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2009-323207 R S . MAP NO,, Z 050 7 1 LEGEND GP5`POINT No. 1 024 — 134N= SHEET 1 OF 5 SHEETS Q INDICATES SET 24" LONG GALVANIZED IRON PIPE WpTH 2" DOMED N . C , T , D 18416 FOUND 2 112" BRASS DISC PER ROS - 00'34'7.97" BRONZE CAP SET FLUSH STAMPED AS SHOWN IN DETAIL 1 HEREON OR S. 70 MONUMENT TYPE AS NOTED. �,, • -� "____ ;, __ INDICATES FOUND 2 -1/2" ALUMINUM CAP AS NOTED HEREON ! P108 RECORD OF SURVEY OF i STAMPED AS SHOWN IN DETAIL 2 a •• �'`� A PORTION OF THE NORTH COUNTY TRANSIT DISTRICT (N.C. T.D.) FORMERLY THE o c� � A.T. &S.F. RAILWAY, OF VARIOUS WD1H RIGHT WITHIN SECTION 16 OF INDICATES FOUND MONUMENT AS NOTED 4Z •� � TOWNSHIP 13 SOUTH, RANGE 4 BEST S.B.M BEING DESCRIBED IN DOC. NO. °v � • v a �~ 1992- 0802209 RECORDED 12 -15 -1992. Q INDICATES FOUND 314 IRON PIPE W \DISC STAMPED „ R. C.E. 12725 200% • • � �q0 PER PM 11914. �'ly MONUt��� GPS PAINT N0. 327 Q INDICATES FOUND 314 IRON PIPE W,DISC STAMPED "L.S. 6007'" FOUND MONUMENT PER PER ROS 14228 DETAIL 1 PER DETA8, STAMPED BA CIF BEARINGS IL INDICATES N.C. T.D. RAILROAD RIGHT-OF-WAY LEGEND CON T CONVERGENCE . ANGLE A T GPS STATION COORDINA TES AND BEARINGS FOR THIS SURVEY ARE BASED ON THE ROS (NDICA TES RECORD OF SURVEY ``' NO. 325 CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, 1991.35 EPOCH, (RAD) INDICATES RADIAL BEARING SE CTION �� • SICALE 1" = 2000' ADJUSTMENT, 1ST ORDER HORIZONTAL CONTROL, PER RECORD OF SURVEY PM INDICA TES PARCEL MAP C � H DWYS RE 9623. D ATA PER CALIF. DI V. OF SECTION 16 NO. 14310 AND 18416 AT THE FOLLOWING STATIONS: • CI 1 TA S.N.F. INDICA TES SEARCHED NO MONUMENT FOUND ] ]2 INDICA TES RECORD DA TA PER CALIF. Dl V. OF N BL VD. SDGPS23 - N 1825811.54 E 6256845.34 ( ) INDICATES RECORD DATA AS NOTED HWYS RIGHT OF WAY MAP XI- SD -2A. GPS POINT N0. 1024 - N 1968854.614 - E 6242001.192 Ill INDICA 7FS RECORD DATA PER RAILROAD RIGHT OF GPS POINT NO. 326 ELEVA 71ON A T GPS STA 71ON NO. 325 - 99.68' N. G. V.D. -29 ( )l INDICATES RECORD DATA PER ROS 8475 WAY AND TRACK MAP NO. CECL 230 - 12303. FOUND MONUMENT PER ( )2 INDICATES RECORD DATA PER ROS 15438 ROS 20279, STAMPED A GPS SURVEY WAS PERFORMED HOLDING THESE STATIONS AS FIXED { ]2 INDICATES RECORD DATA PER ENCINITAS 2 ,.,� PER DETAIL 2. DISTANCES SHOWN ON THIS SURVEY BETWEEN GPS CONTROL STATIONS ARE ( ),3 INDICATES RECORD DATA PER ROS 15473 RAILROAD STATION MAP NO, C.E 25560. GRID DISTANCES. ALL OTHER DISTANCES SHOWN HEREON ARE GROUND 4 INDICATES RECORD DATA PER PM 11914 113 INDICA 7ES A. T. & S.F. RAIL WA Y STA TTON Tr ` D . DISTANCES. TO OBTAIN GROUND LEVEL DISTANCES, MUL 77PL Y DISTANCES ( ) GROUND SURVEY BOUNDARY MAP C.E.C.L. 3 / r r '�� 5 �' I 0 BY 1 10-9999683Z QUOTE BEARINGS AND DISTANCES FROG! REFERENCE ( )5 INDICATES RECORD DATA PER PM 12092 ©v� 1 V1 r .P :.1 J � EEDS ARE GROUND DISTANCES UNLESS OTHERMS£ NOTED. I9 (/ 6 INDICATES RECORD DATA PER R. S. 1083 DRAWING NO. 71- -31090 DATED 8/9/1971. AAr 114 8 > . m NOTE: RAILROAD CENTERLINE STATIONING AS SHOWN ,.-" -l:. CL Q ( )7 INDICATES RECORD DATA PER ROS 14228 HEREON, IS TAKEN FROM F RIGHT OF WAY ANO TRACK MAP" 4 IAN STATEMENT C 3 -123 AND 24 - 15 SECTION 16 TA FE DRIVE )DD4 INDICATES RECORD DATA PER GRANT DEED DWG N0. ECL 2 0 03 0 2 31, STATIONING GPS POINT NO 325 SURVEYOR FILE NO. 82- 366980, RECORDED NOV. 30, LABELED I ORIG R /W". SECS 21 SEC 710N 22 FOUND MONUMENT PER 0 2 0 0 -� �� THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN 1982. NOTE: HIGHWAY CENTERLINE STATIONING AS SHOWN HEREON Z ROS 20279, STAMPED 4 '� CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT /XX\X IND ICA TES APPROXIMA TE' MILE POST IS FROM CALIFORNIA DI VISION OF HIGHWAY CDH L. a RIGHT PER DETAIL 2. R OC M 4�� AT THE REQUEST OF NORTH COUNTY TRANSIT DISTRICT IN OCTOBER, 2008 AND IND ( , MONUMENTED /N MARCH 2009. XXX 0 WA Y MAP NO. L. 0. 962 AND CDH RIGHT F Y DESIGNATION F 3 T O WA MAP DETAIL 2 XI- SD -2A, SHEETS A -18A1, A -18AZ A -19A1 AND A -19A2. ; Q (,AND S BovNVi�IRr N OM • CAS BY 11-EE SEA ___ TNIS SURVEY IS A RETRACEMENT OF A POR77ON OF THE ATCHISON, TOPEKA AND SANTA FE (A-T, & S.F.) RAILWAY RIGHT -OF -WAY AS CONVEYED TO THE 1 • GARY L. HU . P.L.S. 7019 DA IF ' NORTH COUNTY TRANSIT DISTRICT (N.C. TD.) WA A QUITCLAIM DOCUMENT NO. 1992 - 0802209 AND RECORDED 12 -15 -1992. AT THE TIME OF SALE THERE d at e REGISTRATION EXPIRES 06 -30 -10 * t e s 6-3 � WAS A TITLE REPORT PREPARED BY CHICAGO TITLE COMPANY AND A SALES EXHIBIT THAT DEPICTED IN A GRAPHIC EXHIBIT ONLY THE LOCATION OF THE 1 - 1 /1 - 1-4 .t ' J 4 1 J . A. T.. & S.F. RAIL WA Y RIGHT=- OF —WA Y AS IT WAS BELIEVED TO EXIST A T THE 71ME. THERE WAS NO SURVEY DONE A T THE DA TLS OF THE SALE AND A QC(ITCLA/M STYLE DEED WAS EXECUTED. PROJECT DESIGN CONSULTANTS (PDC) HAS BEEN PROVIDED A COPY OF SAID QUITCLAIM DOCUMENT, SALES t t r FOF' CAt�F £XH181 T, Tl TLE REPORT AND A SET OF SCANNED RAILWAY MAPS TNAT N.C. T.D. INHERI TED AT THE 71ME OF SALE. 2223 SEC7101V 21 SEGT101� 22 .� .� ----* THESE RAILWAY MAPS ARE OF A REASONABLE LEGIBILITY BUT SOME DETAIL IS DIFFICULT TO READ. PDC HAS MADE A DILIGENT EFFORT TO DATE TO — r'� ACQUIRE A CLEAN SET OF T NE ORIGINALS FROM A NUMBER OF SOURCES BUT HAVE BEEN UNSUCCESSFUL TO DATE. WE HAVE BEEN UNABLE TO LOCATE r � , - J a , THE ORIGINALS AND CLEARLY l HEY HAVE NOT BEEN UPDA TED FOR SOME TIME. THAT BEING S 7H Y E ARE IN MY OPINION THE MOST COMPREHENSIVE 00 �, • p COUNTY SURVEYOR STATEMENT RECORD OF THE RAILWAY INTENT WITH RIGHT -OF -WAY STATIONING AND SOME REFERENCE TO SECTION LINES AND VINTAGE SUBDIVISIONS AND ARE THE � can , PRIMARY SOURCE DOCUMENT FOR THIS R£TRACEMENT. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE L PROFESSIONAL LAND SURVEYOR'S ACT T NIS I S 0A Y OF j y _ 2009 THE PURPOSE OF THIS SURVEY IS TO RESEARCH, DOCUMENT, RECOVER AND MONUMENT THE NORTH COUNTY TRANSIT DISTRICT (N.C. T.D.) RAILWAY RIGHT -OF -WAY BASED UPON THE BEST AVAILABLE EVIDENCE. TO MY KNOWLEDGE THERE HAS BEEN NO RECORDED COMPREHENSIVE RE7RACEMENT OF THE � /.AND SG ENTIRE RAILWAY. THE DEED DOCUMENTS CONTAINED IN SAID TITLE REPORT HAVE BEEN REVIEWED AND ARE DEPICTED ON THIS SURVEY. SOME OF THE ��'`' eE T. t% DOCUMENTS ARE GRANTS FROM THE UNITED STATES CONGRESS TO THE RAILROAD 7HROUGH THE PUBLIC LAND SYSTEM. SOME VINTAGE DEEDS DATE FROM THE LA T F 1800 AND ARE D/FFICUL T TO READ W TH MINIMAL REFERENCES TO 714E LAND NET. WERE POSSIBLE HE HA VE PRO WDED A DEED ` NCE T. CONNORS. P.L.S. 5099 6- REFERENCE AS IT RELAT TO THE LAND LINES RETRACED HEREON. DEED LIST REGISIRA77ON EXPIRES 06 - - No. 5099 * THE A. T. 8c S.F. RAfI WAY WAS BUILT AND COMPLETE TO SAN DIEGO I N 1 NE MID 1880 S. PDC HAS BEEN PRO VIDEO A SET OF PHOTOCOPIES OF THE D01 ACT OF CONGRESS OF MARCH 3, 1875 (18 STA T. 482) EXPIRES 6/30/11 A E RAILWAY SURVEY FIELD NO TES DATING BACK TO THE EARLY 1900'S. THE MAJORITY OF THE NOTES ARE REGARDING TOPOGRAPHY OR DD2 DEED FROM THOMAS RATTAN, TO THE CALIFORNIA VARIOUS VINT G -� • FoF STAKING PROJECTS ALONG THE LINE. THERE ARE SOME FIELD NOTES 5HOWNG FIELD TIES CONNECTING FOUND SECTION CORNER MONUMENTS TO THE SOUTHERN RAILROAD COMPANY (PREDECESSOR IN OF RAILWAY RIGHT —OF —WAY. IT APPEARS THAT THE MINIMAL TIES MADE TO SECTION CORNER MONUMENTS ARE DEPICTED ON THE PROVIDED RAILROAD MAPS. oa' INTEREST TO A.T. & S.F. RAILWAY COMPANY) BOOK 41, PAGE 52 OF DEEDS SOME TIME IN THE MID- 1900'S THE NOTE'S REFER TO AND RELY UPON FOUND 2 IRON PIPES SET AT STATION ALONG THE CENTERLINE RAIL GEOMETRY. A w' RECORDER STATEMENT SMALL NUMBER OF MODERN SURVEYS HAVE EXCAVATED AND FOUND THESE 2 IRON PIPES AND RELIED UPON THEM FOR THEIR RETRACEMENT SURVEYS. DD3 DEED FROM A. T. & S.F. TO SANTA FE LAND PDC HAS WEIGH7FD THESE SURVEYS AS THE BEST EVIDENCE IWERE APPLICABLE ALONG THE LINE. IN RECENT 71MES THERE HAS BEEN A LARGE IMPROVEMENT COMPANY, RECORDED DEC. 26, 1975 FILE NO. C _ � ,2 03i O 7 INCREASE IN THE VOLUME OF TRAIN TRAFFIC AND INE NUMBER OF RAIL CONSTRUCTION IMPROVEMENT PROJECTS FOR BRIDGE REPLACEMENTS AND IN FILE 75-- 365814, O.R. (SAID DEED APPEARS TO 1 * DOUBLE TRACKING. UNFOR7UNA TEL Y THIS HAS MADE GETTING PERMISSION TO EXCA VA IF UNDER RAILS FOR IRON PIPES THA T MA Y OR MA Y NOT BE THERE BE MISSING FROM COUNTY RECORDER ARCHIVES ) �D THIS _DAY OF N A� _ _, 2009 AT _1 f 0 CLOCK A • M., IN THE BOOK OF IMPRACTICAL. ADDI7I0NALL Y, IN THE MID- 1990'S THE TRACK STRUCTURE WAS UNDERCUT AND A DEEPER BALLAST SEC71ON ADDED WHICH MOST LIKELY ` RECORD OF SURVEY MAPS, AT PAGE _ _ M AT THE REQUEST OF GARY L. HUS, 1 DESTROYED MOST IF NOT ALL OF THESE MONUMENTS. DD4 DEED FROM A. T. & S.F. TO CALIFORNIA SURFING • PRODUCT5 AND BROOKS GIFFORD, RECORDED NOV. FEE: $ 18. 00 DAVID L. BUTLER IN GENERAL, THE RAILROAD DID NOT ADEQUATELY MONUMENT AND MAINTAIN THEIR ACQUIRED RIGHT OF WAY OVER THE LAST 1100 YEARS. SUBDIVISION 30, 1982 IN FILE 82- 366980. COUNTY RECORDER MAPS AND O T HER RECORDED SURVEYS HAVE DET ERMINED THE RAILROAD RIGHT OF WAY ON ONE SIDE ONLY, COMMON WITH THEIR SURVEY. THIS HAS RESULTED IN THE RAILROAD RIGHT OF WAY SIDELINES BEING INDEPENDENT OF EACH OTHER, AS SHOWN ON THIS SURVEY, THE RIGHT OF WAY WIDTH MAY 005 DEED FROM SANTA FE LAND IMPROVEMENT COMPANY TO OR MAY NOT BE THE RECORD WIDTH. ENCINI TAS DEVELOPMENT CORPORA770N, RECORDED BY.• ' THIS IS A GENERAL SUMMARY OF THE WIDE RANGE OF AVAILABLE EVIDENCE TO EXECUTE THIS SURVEY. THIS SURVEY HAS BEEN CONDUCTED IN A WAY SEPT 29, 1978 IN FIL 78- 414952. DEPUTY COUNTY RECORDER TO ALLOW FUTURE SURVEYS TO CONNECT TO AND PROVIDE A SEAMLESS RETRACEMENT OF THE ENTIRE RAILROAD RIGHT -OF -WAY. SUBSTANTIAL AND DURABLE MONUMEN T5 HAVE BEEN SET AT ANGLE POINTS, POINTS OF CURVATURE AND ON --LINE ALONG LENG TN Y TANGENT POR TTONS. SPECIFIC NOTE'S ARE SHOWN WHERE APPLICABLE ON INDIVIDUAL SHEETS. �5�23 FOUND 2 1/2" BRASS • DISC PER ROS 14310 PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Engineering I Survey APN 258-19 R • MAP NO 20507 cFo SHEET 2 OF 5 SHEETS - 00'34'17.97" OF�c J N 71 8 CCS 83 GRID NORTH ..rr�� I CONVERGENCE ANGLE AT L 3 4 6 6 7 8 STATION 325 W NOTE: THIS SURVEY HAS 1 -2-4 ACCEPTED THE SAN -5 DIEGO COUNTY SURVEYORS RETRACEMENT OF .rte GRAPHIC SCALE E " y THE CENTERLINE OF " E" STREET AS SHOWN ON '�i M A P t� 3 4 50 0 m 50 100 ROS 15473. THIS SURVEY DISAGREES BY APPROXIMATELY 0.5' NTH ROS 8475. ROS } 15438 AND C.R. 22957. 1 inch = 5 ft �...., MAP X12 � � BLOCK 7 " �A ST BL O CK 6 1 2 3 4 1 2 3 4 -P MAP 148 i 16 14 13 - 12 11 10 9 N84 *05'17 "E .2 25.00' (25')3 P& I 19 FD 314" IRON PIPE SET BRASS DISC PER W \DISC STAMPED SD CO. " LEGEND IN CONCRETE FD STREET SURVEY MONUMENT W�BRASS DISC STAMPED I t ENGR PER ROS 15473. N05 58 50 W WALK. �, R.C.E. 26175 PER PM 19712. ACCEPTED AS CENTERLINE (N05 '58'S1 "W 481.76' PM 19712 0.48' INTERSECTION F" STREET AND VULCAN AVE �,,.. N05`58'07 "W 481.76 N05'5622 "W 480.21 ' VULC" V E (N05'S9'16 "W i 2500.36')2 A N05'58 50 "W 2499.73 79.52' 77E 440 - - 481.76 N05'59� 6 "W FD LEAD & DISC STAMPED CALCULATED LOCATION OF IRON N84'01'10 "E SET MONUMENT AT RIGHT ANGLES TO FOUND 3/4" IRON PIPE PIPE FOUND PER ROS 8475 AT 24.92' RAILROAD RIGHT OF WAY, NOT ON CENTERLINE 80. W,BROKEN PLUG. ACCEPTED L.S. 7790 PER C.R. TIE -LINE ONLY EXTENDED. AS MONUMENT PER ROS 15473 22957. HELD FOR POINT R/R STATION 1876 +41.60. NOT o AND ROS 20308. ,��., o ON THE EASTERLY LINE SEARCHED FOR. SEE SURVEYOR'S o (A. & S.F RAILWAY) NOTE ON SHEET 1. N -CT D. R ' CENTERLINE OF ORIGINAL 200.00 ;* RAILROAD. ° GHT CAF FOOT WIDE A. T. & S.F. RIGHT OF LIMITS ® F THIS � � � � WAY SURVEY '� /m WA `' "� N N 25.1' TO CENTERLINE Y. N05 °58'50 "W EXIS77NG TRACKS AT (156.30')1 RIGHT ANGLES. 1 2540,53 0 1 N HELD I N05 58'50 "W (N05'21'55 "W)1 2146.73' (214Z 1571 40.00 2106.73 2107.15 1 SEE Ras 20308 i 1 (4 40' 439.59' 162.18 225.00' �"`-� -- 225.09' -�-►• , 40.00 )5 (162.15')5 (225.00 )5 - � o (225.00')5 FD 3/4 " IRON PIPE W�DISC FD 3/4 " IRON PIPE W \DISC _I O h ° '� 3/4" IRON PIPE W �DfSG STAMPED L.S. 4368" PER ROS o coo STAMPED "R C.E. 12725" PER PM STAMPED "R. C.E. 12725" PER PM ui Qo • r' 1209'2. ACCEPTED AS POINTS ON 12092. ACCEPTED AS POINT ON �.. 8475 WAS SEARCHED FOR AND NOT FOUND. SET MONUMENT PER LEGEND. THE WESTERLY RIGHT OF WAY OF THE WESTERLY RIGHT OF WAY OF `" N.C. T.D. RAILWAY. N. C. T. D. RAILWAY. r . ....■. ... r.r ... .► .r . � s �., $�,,� 57.84' ( 4�? r ° � � � (5784)1 ,� .BAR GEL 9 ;,, PAR 0 �L 8 .BAR 0 P l 7' PA R C I� L rc) 0 �, �, N05 58 50 ��� y F PORTION OF A. T. & S.F. RIGHT OF z. z r - � „ j^ M 14 oo � � F WA Y GRANTED PER DD3 C v j\j] FD SPIKE AND WASHER STAMPED L.S. w S� ♦ C 2 3997" PER C.R. 18559. ACCEPTED AS " " ,(�f,� .� .� 148 FD 314 " IRON PIPE W\DfSC CENTERLINE INTERSECTION E ... ._ " " � 2 �I STAMPED R.C.E. 12725 PER PM STREET & HWY 101. 6 12092. 181.95' (182.18')5 ---� 482.75'(483.06')5 10.05' N05 *5923 "W 665.01' (10.05')3 0 LEAD & DISC (N05 '22'18 "W 665.22)1 90 0105 " HELD PER �- ° PER ROS 8475 (N05'22'18 "W C OAST IGI�WA Y 1 �1 962.93')1 ROS 8314 AND 8475. 14 S. N 05 °59 "W 962.99' REVISED CENTERLINE PER ORIGINAL CENTERLINE PER MAP 148 i i XI-- SD--2A C) 'h e .e• ...• ............. r.............................. �` e e a ..•m• •. . .••.. •.• . .. • . .r•e• .. •.•. « •... . • ..•. wNwNwNSOe•as ma N•.ws••. • swm em ••weNe•re. a w. • • wwwww. •'J1r�. w ••• ... wNw•w.w • ..�.+ NN www. e. wN.11• ..• w u .w1•. .a . •. `�''� .................. N N•N•sN•oweN•s•NaesN• •NwNN••NN•NN•NN•N s•esmeeN•PN.PwwNN..NN e • •wwe. e•NP s•M• .• «• ♦ NY M M ♦ ... • ew.wN.. •w.IwwM• • IIe.Iw..w•w . w.•.. O• M.. O... www N. 4. NN... N. e. IN•. .w. NNN• a• N. NN• N. w••• ww...• Ne• e•. NN• awP•• •Y•..1•.m••w..NNN•e•N•N•..N•............................. 1 • O �•. • e • I O P • • • 1 1 • • e O • • • I • • r I • • . • • e • • a a e i i ° e i i • i e i i i i !'.IA i o i i i i 7•^ e s i e i i 'ti. A e � • M + B B L OC K 6 .� SLOCK 6 �, 7 6 6 7' 8 tQ J 2 3 4 6 6 7 8 C 1 2 3 4 6 6 7 8 MAP 148 r qj �� 1 4 8 MA 14 � s MA � w PROJECT DESIGN CONSULTANTS Planning I Landaaape Architecture I Engineering I Survey APN 258 --19 0507.1.. R# OF S. MAP NO, SHEET 3 OF 5 SH SETS CFO i -00 °34'17.97" . r-� r� I tip �� - �L r L 8 GRAPHIC SCALE CCS 83 C--� 1 2 GRID NOR Ty 50 0 25 50 100 CONVERGENCE ANGLE AT — 1 3 30 W E" r- &�� STATION 325 MAP 33 G:1 t IN FEET } c I 1 inch = 50 ft. MAP 38 SAM SMJTH"S SUB., MAP 33 BLK :Flj I BLOC A � 6 10 9 16 16 14 13 12 11 10 9 16 16 � I FD STREET SURVEY MONUMENT W 1 BRASS DISC STAMPED "R.C.E. 26175" PER PM 19712 CENTERLINE VULCAN I ACCEPTED AS CENTERLINE INTERSECTION AVE NOT A PART OF "G" STREET AND VULCAN AVE THIS SURVEY N05 °58'07 'W FD NAIL AND WASHER IN AC UNREADABLE. _ _ ACCEPTE_D AS NAIL AN D _WA - - 481.76' _._. _ ~" N eor (N05'S9'16 "W VULCAN STAMPED "L. S. 4813'" PER PM 16027. I o I � A VE 2500.36 }2 N05 58 , 50 W 2499.73 �-�— 481.76' RIGHT D T C, � � OF 962.07' �"``'� 615.67' N84Vl'10 "E SET MONUMENT AT RIGHT ANGLES TO N84 "E 24.82' RAILROAD RIGHT OF WAY, NOT ON CENTERLINE (A.T & S .F. RAILWAY) 30 .03' TIE -LINE ONL Y EX T ENDED. TIE -LINE ONLY 7c,r-T,,nm,,,.,,rkj �- CENIERL JNE OF ORIGINAL 200.00 N. v T AT RIGHT FOOT WIDE A. T. & S. F. RIGHT OF 25.1' TO CENTERLINE $ ANGLES TO RAILROAD RIGHT WA Y. OF WAY, NOT ON EXISTING TRACKS AT RIGHT CENTERLINE EXTENDED. ANG ES. N05 °58'50 W 2540.53' N05 °58'50 "W (NO5'21 '55 "W)1 i 2146.73' (2147.15')1 —�-► 2106.73 2107.15 1 225.09' 138.00' - 241.23 -- 473.52' (473.75')4 202.12' (225.00')5 (138.00')4 (241.25')4 " (202.00')4 FD 314 IRON PIPE W,DISC " STAMPED " R.C.E. 12725 PER PU w 00 tu 12092. ACCEPTED AS POINT ON �" 4 _ THE WESTERL Y RIGHT OF WA Y OF N. C. T. D. RAILWAY. •�1 �} & S PORTION OF A. T. S.F. RIGHT OF P AR 0 r L - 1 P 0 .�L �� PA RG.Ez - a WAY GRANTED AWAY PER DD P A R 0 P-L 3 PA 2 s4 wO -�' 2 C, 4 L PAR GEL 4 w N84°01'42 "E N05'57'S7 "W 1184.04' (1184.09')1 50.00 129.39' (129.09')5 `. 13.25' HELD PER �- N05 "57*07 W 57 "W 1054.98' 90 0105 " HELD PER ROS 8475 0 0 ( N05 20 1055.00 )4 ROS 8314 AND 8475. ( N05 N83 °58'56 "E 'd' �- o 20 07 W 1 p ' 961.82 )? 10.00 _ r N 0 5' 57'S 7 "W _ _ 961.80' _ [383.16']2 23 _ - N05 - 59'"W 9 62 99 _ T _ _ _ _ _ -` _ -'" IN 383.16' H E L D -- FD LEAD AND HOLE IN CURB. ACCEPTED REVISED CENTERLINE PER �rr�► HIGHWA v ORIGINAL CENTERLINE PER MAP 148 ' CV FOR LOCATION OF LEAD AND DISC , XI -SD -2A CO1 �iS l 101 co ` STAMPED L.S. 4368 PER ROS 8314. o / /� ............... w .............................., ........................................................... .. «............................ ..................... 2. ... « .............................. «............ .................. «........... w ................. « ............................... �4 .r e ® . : woe. w. ww .w w•wwww • •.•we..o•w.w.•w•w•ww• ewe...«.. w..• w..••..•.•► w. o.ww...• ow••. w. ww.. w. wweww.. wwwwwwe• rw• wewee•• swsrwwwwww. esw. w. ww• e. www. w •ew••ew.wwwe•w.e•w•• . w `r�` www •••o•.w•ww.•ww.w•. .............. e � e . e • o • Q B 8 BL OC K 9 �cVN 8 I w 1 4 2 3 4 FD LEAD AND DISC STAMPS I.S. z - 4368" IN CURB PER ROS 8314. MAP 1.!' %I HELD AS REFERENCE POINTS TO THE I I CENTERLINE INTERSECTION OF COAST HWY 101 AND "I" STREET. PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Engineering I Survey APN 258-19 Ro OF S. MAP NO. 2" 0,507 GRAPHIC SCALE ,� c�ooF - 003417.97 --S HEET 4'OF 5 SHEETS so o zs s0 100 , f ' 8 ! ! FOUND 2'" IRON PIPE W /DISC Q IN FEET) CCS 83 FD 1 1/4" IRON PIPE W \DISC STAMPED "LS 5292" PER ROS � ~) 1 inch = 50 f . GRID NORTH STAMPED "SD CO ENGR" 15438. HELD FOR LINE FOR THE � f . t� �� CONVERGENCE ANGLE AT E-" PER R. S. 1083. RE57ERLY RIGHT OF WAY VULCAN owl v N 8 1 30 6 STATION 325 � "'mot A �' - 1 L 4 -6 FD VINTAGE ® c o Q :: ~~ ♦ . MA �'" I �+ ® 4"X4 CONCRETE , °p 1 4=16 5513 M 3 / > ` UTILITY MARKER M 2499.73 � L= 1663.21 MONUMENT. 3 ` L= 605.03 ;� W R FERENCE ONL I 1 ob SA S ITH" S t" L-0.68 ! S Uf3.s I [•.} ! ` N35 *21 / BLO 11 SL 0 CC; 10 4.97' 0#1 / i i:iv I,-- "- 6 - 7 8 IQ NAIL AND WASHER I N AC, i s 1 6 1 4 1 3 1 1 1 1 0 ��`' UNREADABLE. ACCEPTED AS ! I i G I� a �/ NAIL AND WASHER 1 �; a- SEE DETAIL E.. STAMPED L.S. 4813 PER PM / o 16021. t t i ' Ole .-� " R =5602.00' ac L =608-8.3) 6 , CONSTRUCTION CENTERLINE N84 01 10 E %%. , 0T I / o (4=0673 37 , Eu L - 608.90 _ �`�.., PER R.S. 1083. 30.04' 'I"" (95 �6 / 4- =067 3'40" R= 5602.00 " W .._._ .._ _ _._._ _. 95.19 -.- -- " R =562 " N05 58 50 .3 -- 6 56 00 9.65 L L =16 63. 211 802 C . 1 N84 011 � E o � 616 5 � ` / o €4-1 1 (N05 59 16 " W 30 03 �Lt1 2500.36,2 l (4 =16 5513 R.:s. �+�3 R=56,32. 00 1 L =1663 21 °*-�- N05 I TIE -LINE ONLY 2499.73 I R- 5632.00 4= 16'5513 L =605.03' 962.07' ~'``'� - ----- ' 615.67 " ` I 4= s�s'18 FD 1/2 SQUARE PIN PER R.S. SET MONUMENT AT RIGHT ANGLES .�;,� Q RAILROAD RIGHT OF WAY NOT 1083. ACCEPTED AS B.C. STATION ti , © (n TO , 0 +00 PER R. S 1083. ACCEPTED I v ° v CALCULATED LOCATION OF IRON PIPE Stu ON CENTERLINE EXTENDED. " �+- AS THE BEST EVIDENCE OF R.S. , ("' �. � w FOUND PER ROS 8475 NOT SEARCHED FOR. FD 314 IRON PIPE W\DISC o R• • _ SEE SURVEYORS NOTE ABOVE AND 11 STAMPED I.S. 4368" PER ROS °9 1083 STA TION 0 +00 AND R/R R/W ° e'' "� °' 8314 AND 8475. `' {i4. T. & S.F RAILWAY) STATION 1849 +29.9 �° � N BOUNDARY PROCEDURE NOTE ON SHEET 1. N,C,,T,D, RIGHT OF WAY I 0; o ------- a 50 W , , 55 , 07 » , L =52.1 N05 58 2540.53 -05 R =57 . 200 7 - � (42720')l . '35 R- 5754.65' N05 2155 W 1 2146.73 (214 .15 )l 0 425 45 3 4 =06 09 " L _618.67' }DD N05'58'50 "W ( � , N w I N " � " , � - � I � ( , " R= 5757.00' L- 588.90 2106.73 2107.15 1 = ..r N05 58 50 W (N06 38 00 W)DD4 393.83 (388.80 )DD4 A05 5139 1 473.52' (473.75')4 �-�"' 202.12' 427. 11 7. ' (4216')7 ©� (202.00')4 R/R MAIN TRACK STATION a 4 PORTION OF A. T. & 1 `1 1849 +22.70 PER ROS 8475 " �,�; o FOUND MONUMENT PER ROS 14228. S.F. RIGHT OF WAY I d= 00'19'52" 1 ;" AND 14228 - SEE o SAID ROS REPORTS FINDING A 1 GRANTED AWAY L =33 28 I - o SURVEYORS NOTE ABOVE �„ 314" IRON PIPE a r"; OPEN IRON PIPE AT THIS LOCATION, PER DD4 V.., v PER 14228 S.N.F. „ �� " _ 65' L = 563.53')DD4 r- � r� 0 I (4=05 3219 R=5829. , (N06 38 0 W 8.80 )DD4 I o z " N05 58 50 W 393.81 A-0577 57 R= 5832.00' L= 539.40 v • 258.67' (258.67',7 _.� 135.14' 1 0 `; t P C r L PAR C� 1 � � � BL OCK f" FD LEAD AND DISC ,.... ---- PORTION OF A. T. & S.F. RIGHT OF a� �o�, DB 5301 W �`' �, '� " " rn I z � � I �� � ( � STAMPED L.S 6007 12 WAY GRANTED PER DD3 0 ,o �- ` -- C~ 00 © PG 283 3 1 3 : I h .�1 .!' �� • - -= rr�� PER LEGEND REFERENCE 13 z o, � I W L ONLY. w , 4► 14 FD 3 4 IRON PIPE W DISC �- z �, w 6 X s CONCRETE MA _, " i A. / " „ W\ DISC f o A 'tl' I NT FD LEAD AND DISC 14 " D _ N68�719 E RA .. STAMPED L.S. 4368 PER ROS `' (� LO - 9623 S Q MONUME PER STAMPED "L.S. 6007" PER : L- 577 '3 40.50' ( ) 8314 AND 8475. HELD FOR LINE. BLOCX 5 1 1 t .N.F. to z LEGEND. REFERENCE ONLY. 44 2 � =577• 5 0 : e I I R -19 0;0 - •-�►.- 1184.04 ( 1184.09)1 M A P I I �" 0 ? = s " R + 195. 0' . �g�2 32 ........... 4= ,16'51'57 ................... ............................... . e..........................._..................... ........... ...,..................... ............... :.............................. [ h N05'57'57 'W 1054.98' N05'57'57 "W 160.92 I ,. , " [A--16 58 00 N75'38'S0 "E (RAD) , 262 6 1.= 59217 (N05 N83 58 56 E 1055.00 )4 1 0.28 c� N05 *5757 W 3443' 1 01 , �: "'� " � . L.- 592' 25 ` 1 10.00 REVISED CENTERLINE ( a28 , ,'� I �c N05 -"-�- '57'57 "W 961.8 PER Xl -SD -2A N84�0 09 E ( 34.27 [34.27]2 ____ , _ _ _ _--. _ R 200° °° j�,�i. - 2000.p rtz + l �,,,,_ 4=16 5752 .�+ �� ��./4� .y t� N05'57'57 "W _ 383.16 HELD [4= 16'58'00" 1 t�.•r.ti°� s,e•� +�,, [38316']2✓ w . N.. Y. e..ees..a•N••.•..N...•a.N._.... •......•a.•.1....•.•.•..... • r��� ��� • • 9. e... e..... Nwe...•...•.. a•._••••.•....•••..•...•.••.••...._... 1e... e.. aN.. e...•• 0..... 0•_.....• O.. e••.....• 0•.•..••.•.• _•.es•..e....aH..•a•e.••...•.at M•. N••...• a... N.•. N... a.._. Na.•....•.•••...••.•..•.•. ..�•...M••.•.e.•.•.....•f.•M..• s . N....•...........•..... ...•. N1•. 1. 0...•.••...• N.•.••. N.••....................... . .....................•.. CN = • s • • : . : FD LEAD AND DISC STAMPED "L.S BLOC 1 0 B L O C K 1 1 �3 4368" IN CURB PER ROS 8314. 7' z W - i HELD AS REFERENCE POINTS TO THE 4 .6 J 8 J " CENTERLINE INTERSECTION OF COAST R� ! HWY 101 AND "l" STREET. MA 14 T A P 14 I-• PROJECT DESIGN CONSULTANTS w-a► Planning I Landscape Architecture I Engineering I Survey APN 258 -19 R • NO ---"50 t A T TEN 11074 IS CALLED TO A DISCREPANCY BETWEEN THE DIMENSIONS AS STA TED IN D04, ROS F=20 " GRAPHIC SCALE � S URV R S NOTES 14228 AND OTHER PERTINENT RECORDS DD4 IS A GRANT DEED TO OTHERS FROM A. T. & S F. SHEET 5 0 F 5 SHEETS 417 cam® 50 0 25 50 100 RAILROAD (R /R) GRAN77NG A 75' WIDE STRIP OF LAND, BEING 25' WEST OF TIE CENTERLINE OF 15 22 4 '. THE MAIN TRACK TO THE SOUTH LINE OF SEC710N 16. THIS DEED DOES NOT IDENTIFY STATIONS_____ CORNI OR FIX TO A CERTAIN MAPPED OR DA 7ED R/R R/W LOCH 770N. CCS 83 ( IN FEET ) ]� T� GRID '► �""--- ` �•�-� NO RM i inch = 50 ft OUR RESEARCH OF R/R RECORDS SHOW R/R SURVEY CREW FIELD 77ES DA7FD CIRCA 1920 OF 16 THE SOUTH SEC77ON LINE OF SECTION 16. THE EXIS77NG RIP STATION MAP FOR ENCINITAS N0. CONVERGENCE ANGLE AT FOUND 2 " BRASS CAP C.E. 25560 INDICATES STANDARD R/R VERTICAL IRON T -RAILS SET AT THE INIFRSEC710N OF STATION 325 STAMPED "BLAKE L.S. SAID SEC71ON LINE AND THE R/R R /W. THESE T -RAILS WERE FOUND AND ACCEP7FD ON THE 4368 1981 " PER PM I COUNTY SURVEYORS ROAD SURVEY (RS) NO. 1083 DA7E'D 1947 AND RS NO. 1120 DATED 1954 C01, 12126 ACCEPTED AS AND THE CALIFORNIA DIVISION OF HIGHWAYS RELINQUISHMENT MAP DATED CIRCA 1950S. IN ' MONUMENT FOR I FOUND 2" IRON PIPE W /DISC ADDITION, ROS NO. 14228 REPORTS A FOUND TAGGED SURVEY MONUMENT (VINTAGE UNKNOWN) SEC77ONS 21, 22, 15 & FD 1 114 IRON PIPE W\DISC STAMPED IS 5292" PER ROS �I a THAT FITS CLOSELY TO T HIS SEC71ON LINE LOCATION. THIS SURVEY HAS ACCEP7ED THE ABOVE 4„ 16. SEE PM 12020, ROS P ORj L OT STAMPED SD CO ENGR 15438 HELD FOR LINE FOR THE � �, f REFERENCES AS THE BEST EVIDENCE OF THE SOUTH LINE OF SECTION )6. A T THE DATE OF N 14228. PER R.S. 1083. WESTERLY RIGHT OF WAY VULCAN oo 1 c, o 8 THIS SURVEY THE T -RAILS NO LONGER EXIST. THIS SURVEY HAS .RECOVERED THE PERPETUATED � � 81=.CTJON r' •� PA ,,..,�I �,; + MONUMENT FOR T74E SOUTHEAST CORNER OF SECTION 16 AND HELD DIMENSIONS AND ® A � ® ,o o c� �� MONUMENTS PER SAID HIGHWAY MAPS. THIS LOCA77ON IS IN DISAGREEMENT W1'TH ROS 14228 AS Et / ® ,/ cS I 0 ° ♦ SHOWN HEREON. ROS N0. 14228 ACCEPTS A 1 -1 4" DIAMETER IRON PIPE NO RECORD -NO � I ,., ®� FD VINTAGE ® ai Q= 16'55'13 TAG) AS A MONUMENT ON SAID SECTION LINE RESULTING /N THE DIFFERENCES � CENTERLINE SANTA FE 4X4 CONCRETE I ) IFFERENCES SHOWN HEREON. �u MAP ® 2499 73 L= 1663.21 ,� , DRIVE PER R.S. 1120 -2. U17LI TY MARKER Qo NOT A PART OF THIS THIS SURVEY IS ALSO IN DISAGREEMENT NTH ROS 14228 ON THE LOCATION OF THE R R R W � l ` FOUND 2" IRON PIPE INI174 I ,.. MONUMENT. MAP 3 , L =605.03 E.C. STA T ION. THIS SURVEY HAS RELIED UPON THE STA 71 ON MAP F N T / r: � � SURVEY. » " mK R FERENCE ONLY I / OR E C/Nl AS 740. C.E. E a, DISC LS 5292 PER ROS `� I FOR I7S IDEN77FI CA 77ON OF STA 71ON NO. 1849 +29.9 AS THE F.C. OF 774E ORIGINAL R/R �?, ��',, 15438. ACCEPTED AS B.C. ® L =0.68 0 R W. THIS SURVEY HAS ACCEPTED R.S. I � " / BL R R R NO 1083 DATED 1947 AS 174E BEST EVIDENCE OF SAID � RAILROAD RIGHT OF WAY. E" N35 2104 E 0 0 11 ® / /W E.C. LOCA 77 ON. 774E R/R REVISED AND MONUMEN7ED 774E CENTERLINE MAIN TRACK SEE ROS 20279. BLOC 1 %-.. 4.97 ® I, I 10e / ALIGNMENT (CIRCA 1932) RESULTING IN A MAIN TRACK LINE E.C. STA 71074 NO. 1849 +22.70. h i` U,� �,� o ! C THIS TRACK ALIGNMENT REVISION HAS NOT ALTERED THE ORIGINAL R/R R/W LOCA 77ON BUT ,°'• G I f �- `� �' _ _ , _ _ ONLY CONTROLS CENT L�RLINE MAIN TRACK ALIGNMENT. ALTHOUGH THE STA 770NING INDICA 1 tS `d _ J 6 � a 1 4 1 - 1 2 / - 1 - 1 1 0 A DIFFERENCE OF 7.2 FEET THE FOUND MONUMENTS UTILIZED ON THIS SURVEY VS. ROS 14228 RESULTS /N A DIFFERENCE OF 33.3 FEET. o + + cl� AV I c: � 1 1 .28 'CN qCV; VULCAN SEE DETAIL at F.. © 1083 z �� �� ' CALC R L =166 1 S .r •""" 1 L= 608.83)6 L- 9663.2? 1 ..•r .6.•..•• �" woo I I I ® ® d= 06'13'37" R= 56020 .0 ' w = 08.90 , ~ 30.83 -- -- L- 9663.2 * Soso ••� 6 7477'50'53 "E 748417110E ®.� �°' (95.07 )6 1 ® "� (- 06'13'40" R= 5602.00 L ~ R= 5629.6 / - (RAD) mow m ow moo* 0000 _ 30.04 _ 95.1 r 4i . ® 'b-" _ _ _ - - R=56,32-00' = 5632.00 ,....�...� ..• N05'58'50 'W 616.35' IA ---16 0 56 '00" R= 5632 ....� � " .00' R. S. 1a83 ( ®= 16'5513 � �.� SEE RCVS 2027 N05 2499.73' X1=16 55 L= 605.03 ��,' °•' ' 3 R/R T -RAIL PER s » . 615.67 a=-6 09 ?8 ' f 1v o + FD 1 R.S. 1083, R.S. 1120 2" SQUARE PIN PER R.S. R. S l .. ♦ o '� P 4.r C,4 AND R/R STA 770 a, N d. 74 MAP 1083. CCEPTED AS B.C. STA77ON ` �o © ' a C.E. 25560, S.N.F. c, CALCULA JE'D LOCA 710N OF IRON PIPE � 0 +00 PER R.S. 1083. ACCEPTED I °,� o `c� FOUND PER ROS 8475 NOT SEARCHED FOR. $, F. RAIL WA Y) z AS THE BEST EVIDENCE OF R.S. �'�'•' „ I `"� C `�' SEE SURVEYOR'S NOTE ABOVE AND (A. T. c,, �� WAY AY 1083 STA 11074 0+00 AND R/R R/W o o °' BOUNDARY PROCEDURE NO O H 1. OF aJ. & STA 11074 1849 +29.9 N -C im s S.F• RJR) FOUND 2" IRON PIPE ,,,,, moo, TF N S EET RI � �r, CN a • W \BRASS DISC ``� STAMPED "N. C. T. D. L. S. .�- LIMI TS OF THIS 7019 2007" PER ROS loa o L= 592.19' N7 8 -08 "34 "E N19 *08'32 "E SURVEY 20279. O oo •'� N05'58'50 "W 2 54 .53' - 05'55'07" - R =57 2. DO T DD4 �........- RAD 6.47 0000 _ _ _ q • " L=618.6 0 ) FOUND PER ROS 14228, - 35 R= 5754.65; L_588.9 n, �c� NOT ACCEPTED. SEE .00 0 2 19 ( 427.20 ')l 425.4513 - icy (d= 06 09 02 '39" R= 5757'04 ��•'� FOUND SPIKE AND �'` Lam. ^� SURVEYORS NOTE ,,� �''ROS 2 d - 4 ,� a? I o 4000 4 PAR � Q�n1 WASHER STAMPED ABOVE. 1 36.1 7405'58 50 W 393 83 o r rn o .,, FD LEAD AND DISC c , » » �, �, 00 ' o , N I 31 0' 1 • ' " ' ' `. Z\ � z \ • a STAMPS "L. �rr,� r -I L.S. 7019 `n h �''� 3136.1 � a D L �., �'"' W (7406 38 00 W 388.80 )DD4 � R/R MAIN TRACK STATION �! I mo„ � \ cn a? .-►\ � ,,,� » y o r .,� PER ROS 20279. © �•. �,,. �':' 51 7g o POR 11074 OF A. T & �t 1849 +22.70 PER ROS 8475 �, z „ cA, 6007 PER LEGEND. �� / r i �,,,. N 22 • ' 15 W S 202 FOUND MONUMENT PER ROS 14228. S F. RIGHT OF WAY I d= 00°19'52" 1 ^ AND 14228 - SEE ? �\ ;�, �; REFERENCE ONLY. �n�•� r • r ,,�. 7423 33 s M & R 1 D �► \ �� I • C 9 SAID ROS REPORTS FINDING A 1 GRANTED AWAY L =33.28 I -N'Z" SURVEYORS N07E ABOVE. c -, z \-►� z �o L2 �� 5 t 311.1 , OPEN IRON PIPE AT 774IS LOCATION. PER DD4 I I ,w Q , -'' \ ,\ v L= 563.53')DD4 ! 1 ----- ..,,., L ® 3 3 3111 g �1 96 " I Qo ( .05 3219 R =5829 1 cc L= 539.40 1 , 6 51 (0658' 00 W 388.80 )DD4 I � _ » R= 5832.00 � • \ S22 5 � 5 W L. O* e Q-- 0577 57 N05 393.81 °' ` C1 ® N2 1 • 135.14' 10 ` `' 256 51 , � ��j8• ® � STA. --. -� .! , 0 • 742 5 21» 124.94 , 2 0 ?,6� H 4 2.43 w �`' Q w �°`, -• .f' .l'' B L OC K 6 2 FD LEAD AND DISC " ` Z 3 33'15 W 2 01.9 5 ) A ; ` 40g� COAST HWY 101 STAMPED L.S. 6007 --.� \�, (742 EI.O C STN » '�® ® J, �►- ♦ - C� -i -s SO 65 52 50 ♦cam " AS PREVIOUSLY ___., ._...., � _ r� J 1 PER LEGEND. REFERENCE r - , r N19708 32 E 1 J L ONLY. IL \ \°�_ 201'g5 USN 0 16. €65'5245 "12 ,. � , + ESTABLISHED IN - /, o \ , \o ES T 0•(�ON ��.� 6.47' » » ji5 1 4 �, ` To of SE .� R as 20279 6 X 6 CONCRETE MAP - ' R \ A . c *, ENE i �- .., ter- FD LEAD AND DISC 1 4 _ N6807'19 "E AD _.0 , ® s . • �. » » 5 77 : 6 , ( ) \ \ MONUMENT PER » » _ STAMPED L.S 6007 PER L 40.50 0 6 X 6 CONCRETE' � ® �' � I cn I c, LO 9623 S.N.F. = 44 � ]2 �' MO NUMENT / ' LEGEND. REFERENCE ONLY. 40' L�57 c 0 UMENT PER I I -195p= \� FOUND REMNANTS OF 774E LEAD & / N tt I » R S LO .N.F. » " co FOUND 1 114 IRON PIPE, NO z I I R =995.00 32 \� DISC STAMPED L S. 2569 REPORTED ` �N I ' -9623 S 782 cn �o ►� DISC -NO RECORD. SEE ROS ........... • ' ' " ......................w......... e.............. w.•............................ ws......... es. e.. ss. e... ees.. i.. ............................w.. e ......... qo. ae.s........................... 32• ON ROS 14228 UNDER ASPHALT BEARS ' A-- 16 5157 .68 [ \ _ " 1 ... 2 _. ----_. " , � �,� 14228. NOT ACCEPTED. I A--16 58 00 " L_26 _592.17 , S60 36 42 E 0.2 fi l " 7475 38 50 E (RAD) __ _- __ _ 592 25 �2 » " ,� �'t �` • N881?4'37 "E N05'57 57 W 34.43 �---- L 1 \ FOUND 6 X 6 CONCRETE Ch 0.15 I 34.27 j34. ]2 - 9623 Q _ R=2Q0 'Y' MONUMENT PER LO ' { I - . 00� � -' \ LINE TABLE FOUND PER ROS 14228, 000 l,T � .�- NOT ACCEPTED. 4 • 1 „� - - ' - -16'57 52 - » R:2 l �„ N 1 A w �...�\ LINE BEARING LENGTH 800 T w W \ » s �o s [A-- 16 5 ' A S co N2427 37 W 13.41 5 g • N8? 1 42• 10.90 o 89' 7 N24 11,931* ®( ) ........ . .............................. a � E ............................... .. .............. ,........... .................................. ....... ....... ..... N21 '59'43 "W 15,79' ® 0 19 36'53 "W / E • FOUND PER ROS 14228, CURVE TABLE L ' 748417154 " � 7.53' � NOT ACCEPTED. PROJECT DESIGN CONSULTANTS C URVE LENGTH RADIUS DELTA L5 7422'56'51 "W 42.59* €42.5572 � C1 48.57 5832,00' 0'28'38" j42.90 72 (48.47)004 ®-� 10-01 Planning I Landscape Architecture I Engineering I Survey 48.60' 2 5829.65 2 0'28'40" 2 L6 7488'49'41 "W 68.29' (67.42')DD4 .� _. APN 258 -19