1v, -~~~--------~~\Q __ :(}?bc~~:3J Cl) -+----l FOUND REB/.R & C/JP ~MIPED (S34'01'05'E 563871' R3) S34'01'02'E 5638.83' -------l t~ . ·-✓ ''CP-5B'PER Nr:TD CONTROL SURIE'f 8 SJ'IIWQ""'E (755·r:,, 1 ~I::: ® LI.I ONG.NO. V AfJ1 DATED 1/29/2010 .... b\ 1r I ~ [f' [ffi [ffi ., VI ,c_' DI • IC) 8 LIJ (NrJT RECORDED) 1681.40' I ~ ~ Cl) ---;-------------.------------.-------.....___----------------------------------------f--r----------------,----'1,..-----------"7-"~-~ S5558'58'W 024' S5558'58'W 36.()(}' -~ ~-S5558'58'W 36.[)()' II.I ~ w z D. I I w ~ I-::, z _, ; FOUND 1.5' IRON PIPE & DISK ST MIPED "LS 4368" PER ROS 1[!199 w ~ I-::, z t; w ::c u FOUND CL WELL MON ::.ie= ST MIPED •RCE 30521' g (NO RECORDJ _, ~ w ::c @------------------------------------------------------------------------------...------------------------------1 5620 FRIARS ROAD SAN DIEGO, CA 92110 J. 16767A ENGINEERING COMPANY 619.291.0707 M• \ 16767o_Coc I sDodRR\Sucvey\ROS\ 16 767o_cos04. dQn 26-JUL-2013 (FAX)619.291.4165 , 4• 39 rickengineering.com -SanDielw Riverside Sacramento Orange Phoenix Tucson_ CAL IF. COORD. INDEX 1 362-1659 ASSESSORS PARCEL NO.s 1 153-263-01 & 02, 155-012-01, 155-101-49, 155-190-5, 7, & 11, 155-200-11 & 12, 203-054-28, 203-296-02 & 09