Loading...
HomeMy WebLinkAbout22488; ROS 22488; ROS 22488; 01-04LBGBND • ■ 0 X I l ( ) ## [ 1 "' "' II (( )) [[ 11 U ll <> Rt ® @ @ @ ® ® @ ® CD Q) ® (Q (8) ® /NDICA TES FOUND MONUMENT AS NOTED • /NDICA TES FOUND LEAD AND DISC AS NOTED INDICATES SET 2• X 24" IRON PIPE AND DISC MARKED "LS 7959". INDICATES SEARCHED FOR MONUMENT, NOTHING FOUND. INDICATES RECORD DATA PER MAP NO. 3179. INDICATES RECORD DATA PER PM NO. 21225. /NDICA TES RECORD DATA PER ROS NO. 16963. IND/CATES RECORD DATA PER ROS NO. 19100. INDICATES RECORD DATA PER DEED TO BRADFORD RECORDED MARCH 21, 1929 IN BOOK 1601, PAGE 263 OF DEEDS. INDICATES RECORD DATA PER DEED TO HENRY RECORDED JANUARY 19, 1931 IN BOOK 1865, PAGE 20 OF DEEDS. INDICATES RECORD DATA PER DEED TO BRADFORD RECORDED AUGUST 31, 1936 IN BOOK 546, PAGE 439 OF OFFICIAL RECORDS. INDICATES RECORD DATA PER DEED TO GAUS RECORDED APRIL 4, 1946 IN BOOK 2088, PAGE 416 OF OFFICIAL RECORDS. INDICATES RECORD DATA PER DEED TO TONG RECORDED MAY 15, 2009 AS DOCUMENT NO. 2009-0258111 OF OFFICIAL RECORDS. /ND/CA TES RECORD DATA PER DEED TO VARNER RECORDED JANUARY 6, 2015 AS DOCUMENT NO. 2015-0003829 OF OFFICIAL RECORDS. INDICATES PRIVATE SURVEY BY STEVEN L WOODS, PLS NO. 6427, DATED JAN. 25, 2014. FOUND 1" /RON PIPE WITH DISC MARKED "DIV HWYS R.W." PER ROS NO. 14508, 19100, MS 734. FOUND .314" IRON PIPE WITH DISC MARKED "LS 1444" PER R1. NOT HELD -SHOWN FOR TIE ONLY FOUND 314" IRON PIPE WITH DISC MARKED "RCE 1.3817" PER PM NO. 21225, ROS NO. 14508, 19100. FOUND 314" IRON PIPE WITH DISC MARKED "LS 5941" PER PM NO. 21225, ROS NO. 14508, 16963, 19100. HELD FOR LINE AS DEPICTED. FOUND 314" IRON PIPE WITH DISC MARKED "RCE 13817" PER PM NO. 21225, ROS NO. 14508, 16963, 19100. HELD FOR LINE AS DEPICTED. FOUND 1" IRON PIPE, OPEN, NO RECORD. NOT HELD-SHOWN FOR TIE ONLY FOUND 2" IRON PIPE WITH DISC MARKED "LS 5941" PER PM NO. 21225, ROS NO. 14508. FOUND 314" IRON PIPE WITH DISC MARKED "LS 2789" PER PM NO. 21225, ROS NO. 16963, 19100, R1. HELD FOR LINE AS DEPICTED FOUND 2" IRON PIP£ WITH DISC MARKED "LS 5941" PER PM NO. 21225. FOUND 1" IRON PIPE, OPEN. ACCEPTED AS MONUMENT PER PM NO. 21225. HELD FOR LIN£ AS DEPICTED FOUND 314• IRON PIP£ WITH DISC MARKED "LS 5941" PER PM NO. 21225. HELD FOR LINE AS DEPICTED FOUND 314" IRON PIPE WITH DISC MARKED "LS 5941" PER PM NO. 21225. FOUND 2" IRON PIPE WITH DISC MARKED "LS 5941" PER PM NO. 21225. FOUND 1-114" IRON PIPE WITH CAP MARKED •Ls 5941". ACCEPTED AS MONUMENT PER PM NO. 21225, ROS NO. 14508, 16963. (PM NO. 21225 CALLS FOR 314" IRON PIPE, ROS NO. 14508, 16963 CALL FOR .314" IRON PIPE INSIDE 1-112" PIPE). COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 Ph 760-230-6025 CLS#1328 M AND N LINE# L1 L1 @ FOUND 314" IRON PIPE WITH DISC MARKED "RCE 7604" PER PM NO. 21225, ROS NO. 14508. HELD FOR LINE AS DEPICTED. ® FOUND 314" IRON PIPE WITH CONC. CORE AND TACK. ACCEPTED AS MONUMENT PER PM NO. 21225, ROS NO. 16963. (PM NO. 21225 CALLS FOR 1" IRON PIPE). HELD FOR LINE AS DEPICTED. SET DISC MARKED "LS 7959" L2 L2 L3 L3 L4 L4 LS LS L6 @ FOUND 2" IRON PIPE, OPEN PER PM NO. 21225, ROS NO. 19100. NOT HELO-SHOWN FOR TIE L6 L7 ONLY. L7 ® FOUND 314" IRON PIPE WITH TACK AND CAP MARKED "LS 6140" PER ROS NO. 16963. NOT L7 L7 HELD -SHOWN FOR TIE ONLY. LB @ FOUND 314" IRON PIPE, OPEN PER PM NO. 21225, ROS NO. 16963. HELD FOR LINE ONLY. LB LB CI) FOUND 314" IRON PIPE WITH CAP MARKED "LS 6140" PER ROS NO. 16963. HELD FOR LINE AS DEPICTED. L9 L9 L9 L9 @ FOUND 314" IRON PIPE, OPEN, CORRODED, ACCEPTED AS MONUMENT PER ROS NO. 4832. L9 L10 L10 0 FOUND 314" IRON PIPE, OPEN, CORRODED, ACCEPTED AS MONUMENT PER MAP NO. 3179, L10 L10 ROS NO. 4832. L10 ® FOUND 314" IRON PIPE, OPEN. ACCEPTED AS MONUMENT PER MAP NO. 3179. L11 L11 L11 ® FOUND 314" IRON PIPE WITH DISC MARKED "LS 1162" PER MAP NO. 3179. L11 L11 L12 © FOUND 314" IRON PIPE WITH DISC MARKED "LS 1162" PER MAP NO . .3179, ROS NO. 8864. L12 L13 L13 ® FOUND 314" IRON PIPE AND CAP MARKED "LS .3189" PER ROS NO. 19100. L13 L13 . L13 L14 Ce) FOUND .314" IRON PIPE WITH CAP REMAINS. ACCEPTED AS MONUMENT PER ROS NO. 8864, L14 L14 19100. L15 @ FOUND 314" IRON PIPE WITH CAP MARKED "LS 3189" PER ROS NO. 19100. MONUMENT L15 L16 APPEARED DISTURBED. NOT HELD -SHOWN FOR L17 TIE ONLY. L17 0 FOUND 314" IRON PIPE, OPEN, PER ROS NO. 16963. HELD FOR LINE AS DEPICTED. L18 L18 @ FOUND 314" IRON PIPE, OPEN. ACCEPTED AS MONUMENT PER ROS NO. 19100. NOT HELD - SHOWN FOR TIE ONL~ L18 L19 L19 L19 ~ FOUND 314" IRON PIP£ WITH CAP MARKED "LS 6140" PER ROS NO. 16963, 19100. L19 L19 L19 CD FOUND 314" IRON PIPE WITH CAP MARKED "LS 6140" PER ROS NO. 16963, 19100. HELD FOR L19 L19 LINE AS DEPICTED. L19 @ FOUND 314" IRON PIPE WITH CAP MARKED "LS 6140" PER ROS NO. 16963 L19 L20 L21 ® FOUND M-10 WITH 2" BRASS CAP PER ROS NO. 18056, 19100. L22 L22 Q) FOUND .3l4" IRON PIPE AND CAP MARKED "LS 3189" PER ROS NO. 19100. L23 L23 L23 L24 L24 L25 L26 L26 RECORD OF SURVEY MAP NO. LENGTH BEARING 451.35' N35"52'58"E 451.18' N35"53'33""E 265.80' N66"55' 45"E 265.80' N66"56'20"E 247.22' N50"31 '56"E 247.22' N50"32'31"E 72.63' N00"31 '03"E 72.62' (Noo·34·5rE > 41.47' N21 "05'24"W 41.44') (N21·10'08"WJ 49.49' N89"27'24"W <49.52'> <S89"55'45"W> 17.51' N00"29'38"E (17.53' N00"30'14"E) <16.80'> <N00"02'W> ll16.80'H Noo·o2·00 .. w 17.26' N00"29'36"E <16.87'> <S00"02'E> ll16.8TH s00·02·00 .. E 40.27' N73"16'3B"E 40.27 N73"14'29"E #40.27'# #N73"18 26"E# *40.27'* *S72"45'W* , ( 40.27 S72"45 W 1) 63.33' N21"17'38"E 63.33' N21 "13'52"E #63.33'# #N21 "18'26"E# *63.33'* *S20"46'W* 63.33' S20"46'W 81.12' N23"12'24"E 81.36' N23"08'55"E #81.so·# #N23"08 26"E# *81.50'* *S22"35'W* 81.50)) s22·35·w 29.08' N34"34' 44"E #29.02'# #N34"35'26"E# 302.51' N00"29'38"E 302.54' N00"30'14"E , 303.02'# #N00"30'25"E# 302.80 I /S00"02"E/ 302.80 J rsoo·o2·E 428.20' N00"29'38"E 428.17' (N00"30'1 4"E #427.92'# #N00"30'25"E# 14.70' N00"29'38"E 14.52' f N00"30'06"El 0.28' N89"30'28"W 39.33' N50"25' 44"W 39.46' I N50"23 46"WI 170.04' N00"29'32"E 170.04' [ N00"25' 37"E I 169.69.H usoo·2o·oo··EH 146.02' N89"31 '36"W (146.08' (N89"34 08"W) <146.10'> <S89"58'W> #146.08' # #N89"2TOO"W# 146.10' I N89"24'54"Wl *146.10'* *S89"58'W* 146.10·' 1N89"58'E ' 146.10' 'N89"58'E l 146.10' N89"58'E 11 146.10 llN89"58'00"EH 0.37' N37"33'13"E 0.15' N21 ·os•24"w 0.13' N89'27'24"W (0.15') (N89"26'5TW) 0.56' N40"09'06"W (0.55') (N40"1 O' 36"WJ f 0.39" I I N89"30 30"WJ 9.09' N89'30'22"W #10'# 0.09' S89'36'37"E 4.61' N73"38'16"W [ 4.85'J I N69"05'29"Wl & OURELL A . "r"~ ~ OREST AVE.i u' 8 a: LAS FLORES o DR a. VICINITY MAP NOT TO SCALE CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 39.33' 25.00' 90'07'57" C1 !39.25'! {25.00'! {89'57' 45"! C2 39.15' 25.00' 89"43'21" C2 {39.29'! {25.00'} {90'02'15"! C3 293.51' 432.52' 38'52'53" C3 [293.51 '] [ 432.52'] [ 38"52'54"] C4 284.23' 500.00' 32"34'14" C4 [284.23'] [500.00'] [ 32'34'14"] cs 269.17' 800.00' 19"16'41" cs [269.17'] [800.00'] [19"16'41"] C6 307.27' 400.00' 44"00'47" C6 [307.27'] [ 400.00'] [ 44 ·04• 4 7"] C7 143.09' 500.00' 16"23'49" C7 [143.09'] [500.00'] [16"23'49"] CB 139.07' 800.00' 9"57'36" CB [138.95') [800.00'] [9"57'07"] C9 10.05' 500.00' 1·09•07" C9 [10.08'] [500.00'] [1·09•20"] C10 274.18' 500.00' 31"25'07" C10 [274.15') [500.00'] [ 31 "24'54"] C11 130.10' 800.00' 9"19'05" C11 [130.22'] [800.00'] [9'19'34"] BASIS OP BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY rs THE CALCULATED BEARING BETWEEN STATIONS "CLSB-128" AND "5-50. 7" OF THE CITY OF CARLSBAD SURVEY CONTROL NETWORK PER R.O.S. NO. 17271. BOTH STATIONS HAVING A CALIFORNIA COORDINATE VALUE OF FIRST ORDER ACCURACY OR BETTER. BEARINGS ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM (CCS 83) ZONE 6, 1991 . .35 EPOCH HORIZONTAL DATUM. THE CALCULATED BEARING BETWEEN STATIONS "CLSB-128" AND "5-50. 7" IS N28"25'24"E. THE COMBINED SCALE FACTOR AT STATION "5-50. 7" IS 0.999959570. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. QUOTED BEARINGS FROM REFERENCE MAPS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. PT. NO. 128 • FOUND 2.5" DISC STAMPED~1 "CLSB-128 LS. 6215" PER ROS /~1 NO. 17271 / / N 2010619.198 / 1 E 6227989.315 // / NAVD88 EL = 28.751'/ / ::'I / / ~<v~~ / / ·""~ ,..._'5 )( / 'o • ,.,_.__, / I r-• b< ~ G'-✓ 16~ ';,.<:::::,~~• ~ / I ~ ~ 'bO;, d' / / ~ ;::'\ 'V ~-/ I "1t' ~ ~ / .,I }:;/-1.1 ,::, ~ 'V ,,. "'<J 'Ii' 0 "' I~ ,<\t (f (f /O({J'-:::'-::: /~~~~ / .P~ ~-~- ---~· Qi ~~ -.l ..,_. / "'j "'j -.l I / -lyl,z. 1C I -.l-1>_. I / If t-J. -1> ~ / PT. NO. 139 ~,..... ~-~ 1 FOUND CADT DISC STAMPED ,,:_~ ~ \ / ~"5-50.7 1989" PER ROS NO. Cl O ' I 11/ 17271. ~ ~ z ,.; N 2007465.166 .::.,, 3, E 6226282.274 NAVD88 EL=84.415' NAD 83 DETAIL NOT TO SCALE SHEET 1 OF 4 SHEETS RECORD OP SURVBY THAT PORTION OF TRACT 7 OF LAGUNA MESA TRACT, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO OFFICIAL MAP THEREOF NO. 1719, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JUN£ 20, 1921, MORE PARTICULARLY DESCRIBED IN DEED TO TONG RECORDED MAY 15, 2009 AS DOCUMENT NO. 2009-0258111 OF OFFICIAL RECORDS. AND THAT PORTION OF SAID TRACT 7 MORE PARTICULARLY DESCRIBED IN DEED TO VARNER. RECORDED JANUARY 6, 2015 AS DOCUMENT NO. 2015-0003829 OF OFFICIAL RECORDS. SURVBYOR'S STATBMBNT 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 KEVIN McCONVILLE AND JORDAN NAGER IN OCTOBER 2015 THROUGH DECEMBER 2 ~ o I 0/21-/11p ~AN C.e:S. 7959 DATE SURVBYOR'SNOTBS 1. A DILIGENT SEARCH WAS MADE FOR All CENTERLINE MONUMENTS SET ALONG THE CENTERLINE OF ROAD SURVEY NO. 843 PER R.O.S. NO. 19100. IT /S APPARENT THAT All MONUMENTS HAVE BEEN DESTROYED BY RECENT ROAD CONSTRUCTION WITHIN THE PAST FEW YEARS. 2. THE CENTERLINE OF ROAD SURVEY NO. 135 WAS REESTABLISHED BY UTILIZING THE RECORD DATA PER R.O.S. NO. 19100 BETWEEN POINTS "A" AND "B" AS DEPICTED HEREON. A GRANT LINE BOUNDARY ADJUSTMENT WAS UTILIZED TO FIT THE CENTERLINE BETWEEN THE TWO POINTS AS NOTED ABOVE. 3. THE CENTERLINE OF ROAD SURVEY NO. 84.3 WAS REESTABLISHED BY HOLDING FOUND MONUMENT "A" OF THE LEGEND AT A 102.94 FOOT OFFSET AS DEPICTED ON R.O.S. NO. 19100 ALONG WITH MONUMENT "j" OF THE LEGEND THAT WAS HELD AN OFFSET OF 30 FEET. COUNTY SURVBYOR'S STATBMBNT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LA~ SUR~OR'S ACT THIS ..Jl!!f_ DAY OF ::J:~~~ 2016 .THOMAS, LS. 7131 FOR THE COUNTY SURVEYOR RBCORDBR'S STATBMBNT FILE No. c,'lo\<o -7ooo4SO FILED THIS .;lo11-f DAY OF oc.::t:P.gJi= AT .3 •. \Ol O'CLOCK IN BOOK OF RECORDS OF SURVEY MAPS AT PAGE ______ AT THE REQUEST OF SEAN C. ENGLERT. ERNEST J. DRONENBURG, JR. ~ ~ COUNTY RECORDER BY: ~~ DE UTY C TY R OR ER FEE $16 APN 156-J50-1Z156-351-02 AND 05 CCI 366-1659 RECORD OF SURVEY MAP NO. "@ "@ 22} ~~@ ~~@R) ~~I d d a ~-d (1§) @iii t:::!l O t:::!l c:!, c:, IN?) @ 22} ~ @ a "@ @ 2:fil a ~ a t:::!l : ::1: en en -.J (J1 ~ ,,....._ z OJ <O ,._; (J1 0 C,I ~ en en :-J (J1 N -...; I~ 0 I~ 2:fil f'T1 ~ 1~ ~ CJ I l'Tl @ ~ D F c:!, I~ I I~ :I: 16 I C,I I (P ,~ -f>:. [p@OOa "iima ~ SEE VIEW "A" Noo·29•32"E 588.89' (Noo·25'37"E 589.40'] ,,....._ zz co OJ <O <O vl (.,4 oo r-.ir-.i N.i,,. • • ::E ::1: NN CX) CX) (P (P :...i :...i Ne,, -...; . <Noo·o2·w ±209.87'> Noo·29'36"E 21 o.30' '• 193.04' <±192'> I ® 1!Noo·o2·oo"w ±192.oo'H I~ ;g SEE IMPROVEMENT o ~ DETAIL "A" ON \ • SHEET 3 I J (Noo·30'14"E 192. 94') ~ Noo·29'04"E 192.91' @~-r----47_79• (47.82') ,,....._ zz CX) co <O <O N rJ (J1 (P I I 0 ""'". I vi N • • ::E ::E C,I C,I I OJ co ........ 3~ I I l I I I ~-L4-©~~ ,,...... I .... z z en co CX) !'-1 <O <O vi N N I SEE IMPROVEMENT CJ!_ U!. en. DETAIL "B" ON -,..... O.i,,. _. <{ N. 1 SHEET 4 en ==-:{ ~ !'-1 t C,I .... .... -.J ~~, .._;; :....:.... ~ en e,, -...; . 145.11' (14 . ~-..,.....33.99' (34.00') POINT "A" OF SURVEYOR'S NOTE NO. 2. [M]m OO@a ilo'il® ffilrua iJ'OOa o' 00@® OO@a 'O~® ma '() ~ OO@a 'Oo'il® i ROAD SURVEY 84 ~() VIEW •A• SCALE: 1"=100' lru@® OO@a 'O®il®'.ID ~ ~@a 'iJo''iJ@ [p@[ffia "iima o' 139.89' (139.89') M 111.12' (111.12') [N89"29'54"W 40.00'] N89'30'22"W 40.00' 25.80' [25.81'] N89'30'22"W 40.00' L13 L14 N q_ L N00'29'38"E 308.38' [M]&J? OO@a 'Oo''O® [p@OOa "iima ® lru@® OO@a ~~ 479.93' #479.64'# ((N00'02'W 479.64')) -------------~-~ Q\ u 494·53' (494·15'] FIO FICO D~IVe C,I q_ \V q_ f0~-------,,-~~ 01 I Iv\ ,.,...-4.-.....i.----\V=-.._ Noo·29'38"E 210.88' N00'29'38"E 83.9 ' c ~ \CJ -... N00'29'38"E 83.80' Z Q zz 0i jN0'02'22"W 83.91'} ~ ~--),--.. -~ {N0'02'22"W 83.90'!1 Ill co I -------------NOO 39 52 E -N0-0-;21'41"f(Ff) I ~ ~ j N00'12'59"E(R) 60.00' I "!.v!. I N00'29'38"E 782.44' #N00'30'25"E 782.66'# I ~ ~ I [N00".30'06"E] *N00'02'W 782.44'* 1 zz OJ CX) <O<O c.,l ui O<O N.Ul Ne.,., : . ::E f'T1 COASTAL LAND SOLUTIONS, INC. rr,l'Tl I ~ -< cl I .... .... ~ OO@a 'Oo''il® roooa ma ® GRAPHIC SCALE _l_06.14' 3.31. 94' [ 331. 93'] 1"=60' N00'29'.38"E 466.68' [N00'.30'06"E 466.68'] 577 SECOND STREET ENCINITAS, CA 92024 Ph 760-230-6025 ~g I >~ I 3 q_ I ~ ~@.. < ~ ~'1171® I I flip! I oo co 0.3 j __ ~ 0 60 120 180 r I CLS#1328 M AND N SHEET 2 OF 4 SHEETS 00@@ ~@a '()~ [M]m ~@a 'ii'()~ VIEW "a• SCALE: 1 "= 150' CCS '83 GRID NORTH SEE VIEW "B" "'O 0 z -I • m • APN 156-350-12156-351-02 AND 05 CCI 366-1659 CL CLF 2.2' WOFBL~ -0 -0 -0 I -0 -0 -0 ' 0 I 0 I 0 I 0 I 0 I 0 I 0 @il I D 0 ~ I 0 D I @:s @ 0 @:, I 0 I 0 I 0 en I N 0 ci I N 0 w I ~ 0 I") I Ol 0 N I b 0 0 z I 0 ~, Uo I 0 I 0 I 0 I 0 I 0 I I I I @il I 0 ~ I D I @s @ I @:, ...J m ~u.. zO 5en u... w OC! u ... z w ~ uw <( (.) ~ LL. z ...J ID :;::! u.. zO 5en ...... 0~ WO uw <(U LL. z N89"31'36"W 146.02' [Ml&[? fm@a iJ~i]@ [p@frua ffla ~ z "' ... w u ...J <Cm LL. u.. eno ---------- RECORD OF SURVEY MAP NO. -------z ~. ~ --- ...... ------(I) .... _J ~ _y-- w m-·«t m -u ----<C LL a. lJ... O> ~ ...J ci «t m w -- z z ;..... C! ci ... SHEET 3 OF 4 SHEETS z co ci ---1.1.. O W 0 -------(I) z a. LL. (.) ...J w w O <(CO U...J W U...J en ~...J '<t co en Cl'.! ...J -.t-co -------.t--a.. LL. WO -----WF -□-o-o-o-o-o-o-o-o-o-o-o-o-o-o w\ )~~ ~: 521.49' ~~ ~: / en° N89"27'24"W en o en° rl--__ WF""-__,,,_i.. ~-0-0-0 I -o-o~ I -----'-'"o--o..!.--" o-o- en ...J co C! LL. coo fu EP 3.1' S OF BL W FACE OF WALL 0.4' E OF BL !LI co !:"J Ol N b 0 z W FACE OF WALL 0.2' E OF BL W FACE OF WF 0.2' E OF BL ~ ...J ~ ':.t-u..~ ~...J ffi a... u..co u.. .-...J O OIJ.. Ot.&.. 1.1..CO ~?:; WO WO d~<C u 2 Uz ...J LL. i-) <( <( uz Wei u..N u..co (/) ~ (/) ~ CLF CLF N89"25'34"W 472.02' z ...J co U'! LL. -o LL. ...J a.. u w LL. 0 ...J (.) I I I I I I I I I I I I I I r--___________ .L_ __ _ I I I : fJ ...J <( I-w 0 I-z w ~ ~ 0 0::: a. ~ w w en en~ z en~ CL CLF 0.5' W OF BL I ') ffi ·~=~~~~~~~~!'!!!!!19!!!!!!.-Mi!ll"~--------------~--i...a---'i--iiiiii .. ;;i,-~p:;;;-LiiiiiF.lliiio_-~o~Jc'.-:_o-=..-o.=-_"-=WE_o-_o=-c~-o-\ ___ _ I I --J I ... ~~ Uen I ...J u Cl CtS ~ COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 Ph 760-230-6025 CLS#1328 M AND N N89"30'24"W 195.51' (p@frua ffla ~ IMPROVEMENT DETAIL •A• SCALE: 1 "=20' LBGBND BL CL CLF E EP N s w WF BOUNDARY LINE CENTERLINE CHAIN LINK FENCE EASTERLY EDGE OF PAVEMENT NORTHERLY SOUTI-IERL Y WESTERLY WOOD FENCE APN 156-.350-12,156-.351-02 AND 05 CCI .366-1659 < : -' <( I-w a I-z w ::?: ~ 0 a:: a. ~ w I w (/) I I I I I I I I SEE IMPROVEMENT DETAIL "D" W FACE OF TOP OF WALL----.__ 4.7' W OF BL ~ W FACE OF TOP OF WALL-......._ 3.3' W OF BL ........._ , ~ 0 0 a-a O 0 1 '\""'-._W FACE OF WF / 0.7' E OF BL W FACE OF / TOP OF WALL 1 2.1' W OF BL/ I -✓ ---------W FACE OF WF __.- 0.3' W OF BL W FACE OF~~ TOP OF WALL 1.2' W OF BL co N ui N w co _t'J 0) N 0 0 z t ~ Im@" 'il"tl'il® [?@00a ma "ti IMPROVEMENT DETAIL •c• SCALE: 1"=20' SEE IMPROVEMENT DETAIL "B" (/} ix? ....J ~CD a.. I.&.. WO --I- --I- CLF ~ lm@a 'il "tl'Q@ IP@OOa m" "ti Z....J CD if? I.&.. .... 0 a.. w I I I I I I I I I 362.93' COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 Ph 760-230-6025 CLS#1328 M AND N z ~....J l'l CD a.. I.&.. WO RECORD OF SURVEY MAP NO. W FACE OF TOP OF WALL----.__ 4.7' W OF BL ~ W FACE OF SEE IMPROVEMENT DETAIL "E" r a W FACE OF WF~ 1.0' W OF BL W FACE OF WF 1.0' W OF BL a- t TOP OF WALL-......._ IMPROVEMENT 3.3' W OF BL ........._ , "'( 0 □---□-=□ .-i,ur--u-c-oo-----□u~c DETAIL ·D" -□ 1 ""'-._W FACE OF WF SCALE: 1"=20' 1 0.7' E OF BL SEE IMPROVEMENT DETAIL "C" SEE IMPROVEMENT DETAIL "C" t (0 N ui N .... z _!.,.I • i:o O? ....J t') 0 CD o, a.. I.&.. f'I WO 0 0 z \ lli'.j]i%[p lm@a 'il "tl'Q@ IP@OOa 'IT'OOa "ti 111-------·W FACE TOP OF WALL 1.9' E OF BL \ \ \ ,_--E FACE AT TOP OF WALL 2.2' W OF BL .--W FACE TOP OF WALL 2.5' E OF BL .---S FACE BOTTOM OF WALL 5.2' N OF BL N89'27'24"W 521.49' N89"25'34"W 472.02' EP EP 158.58' IMPROVEMENT DETAIL •9• SCALE: 1 "=20' WALL I.&.. z O· I') w :::i: ui uo ....J <l=....JCD L&..o<i!1.&.. UlCD3::0 CL OF CLF o 3.1' W OF B-c-----; l I 0 CL OF CLF /· 7.0'WOFB~- WFACE OF WF~ 2.9' W OF BL / r r r r w FACE OF WF 01 (\J ~ ,-.: ~ 00@" 'il"tl'il® [?@00a ma "ti N------- ~ Lu : io rrJ f>I If) 0 2 f 1.0' W OF BL~0 a-IMPROVEMENT DETAIL •E• SCALE: 1 "=20' SEE IMPROVEMENT DETAIL "D" 20' (/) ~ Ii n 30' §) [r:::, 'i? @v D @ ~ ®=, ii r---'----- N00"29'38"E 17.51' () \) CLF (· (/} ....J z ....J CD CD if? I.&.. -:.i: I.&.. 00 00 ~ u I.&.. 0 ....J u a.. w 0... () IL SHEET 4 OF 4 SHEETS LBGBND BL CL CLF E EP N NW s w WF BOUNDARY LINE CENTERLINE CHAIN LINK FENCE EASTERLY EDGE OF PAVEMENT NOR1HERLY NOR1HWESTERL Y SOU1HERLY WESTERLY WOOD FENCE APN 156-.350-12, 156-351-02 AND 05 CCI 366-1659