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2008-464955 • • • mmmwmmm� -0--m GPS POINT NO 1024 - 134 ---�.. SHEET 1 OF 9 SH EE TS LEG . ENQ -'� FOUND 2 1 � BRASS DISC PER ROS Q INDICATES SET 24" LONG GALVANIZED IRON PIPE WITH 2� DOMED 18416 - 00 '33'59.98'" BRONZE CAP SET FLUSH STAMPED AS SHOWN IN DETAIL 1 ABOVE, OR S . 70 0 , MONUMENT TYPE AS NOTED. 1.9 0 cly INDICATES SET 3' LONG ALUMINUM POST WITH 2-112' ALUMINUM CAP m, .'• ; 4 RECORD CAF SURVEY OFi SET FLUSH STAMPED AS SHOWN IN DETAIL 2. �O RM ER LY THE l 0 0 OF E NORTH COUNTY TRANS! T DISTRICT N.C. T.D. ICATES FOUND MONUMENT 0 ` , ; t „ z �V A POR1T N 174 ( ) FO ND U ENT AS NOT ' • �2 A.T. &S.F. RAILWAY, OF VARIOUS WIDTH RIGHT -OF -WAY WITHIN SECTIONS 16, 21, 22, INDICATES N. a T.D. RAILROAD RIGHT -OF -WAY ' • m " 00� 27, 34 & 35 OF TOWNSHIP 13 SOUTH, RANGE 4 WEST AND SECTION 2, TOWNSHIP ' 7001 • GPS POINT NO. 326 cs�' 14 SOUT74, RANGE 4 NEST S.B.M BEING DESCRIBED IN DOC. NO. 1992 - 0802209 ROS INDICATES RECORD OF SURVEY H' M p N U�� \ SET MONUMENT P -ER RECORDED 12 -15 -1992. PM INDICATES PARCEL MAP • ' DETAIL 2 S.N.F. INDICA TES SEARCHED NO MONUMENT FOUND DETAIL 1 4 � � .;� ��� , BASIS OF BEARINGS ( ) INDICATES RECORD DATA AS NOTED �' CONVERGENCE ANGLE AT GPS STATION 740 1 INDICATES RECORD DATA PER ROS 15438 . 324 ( ) .V © . 1" 2000* COORDINATES AND BEARINGS FOR THIS SURVEY ARE BASED ON 7HE RE A 1 c+; \` CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, 1991.35 EPOCH, ( )2 INDI CATE S LcS CORD D ATA PER MAP 469 ADJUSTMENT, 1ST ORDER HORIZONTAL CONTROL, PER RECORD OF SURVEY ( )3 INDICATES RECORD DATA PER R.S. 1011 '• = NO. 14310 AND 18416 AT THE FOLLOWNG STA 77ONS: ( )4 INDICATES RECORD DATA PER ROS 5928 \ WS POINT NO. 325 SDGPS23 - N 1825811.54 E 6256845.34 ( )5 INDICATES RECORD DATA PER ROS 4052 R. SET MONUMENT PER GPS POINT NO. 1024 - N 1968854.614 E 6242001.192 ( )6 INDICA TES RECORD DATA PER ROS 9477 LEGEND CON T. i \ ' DETAIL 2 ELEVATION AT GPS STATION NO. 324 = 38.42' N. G. V. D. -29 � )7 INDICATES RECORD DATA PER ROS 14228 2 00--e I r ' PS SURVEY WAS PERFORMED HOLDING THESE STATIONS AS FIXED � � �/�� -� 1 A G DISTANCES SHOWN ON THIS SURVEY BETWEEN GPS CONTROL STATIONS ARE ( }8 INDICATES RECORD DATA PER ROS 8883 XXX N T ' 0 • GRID DISTANCES. ALL OTHER DISTANCES SHOWN HEREON ARE GROUND IND/CA 1LcS APPROX/MA 7L< MILE POST w y D DISTANCES. , ( )9 INDICA TES RECORD DATA PER ROS 11953 XXX ` c, A 1 ,y TO OBTAIN GROUND LEVEL DISTANCES MUL T7PL Y DISTANCES DES/GNA 11074 � o_ ., ( ) t0 INDICA TES RECORD DATA PER ROS 16694 o �-. 14/1 �� r BY 1/0.99997276. QUOTED BEARINGS AND DISTANCES FROM REFERENCE -O ° .� c� ', ' ° 1 f�r� l J `' MAPS/DEEDS ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. ( )11 INDICATES RECORD DATA PER MAP 14727 NOTE: RAILROAD CENTERLINE STATIONING AS SHOWN a �, o a ( )12 INDICATES RECORD DATA PER MAP 2373 HEREON, 1S TAKEN FROM RIGHT OF WAY AND TRACK MAP r • t j j1 INDICA RECORD DATA PER CALIF. DIV. OF f ORIG R/ LABELED DWG NO. CECL 230 12303 AND 240-20681, STATIONING . • -• +�, UR VEYOR STATEMENT W . o �, Y 22 23 � HWYS LO MAPS 9609 THRU 9623. 1 --� 200 -r' �' 'y THIS MAP CORREC7LY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN { }1 INDICATES RECORD DATA PER RAILROAD NOTE. HIGHWAY CENTERLINE STA7701VING AS SHOWN HEREON O �� �J r !S FROM CALIFORNIA DIVISION OF HIGHWAY L.O. RIGHT OF C'! L MQN CONFORMANCE W17H THE REQUIREMENTS OF 114E PROFESSIONAL LAND SURVEYORS , ACT STATION MAP 740. CECL 240 -- 20681. WAY MAPS NO. L.O. 9611 TO L.O. 9623. 1 � � AT 174E REQUEST OF NORTH COUNTY TRANSIT DISTRICT IN MAY, 2007 THROUGH BOUNDARY PROCWURE NOTE e GPS POINT 740. 324 E DETAIL 2 NOVEMBER, 2007 AND MONUMENTED IN MARCH, 2008. THIS SURVEY IS A RETRACEMENT OF A PORTION OF THE ATCHISON, TOPEKA AND SANTA FE (A. T. & S.F.) RAILWAY RIGHT- OF- WAY y r_ ��` a SET MONUMENT PER I � 4AND SL AS CONVEYED TO THE NORTH COUNTY TRANSIT DISTRICT N.C. T.D. VIA A QUITCLAIM DOCUMENT NO. 1992 - 0802209 AND RECORDED \ DETAIL 2 •� ,,5 ,� � P 12- 15- -1992. AT THE TIME OF SALE THERE WAS A TITLE REPORT PREPARED BY CHICAGO 77 7L COMPANY AND A SALE EXH /I T DA7L� THAT DEPICTED IN A GRAPHIC EXHIBIT ONLY THE LOCATION OF THE A.T. & S.F. RAILWAY RIGHT OF WAY AS IT AS B E LEEEE O TO s t .. GARY L. HUS P.L.�7019 EXIST AT THE 77ME. THERE WAS NO SURVEY DONE AT THE DATE F OF 1 HE SALE AND A QUITCLAIM STYLE DEED WAS EXECUTED. cr . , .; ! REGIST RA 7701V EXPIRES 06- -30 -10 yAr d 6 PROJECT DESIGN CONSULTANTS PDC HAS BEEN PROVIDED A COPY OF SAID QUITCLAIM DOCUMENT SALES EXHIBIT, 777LE REPORT '' N : '` �• P I Exp. dot 6 3 0-10 3 AND A SET OF SCANNED RAILWAY MAPS 7NA T N. C. T. D. INHERITED ED A T THE TIME OF SALE. j r foF Ca��F THESE RAILWAY MAPS ARE OF A REASONABLE LEGIBILITY BUT SOME DETAIL IS DIFFICULT TO READ. PDC HAS MADE A DILIGENT � © 5 EFFORT TO DA TLS TO ACQUIRE A CLEAN SET OF THE ORIGINALS FROM A NUMBER OF SOURCES BUT HAVE BEEN UNSUCCESSFUL TO � �� �� aa� P 7 � J r � BEEN UNABLE 0 O RI S AND CLEARL Y THEY HA VE NOT BEEN UPOA TED FOR SOME T1ME. THA T T^ -•-.. DATE. WE HAVE BE BLE T L CA 1 Lc 174E O GINAL , . � � � � f , BEING SAID THEY ARE IN MY OPINION 7HE MOST COMPREHENSIVE RECORD OF THE RAILWAY INTENT Nn 1 H RIGHT-OF-WAY STA 770NING U) : . } , � � J AND SOME REFERENCE TO SECTION LINES AND VINTAGE SUBDI V 901VS AND ARE THE PRIMARY SOURCE DOCUMENT FOR THIS • � N, COU NTY S URVEY ORI S TA,TE RETRACEMENT. 1 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE NTH SECTION 8766 OF THE THE PURPOSE OF THIS SURVEY IS TO RESEARCH DOCUMENT RECOVER AND MONUMENT 7HE NORTH COUNTY TRANSIT DISTRICTy y 'D� PROFESSIONAL LAND SURVEYORS ACT THIS 2 DAY OF Ar✓G.v Sl , 2008 (N. C. T. D.) RAILWAY RIGHT -OF -WAY BASED UPON THE BEST AVAILABLE EVIDENCE. TO MY KNO KEDGE THERE HAS BEEN NO A RECORDED COMPREHENSIVE RE7RACEMEN T OF THE EN TIRE RAILWAY. THE DEED DOCUMENTS CONTAINED IN SAID 771LE REPORT HAVE GiP5� POl►NT 740. 32 3 `� 1. AND BEEN REVIEWED AND ARE DEPICTED ON THIS SURVEY. SOME OF THE DOCUMENTS ARE GRANTS FROM THE UN17E'D STATES CONGRESS SET MONUMENT AS D THRO E E VI TAGS DEEDS D ATE FROM THE LATE )BOO'S AND ARE DIFFICULT Tp TO THE RAILROA '; SH PER DETAIL 2. T• OU H 174 PUBLIC LAND SYSTEM. SOM N D • �_`.______ READ WITH MINIMAL REFERENCES TO THE LAND NET. WHERE POSSIBLE HE HAVE PROVIDED A DEED REFERENCE AS IT RELATES FS TO � ' r � TERRENCE T. CONNORS, P.L.S. 5099 � Uf`� THE LAND LINES RETRACED HEREON. yy � � � I REG/S177A 17074 EXPIRES 06- 30•-09 * No. 509 ' EXPIRES 6 ,iY4 1 THE A. T: & S.F. RAILWAY WAS BUILT AND COMPLETED TO SAN DIEGO IN THE MID 1880'S. PDC HAS BEEN PROVIDED A SET OF PHOTOCOPIES OF THE VARIOUS VINTAGE RAILWAY SURVEY FIELD NOTES DATING BACK TO THE EARLY 1900 THE MAJORITY OF THE �3o of COY N07ES ARE REGARDING TOPOGRAPHY OR STAKING PROJECTS ALONG THE LINE. THERE ARE SOME FIELD NOTES SHOWING FIELD TIES '� §� .l J CA CONNECTING FOUND SEC71ON CORNER MONUMENTS TO THE RAILWAY RIGHT -OF -WAYY, IT APPEARS THAT THE MINIMAL TIES MADE TO 6 l SECTION CORNER MONUMENTS ARE DEPICTED ON THE PROVIDED RAILROAD MAPS.' ' 1 SOME TIME IN 174E MID 1900S THE N01LcS REFER TO AND RELY UPON FOUND 2 RECORDER'S STATEMENT IRON PIPES SET AT STAITON ALONG 174E - CENTERLINE RAIL GEOMETRY. A SMALL NUMBER OF MODERN SURVEYS HAVE EXCA VA TED AND FOUND THESE 2' IRON PIPES AND � FILE N0. - 6 Y FO RELIED UPON THEM FOR THEIR RE7RACEMENT SURVEYS. PDC HAS WEIGHTED THESE SURVEYS AS THE BEST EVIDENCE WHERE ( DEED LIS i/ APPLICABLE ALONG 774E LINE. IN RECENT 71MES THERE HAS BEEN A LARGE INCREASE IN THE VOLUME OF TRAIN TRAFFIC AND 174E ` 1 FILED THIS A07 DAY OF , 2008 AT : a, O'CLOCKP M., IN THE BOOK OF t NUMBER OF RAIL CONSTRUC770N IMPROVEMENT PROJECTS FOR BRIDGE REPLACEMENTS AND DOUBLE TRACKING. UNFORTUNA7E'LY 7741S DD1 ACT OF CONGRESS OF MARCH 3, 1875 (18 STAT. 482) RECORD OF SURVEY MAPS PAGE AT 774E REQUEST OF GARY L. HUS. HAS MADE GETTING PERMISSION TO EXCAVATE UNDER RAILS FOR IRON PIPES 7HA T MAY OR MAY NOT BE THERE IMPRACTICAL. ADDITIONALLY, IN THE MID- 1990'S THE TRACK STRUCTURE WAS UNDERCUT AND A DEEPER BALLAST SECTION ADDED WHICH MOST D02 ABANDONMENT MAP FILED BY AT &SF RY. CO. ON JUNE LIKELY DESTROYED MOST F NOT ALL OF THESE MONUMENTS. 1, 1939 AND APPROVED JULY 17, 1940 BY 174E FEE: $ 2 6. 00 GREGORY J. SMi1H -�► CHIEF OF RECLAMA77ON AND LAND GRANT DIVISION. COUNTY RECORDER IN GENERAL, THE RAILROAD DID NOT ADEQUATELY MONUMENT AND MAINTAIN THEIR ACQUIRED RIGHT OF WAY OVER THE LAST ±100 ' • w YEARS. SURD /VISION MAPS AND OTHER RECORDED SURVEYS HAVE DETERMINED 714E RAILROAD RIGHT OF WAY ON ONE SIDE ONLY, DD3 BOOK 996 PAGE 387 RECORDED SEPTEMBER 30, 1924 COMMON WITH THEIR SURVEY. THIS HAS RESULTED IN THE RAILROAD RIGHT OF WAY SIDELINES BEING INDEPENDENT OF EACH OTHER. BY.• • AS SHOWN ON THIS SURVEY, THE RIGHT OF WAY N07H MAY OR MAY NOT BE THE RECORD WIDTH. DD4 BOOK 542 PAGE 356 RECORDED DECEMBER 16, 1936 DEPUTY COUNTY RECORDER RECORDED THIS IS A GENERAL SUMMARY OF THE WIDE RANGE OF AVAILABLE EVIDENCE TO EXECUTE THIS SURVEY. THIS SURVEY HAS BEEN �P'S23 DD5 BOOK 400 PAGE 37 RECD APRIL 16 ' ,� , 1935. L. C. 302 -16$3 1 R CONDUCTED IN A WAY TO ALLOW FUTURE SURVEYS TO CONNECT TO AND PROVIDE A SEAMLESS RETRACEMENT OF THE ENTIRE FOUND 2 1 j2 B APN# 260 -330 L. C. 306 -1683 RAILROAD RIGHT -OF -WAY. SUBSTAN77AL AND DURABLE MONUMENTS HAVE BEEN SET AT ANGLE POINTS, POINTS OF CURVATURE AND DISC PER ROS 14310 D06 MISCELLANEOUS MAP ND. 186 ON -LINE ALONG LENGTHY TANGENT PORTIONS. SPECIFIC NOTES ARE SHOW WHERE APPLICABLE ON /ND114DUAL SHEETS APN# 260 --010 L.C. 310 --1677 D07 BOOK 239 PAGE 168 RECORDED SEPTEMBER 7, 19,33 APN# 261-020 L. C. 310 --1683 701 B S treet, Suite X00 PROJECT DESIGN CONSULTANTS San Diego, CA 92101 APN# 261 --190 L. C. 314- -1677 Planning I Landscape Architecture I Engineering I Survey 619.235.6471 Tel 61 9.234. F ax APN# 263-- 011 L. C. 314-1683 R S . NO .2"0,2.7-9, FOUND 1 114" IRON PIPE FOUND 2" IRON PIPE Wl TH SHEET 2 OF 9 DISC IS 5292" PER ROS SHEETS N .. --..� "•. 1 ` o W\DISC STAMPED "S.D. CO „�, 15438. ACCEPTED AS E.C. S• pa 8 c'�9 C. rD �` � ENGR PER RS 1083. q �„ 9a ,29 E, ,� o h� RAILROAD RIGHT OF WAY. S -�p A s � NpL � -,e R, 5 78 27" R O W ,�� - R= [5829.65']1 p ..'"' - `.. " "a L- 5 832.0, L =(93 ^ I '� L -48.57 L- 48.60' 1 �... lop R.S. 51A d-(0 55, > 7 "�``�. G= 0'28'38" f ]" /' 9 ¢.50' L_ 10 09 7 I A- 40 ]1 � ►ri,,, '�� 45 5y , ► R �> 13 I R= (5829.65 )7 SEARCHED FOR 1 t /2" IRON (22.01')7 S8 1 L= (46.86)7 '� 6321 '� PIPE STAMPED "BC 3" PER 21.98' 1.97' STA d= (0 % 4..1655,13 "11�r,� ROS 8475 AND 142 NOT , �N22 5 . fi81 7 57') 7 DETAIL "D �`�'"'`� FOUND. SURVEYORS N0 7E.- 411 + 77 16 BC. " 0.27 109 LIMITS OF THE MONUMENTS FOUND PER ROS 15436 FOR THE B.C. B. N137?5 58 E N22 "W 331 1.19 4-"'•• N. T.S E.C. THIS SURVEY ©�` AND OF THIS CURVE ARE IN CLOSE AGREEMENT - HWY. _. � WV TH THE CALCULATED HWY. ST N A T10NS PER L.O. 9621 AS ESTABLISHED POST TION AT • 7, FOUND 314" IRON PIPE SHOWN HEREON AND HAVE BEEN ACCEPTED AS THE I . " I.S. RECORD OFFSET DISTANCE OF '- �� �` " N67VJ 09 W`DISC STAMPED 6007 " BEST EVIDENCE OF THE HISTORICAL RAILROAD RIGHT OF Hr.xHWAY 32.78' 1 60.00' 60 FOR CENTERLINE OF - PER ROS 14228. NOT USED. WAY AT THIS LOCATION. 1 0i £32.7871 [60.0071 HIGHWAY. M AP N a, 71 4 A (5729 . '? FOUND 6" X 6" CONCRETE ` R . o L' S6¢ 1,99 .1 c.3 +1 MONUMENT (CDH) PER �• 33.94 1 0538 28)7 r� �. `, 643 °D w I � LO -9623, ROS 14228 r�+.�.. 5923 "� (33.95) R� ri ,,. 1 C 600 i ww FOUND 2" BRAS ♦ 4_ FOUND 2" IRON PIPE + I i 'S ' S CAP & ♦ X i " " P " " " STAMPED BLAKE L.S. 4368 ♦ ylyy R -5 ; W/TN D/SC LS 5292 DETAIL A " 101 _ Opp PER ROS 15438. • 1 N. T. S. 1981 . NO RECORD. •„ ` `` ,� ACCEPTED AS B.C. I 1 ACCEPTED AS MONUMENT .... ....- -+ R RAILROAD RIGHT OF I .1 FOR SECTIONS 21, 22, 15 & �i f' •��' 16. SEE PM 12020, ROS �� J .} � _ `- ....,, 14228. , 5 � AYENO A' . 4 P r D FOUN 2" IRON , " LS 5292 6 3 ON PIPE WITH om to OK DISC PER ROS I .� " FOUND 2" IRON PIPE WITH - I o �!� + I , Cd FOUND 2 IRON PIPE WITH ©�: 15438. ACCEPTED AS E.C. X 4 1 1s ,�',�- ,cfl (z " " DISC "LS 5292" PER ROS oo + +� � RAILROAD RIGHT OF WAY. , �I ,; ,., ��? DISC LS 5292 PER ROS 15438. ACCEPTED AS E.C. - - 1 .� �� �`' i "� A 4r + ��j' '�� o 1 oc va o - • oo g Z > + 15438. ACCEPTED AS B.C. RAILROAD RIGHT OF WAY n 0 Q {.... �n �, '`'``'`� �( •. o I RAILROAD RIGHT OF WAY. `` `- C F I � 110 3 )` 1 �-•• -.. vi V ,o o � �1 , C + ca ;� A P M , c" 1 ccsa �. . E 1109. 1 "" -. T7 � GP PUNT N O. 325 6 I �, P M P M 1 9 6 0' 1 ► (s30 SEE DETAIL B d-- 5 n I c h /� Q �l Pm X1436.6 083 1 530'56 37 E 1 ---- 4=(1s , .» _ �Q ti ry h ��h',,t ` V) I CE 17859 6 446 1429.50 )RS 1 1 4- - 16a5,1 51 3 �1 �'= 5629. ..,, " 15 3 1443.43 )1 I SEE SHEET J. 1 " 1 65}CALC L= 1663. 1 (N23 34 00 W - _ _ 1 FIN _ � /I LIMITS OF 3 I R=(5632.00' 1 80 }CALC ( '30 "W 1443.43 W -�,,�' / ,`�'--.. A THIS SURVEY "• �� R =56 ) L =(1663.21 )t ._.. - � N22.54 - , " SAID E�tdO A 00010 • �, , e,. $ ,�-_ . I a4 �� 32.00 R.S. 1083 , ,,�'' -' N22 54 36 W OF _ � I L =1663.21 42 57 " 3136.10]1 lGHT _ - - _ _ •a N29 W 561 313. L 0 8621 A •'� /_ 583 2.00 , ,� ^ " T. & S.F. R /R) _ - l �'. •. 7" I +--_._� ` [N23 3315 W • 65.45 - - k _ L - 540 . . C.T •D•"N22 & 56 * 5 1 " ..,,�- � 331).19 I 25 � � 0. 9 90 (XI -SD -S) �u �- -" �.L• 3311.19 1 � HiGHW ,_ _ , -..., -- 0 -! 60 OA R- )332.69 R - (1332.69 )1 _ L. O 9623 N22 56 51 W L= 186.86 1 R= 5000 00 l -` _ 201.84' , PORTION `. ¢ L= 186.86' ( ) ' , L= [349.07']1 N23 W '�`1 rr .► tea► �--, - r r MP c i �i d= 8'02'01 " (• ") £ GRANTED PER L= 49.07 �., ` v �Jrov flON t1=- 8 02 Ol 1� ,, " A--[4 00 00 ]1 • DO ESM T J r C � , 239 ORIGINAL R W �- "? d" � 00 C f L SET COTTON GIN SPIKE Wl TH BRASS ) v N 1 r " " r - ry .�' � ` 0 - f z �o {R- 1432.69 1 >... �. / WASHER STAMPED L5 7019 M A P N0j 1 6 6 � �, " +1 "- " �.1� �d=8 00 00 z S�, p � �• � � 1 SEE DETAIL A J J •., Nv loC " " SAN ELIJO STATE BEACH QI FOUND 6 X 6 CONCRETE' nl MONUMENT '~• - - "` --- • S WAMIS �D • 1 LO -9623; ROS 14228 PARK 48 ..... .. ................... . MAP NO., 7142 PACIFIC C)C i EAN i SUR VEYOR'S NOTE: - 00'3359.98" THE EASTERLY RIGHT OF WAY OF COAST HIGHWAY 101 HAS BEEN ACCEPTED AS THE BEST EVIDENCE DEFINING THE WESTERLY RAILROAD RIGHT OF WAY. COAST HIGHWAY 101 WAS ESTABLISHED HEREON BY HOLDING � THE CENTERLINE RECORD ANGLE RELA 17ONSHIPS AND 0 �� RECORD DISTANCES FROM THE REFERENCED L.O. MAPS. c� THE HIGHWAY RIGHT -OF -WAY WAS CALCULATED BETWEEN 20 THE FOUND CONCRETE MONUMENTS AS SHOWN ON THIS � SURVEY. c� /o 8� GRAPHIC SCALE zoo a loo zoo 400 70' B Street, Suite CONVERGENCE ANGLE AT GPS PROJECT DESIGN CONSULTANTS San Diego, CA 2101 STATION N0. 324 C 6�lann��g ! Landscape Architecture I ��i����i�� I Survey 19.235.71 Tel 1 200 IN APN# 260-010 � inch = 200 it. 619.234.0349 Fax APN# 260• -330 L.C. 314 -1677 R • • 0 '7 _ SH EET 3 OF 9 SHEETS / ESTABLISHED CURVE BY HOLDING RECORD RADIUS OF / 2964.93 CALCULATED FROM RAILROAD RIGHT OF WAY MAP CECL 240- 20681. SET COTTON GIN SPIKE / WITH BRASS WASHER STAMPED 1$ 7019" / Avg t �,°' CAST % ^� �.• -r-- FOUND 2 IRON NE's g PIPE WI TH DISC MAP " " " " _ U� . ��- SEE DETAIL C I S 5292 PER / 'E S , , � Q BELOW POR710N ROS 15438 j Qcl ( 3� v GRANTED PER . FOUND 2" IRON PIPE WITH ACCEPTED AS B.C. r �� %=1 � d DD1 (ESMT) 1 1 DISC IS 5292" PER ROS RAILROAD r1 �' �� .. BLOC K R DS � it �, 15438. ACCEPTED AS E.C. ORIGINAL R W RIGHT- OF-WAY �+► _ �,, rl J �'` f gL,QCY �� GLEN PARK I R AILROAD RI H F W Y. I r 1� 9 ___ ,1 �I 0 C 6 3 ♦ 32.5 v� 1 RIGHT O A R= 2864.93 I r�P r r 1 -�' - �' 183 _F `D + 1 a= 4 00 00 `� , ]l �..K / 976.24 i . �:� LQCK 7 ,a= x•48'10 --- 1 1 R=(2964.56 l R =2964 56 -r ' L =2x6.58' r} =' J 'LOCK B A 29x4.79' L =352.0 Now � Nz„D•o8 54 W X L-- (20fi.58 )1 - T'1 � � 7 � F_ Q C R = 2964.79'1 I woop � 1 � i 11=(359 33 }1 d -359 33 BL H G i � " 1 CALC i ° QCK 7 4 � � C B A 17' 43,1 €L= 351.87 � '51 "W 4.36.96 1 r , B�- F 2197. 63• 1 N26 5s 5 C 6 A L.D. 9s�. -- -- r CK 7 E � l 1 L= 679.59 G F ELfJC AVE R r A f 4- 7'4715 " 5001 D L=679.59'11 I 6 b C A , 4 S 2134.05 1 S.F. R /R) 5p0 =_ F S26 57 0 z1 33. A.t. & 1 �[7 4715 R= 50 M A 2884 Q s26 5s 'W A ; ::--:: 79' 354''•79 CALC 9618 co " 3543• _ L.O. �.1 1 SEE SHEET 7 FOR � ,1 1 w �; I 1 N27 „- , - 322 �l "�, �1 ,I '56 5 W ESTABLISHMENT OF III C, B 1109.38T 1 z6 1 _ 3' 1 �1 '�' + m RIGHT OF' WAY FOR I SEE DETAIL I d 09.38 1 �� - - 5) 3227.2 v� ► - ON SHEET 2. I 11 1 - ► 1 "W (XI �l /�,,, FOUND 2" IRON PIPE WITH 1 , I cal THIS AREA. 11 1 ow l 31 E 26 56 5 " / �. " a, �.I 4i X 1 111 • 1 �...I (S30 7 "E 1 (� M 1 ¢3,8 ___- �O� N W (\7 DISC LS 5292 PER ROS . -C �I 11 1 56 3 �.D 1 15438. ACCEPTED AS l . �.. N ►- - Sap t4 ` /,� .¢ cn r.=1 �c 1 ;... F ,.,, i o I �� MONUMENT ON EAST ocl ce " " 05 . 9619 1 +ice FOUND 6 X 6 CONC 7E Z i 30.20 I 1 1 �'` POR170N `�. x .� RAILROAD RIGHT OF WAY oG� � I 1� rte, Ioa c MONUMENT (CDH) PER t 30.29 ]l �-, . LO -9617. ,�- - L. p, 9620 � GRANTED PER .1 DO (ESMT) L ) c-� WA R ;� 1+ 1 v L7 L POS17ION FALLS IN 7E' v , A ml I-/-) FILLED FILLED CONCRETE CHANNEL. .1 , W1 41 NO MONUMENT SET. W SEARCHED FOR NOT _1 + 1 FOUND. ESTABLISHED R= 5400.00 1 _ i C7 J- o � .1 R= 5 000.00 �� o o� ---- ---- j ] BY BEARING - BEARING I L- X349.07]1 � INTERSEC77ON AND SET L-_ 349.07 ¢ u j o � Q V --'' MONUMENT PER A--4W100 c " ] kn cn � LEGEND. t I ...- -- ....� .. •,�, . .... .s ......_ .. .. . - -- 40000 .,. ,..-- -- � 389 00 LO K MAP 31.5 • PACIFIC; OCEAN r � 1 q.69 BLOCK �♦ / MAP pCK 32 BLO " pE BL i 0 o p w� 3 2 . 5 /FOUND LEAD & DISC SD !,,+ R�-' S U B. t 7 , 8 (N )2 1 COUNTY SURVEYOR" PER ROS 4~ 5 25.10 ) "W j 15438 d ''� 3 5,35 N21 01 4 924 ' 70 " « Z 2 2 54.17 FOUND LEAD & DISC I S PACIFIC OCEAN ` Nfia'31'43 #E 436 NO RECORD. " 62 o.ss Y - 003359 GRAPHIC SCALE 6 LK 6 REFERENCE ONLY A P 1 200 0 100 200 400 S24 -21'24"E i81.i52 (S25'21'00 "E 180.78) (o © � SURVEY NOTE. • I O W ° c IN FEET NO ATTEMPT AS MADE TO SURVEY �� SAN Edda AYE 1 BLOCK 32 OR 62 OF MAP 1469. '� ,� 189.42 'Lp2 1 inch = 200 i MEASUREMENTS SHOWN HEREON ARE FOR REFERENCE ONLY. .�,, R =2964.79' �_ N20108'54 "W 1111.41' 400000 � '� Cc �., L =352.02 .. Rip Na N.C.T.D. R.O.W. amm -mom 701 B Street, Suite 80 SET COTTON GIN SPIKE It » CONVERGENCE ANGLE AT GPS STA77ON L. C. 314 -1677 PROJECT DESIGN CONSULTANTS San Diego, CA 92101 WTH BRASS WASHER DETAIL C N O. 324 APN# 260 -330 L.C. 310 -1677 IS 7019 Planning i La Engineering rchPtecture I ���a�����i� I ur�vey 619.236,6471 Tel STAMPED " N. T.S. SCALE t" = 2W 619.234.0M F ax APN# 261 -020 L. C. 310 -16$3 e .. - i 02r"_ R46 OF - NO . SHEET'A', OE - SHEETS / FOUND 6"X6" CONCRETE MON PER R.S. 1469 AN ` FOUND 1 112" IRON PIPE W\DISC SHOW V ON ROS 4052 �� �., ,1 STAMPED "R.C.E. 1534" PER ROS 5928. 1j ! AND 5928. ACCEPTED AS j ND • ACCEPTED AS CORNER COMMON TO WEST 114 CORNER �� . SECTIONS 26 27 36 35. L) / 1 7 COMMON TO SECTIONS 26 1 tom, , AND 27. O °� 2s8 �8 `�� C Z 06 �° FD 314" IRON PIPE 2s8s zp� ,� r C/O f WAD /SC STAMPED R.C.E. 1534 PER ROS 5928. NOT USED. C � , FOUND 1 114 , * I.P. W`D/SC � 0.32 � � tu STAMPED L.S. 4368 � �c� ^� ^ PER ^ ROS 10954. HELD FOR ^� ^.` 0 0/ / EASTERLY RIGHT OF WAY ~ ` I SAN ELIJO RD AND 40' FROM f h I' S EASTERLY RAILROAD RIGHT I l ESTABLISHED CURVE BY OF WAY. SEE SHEETS 7 & 8 �� HOLDING RECORD RADIUS OF FOR MONUMENT 4 �� C o J� SAN ELIJO DESCRIPTIONS AND ,*, 4 A � � W / 2964.93 CALCULATED FROM ,o "� � • I� DETAILS. A . •� ,"j h RAILROAD RIGHT OF WAY r) (� `' �) r MAP CECL 240 - 20681. c� SET COTTON GIN PIKE `b °' •ry R 0 S � 06 C S _ ' LAGOON / WITH BRASS WASHER I Ph T A �`' " " FOUND LEAD & �Q� . Z STAMPED LS 7019 DISC "LS 4368 NE " " R=1055-36 � .A SEE DETAIL F / Co 4 0 PER ROS 10954 L- 386.12' t� GPS POWT NO. 324 9 $ SHEET 8 _ X 7'44 t` 12 a-20 -_. 1469 ^� " M AP l� S13'0 M A OF Q .�. SEE DETAIL C �+► 322 E BELOW $ -> POR nON 2101.75' c� PoRno OC LK �� b / •� GRANTED PER IfC 3 v GRANTED PER .i +� OC �J DID ESMT O �� SIEEr 8 d ,,.,...► D (ESMT) $3� `t3� --� �--� D ETAIL M �G► BL 3 BLOCK K N4017554 W S EE 1? , N / BLOC 63 B LD ♦ 32.5 GLEN PAR 193 .21 SHEE x ,. 01 06 o m -- s13 w 1s1 OC S3 n1 17'322 E 5.98 4 r / L- 638.73 � o W d.:.6�8 162 19 , 7,60' 9 76.24 SEE NOTE SHEET 7. .. N24 51 Q ,�'" x,..6 .r'" ,. ` JR} 446.82 c� 17 - 0 N20V8 54 W 1111.41 •► I . I . D . SF .• g0 1 2197. R- 2964.79 L -352. _ �, ,T. 8t 621. g,1 I •..._ A 1677'39 ` � Glow . A 06 W K*7 r - ) (' � � 692 6 7 04 E 1 €R= 2964.7 1 = 1530.00' L =435.1 ' N E H ri D S t L= 351.871 CALC I 96 1 591.95 63.43 `� 436. FOR DETAIL 1 N26' "W S19 "E IIS19 1046.5771 1045.5 _ j L.O. 9616 �,8 38 R_ • itz L.O. 9617 _. - ~� 'E "" - 50'00.00' L =768 842 6 "W L= 679.59 S19V9 36 1469.51 8T 2 Q- 7'47'15 R= 5000.00 L= 679.59' 1 �S19`46'00 "E L• 9617 1469.62' 1 I [ 8 48 38 R= 5000.00 / = 768.84 5 •____._ -, -- R= 5000.00 J'1 1 4227 23 �I i 7 47 �t i m 4� c si � sloos��- �6 51 W (?1 � I COAST HIGHWAY 141 - ,4 -�- NL p 9618 '"t ,",•, t 4 o I W MP �•' I 5.28 1348 9 . SEE SHEET 7 FOR colt cti I � 1 2 I '````•~ - =- L . 9615 00 240 SEE SAEAEr T N ESTABLISHMENT OF M t 3 .f. .�•� RIGHT OF WAY FOR QI 1 ,� ,c°V •`�: SEE SHEETS 7 & 8 ,"? THIS AREA. M-- 1 I o, FOR ErAl LP f N I 4 ,� * ? I#-- Wi I t cn l FOR MONUMENT • 1 FOUND 2 IRON PIPE NTH < , * 1 l '" I °'1� �1 I 1 I DESCRIP AND y DISC ``'-- -- LS 5292 PER ROS �.. cv 1 =� c� DETAILS . r, 0 1 _.-- • •�-- - FOUND LEAD & DISC 1343.95 Jl PER 15438. ACCEPTED AS --. STAMPED "L.S, 3599" STA710N/NG ON L.O. MAP MONUMENT ON EAST ` I ,+cv FOUND 6" X 6" CONCRETE = i 9615. NOTE: STA HONING RAILROAD RIGHT OF WAY AND DISTANCES PER r• ...� x . HELD ..._.,. . '� , 1 MONUMENT (C0H) PER 1 G, ____ - / PER ROS 11953 �. l _ AS EASTERLY RIGHT 0 • _ . � LO 9617. 1 � WAY OLD HWY 101 i SAID L.O. MAP DO NOT POS1 HON FALLS IN WA TER 1 Q 7H EACH 7N R. VIN '�„� I AGREE WI EA O E FILLED CONCRETE CHANNEL. .IM S AN NO MONUMENT SET. ' ,� •.. � AP 1 369 M 31. rz PACIFIC OCEAN p 146g 32 BLOCK �., MA BLOCK , » BL / " . OF I 0.340 C'� 32.5 /FOUND LEAD & DISC SD x R � -•- � B 7 , 8 (N 3 COUNTY SURVEYOR / " PER ROS 4 5 6 25. )2 50.00 -34'24 15438 CZ 1 3 5.35 N29 34 � FOUND LEAD & DISC "LS ' 2 2 -00 N60'31'43 "E 50 4368" NO RECORD. PACIFIC OCEAN BLK 62 0.66' i M P , A � 4 E " 1.15' 3 / s 78)2 I o � 0 �© GRAPHIC SCALE � (S25'21 $ 0 0 o SUR VEY NOTE: AVE I � 0) W z°° o ,°° 200 ,°° NO ATTEMPT AS MADE TO SURVEY SAN � BLOCK 32 OR 62 OF MAP 1469. 189.42' MEASUREMENTS SHOWN HEREON ARE FOR REFERENCE ONLY. �. ,�,� -.�-�- R =2964.79' �_ N20�8'54 "W 1111.41' �/''' c, es 8� t IN SET � L= 352.02 .•� *0 N.C.T. i inch = 200 ft. R .O.W�� •-- ,_ ... -wo woo* 00" CONVERGENCE ANGLE AT GPS STA 77ON 701 B Street, Suite 800 SET COTTON GIN SPIKE NO. 324 PROJECT DESIGN CONSULTANTS SanDiego, A92101 WITH BRASS WASHER DETAIL „ C „ • SCAtE t = �Z00 APN# 261 --020 L.C. 310 -1683 PIanmng I Landscape Arc hitecture I Engineering I Sur \w y 619.235.6471 Tel STAMPED "LS 7019" N. T. 5,9.23..0 F APN# 261 --190 L. C. 306 --1683 .2 2011, Ro OF S* MAP NO cow ---. .SHEET ­45 5 0F­9 SHEETS " "%-.. ~ FOUND 1 1/2" IRON PIPE W�DISC STAMPED '� o � ♦ ♦: ' 40 0 7r' ` FOUND 6X6 CONCRETE �., �' ' � ► SAID P - 6 f N "R. C. E. 1534 PER ROS 5928. ACCEPTED AS c m i ,- �:,�c�, MONUMENT P LO 9 4, .� p / Ile LOT M l qc% ROS 7048; ROS 8883 SEE SHEET 4 �. j CORNER COMMON TO SEC77ONS 26, 27, 34, 35. / Iw� S PER UNRECOR ©Ep /N06'51'03 "W �`°. ' ♦c� SHOWS SET 2" IRON PIPE •`•. ROS 5928 AND 8883 ALSO REPORT FINDING A 1 1 - BEY BY BLAKE 61.41' l " � �' " " 1 '' CONCRETE MONUMENT PER R.S. 1469 APPROX. Q ► DA TED 1 2/1997 FOUND �D /SC IN TOP of WALL IS 4368'" PER �180. / WITH D1SC LS 2875 A T '� ` 58 '� ( ) l � (4= 0'00'49" � UNRECORDED ROS BY JON BLAKE DATED 49' n, THIS POST TION HELD TO . �,, 0.3 N AND 2 E, OF IRON PIPE. , I S88'S0'p9 "E 18 0 4 ' `�� { '`88 �j l CONCRETE MONUMENT WAS NOT ACCEPTED ON S1237'51 L -1.35) DECEMBER 1992 DISC WAS PURPORTEDLY SET "E / 9 ,Q ESTABLISH CENTERLINE CO C cti �d --0170 51 ')6 a'' /V�5j4,� Gi J CDAST HWY. ��a 2332.18 0.32 70.94' (70.87 � y, EITHER SURVEY, NOR WAS t T FOUND HEREON. � L 1.39' " 0,44 0.32' OFFSET FOR 1 NE REFE RENCE DATA IN [70.9J I �� .� � FOUND 2" IRON PIPE, NO 1� R •`"`' � + PARENTHESIS � FROM SAID UNRECORDED ROS. _ DISC ACCEPTED AS 2* �'� "�• FOUND DISC PER LEGEND IN ••. • " " L`• " �„ A -15529 ROS 8883 REPORTS FINDING A 3 4 IRON PIPE of s� i / 4 WA {, IRON PIPE WITH DISC LS -�. WALL FOOTING. NO PIPE SET. "�"'"' " " 4S335y o " ROS 8883 ON ! L=189. 10 / W�DISC STAMPED THOMAS L.S. 4759 PER PM {�, � 2875 PER � r / f I `►.. � ' LINE * PER B SECS. 27 6 9 J 8 �' N.C.T-0 f 9439. NOT ACCEPTED THEREON. & 34. m' 119 _..411 s88.5o'o9 "E 08.71 / �,• .. L , _ ♦ DETAIL » J " ©1 45 435' / �``.� L ♦ �/ 50.90 X50.90 Jf ♦ g J 1 `45¢ ♦ t L j � c ''`,- ♦ *4 N. T. S. ,,, doop oft wamm ftwo now IV Cli RIGHT 4 CONCRETE POST WIN / N.C .T D:' `'� N. / h n •� .. -- �, G „ 2 1/2 BRONZE DISC STAMPED RO ry , DETAIL " s13�3 �. Q i ` --'- -- CALIF. DEPT. OF PARKS & E 2 �, / RON �� , , ..,,,, 2 N. T. S. RECREA 71ON LS 2685 PER ROS 1 ,-� �, 332.00 • " ,� 5 52 •65 3 S " h 6123751 E oe ,582 7048, ROS 8883. 2 33 � �+ © 5751 E / h f • 108 R ' Q4 897. ' RIOS 5928 APPEARS TO HAVE RELIED UPON 1 I L' I 6 EXISTING TRACKS AS THE CONTROLLING ♦ ,�` /� -•' MAP 2373 ALIGNMENT FOR THE - -WAY. THIS HAS �► "� / " " S 883 " CAUSED A SIGNIFICANT CHANGE FROM THE / ,c�, SET 2 PIPE WITH 3 -1/4 ROS 8 FOUND 3/4 IRON PIPE WITH GRANTING DEED INTENT. i HAVE REJECTED ROS �.,(+ ,� BRASS DISC STAMPED LS , " DISC IS 4830" PER ROS 4 5 S1 " ... �. --'', ,� N1974 26 W " 317322 �- 5928 FOR THE ESTADLISHEM£NT of THE � 7019 PER LEGEND. 13973. NOT ACCEPTED AS B.C. • RAILROAD RIGHT OF WAY. ANGLE POINT PORTION Ch .� p 1.02' OF CURVE. FOUND 3/4 IRON cn c�j % * ♦ PIPE NTH DISC IS 2101.75 FALLS IN LAGOON °� �` A PORTION GRANTED ♦ �., " �,� �' / ` ' 3 ACC P1FD AS POINT WATER. NO MONUMENT � � PER DDi (ESMT) �•,, _,�. � W N. '�`' SET. `� , » MP FOUND 3 4" IRON $ E • 1 .,� 50.61 � / q �.. ON THE ELY RIGHT OF DETAIL 1 241 �. PIPE W�OiSC STAMPED c� �► �- WAY C. T.D. RAtLW �t N. T. S. PORTION GRANTED "LS 5758" PER PM ' f 1 I S13V322 1E PER DOI ESMT � ( ) 18786. SEE ROS 19925 0 1929.52 ,n (1615.98)4 512'5 ?'S1 " 1 g 1627,60' E 3 2 8 �••� c`�• W AY 52.05 HELD z z I 3 ti 2332.1 2 7 L 8 PER ROS 1 9925 :L t�1'55'29" I'llilillliiiiiiiiiiiiiiiiiiii `u' (A. T. & SF.R //7) / I L= 189.10' co FOUND 6'"X6 CONCRETF ! o S " g " " / cn MONUMENT PER LO 9614 & ROS g ♦ �, / E cv SEE DETAIL J I 8883. ACCEPTED AS POINT ON o ,'' ry J h•I yc `�' THE EAST RIGHT OF WAY OF h 233108' (A. T. & S.f:R • 9 6 HWY 101 AND LINE BETWEEN �,��� l �J �?' (2330 r 057E SECS 27 & 34 \ "� / `'' / r S -•�► �•'y fl ;°j w .85)9 / ♦ !�-... ' / r� 0 1 0 .� J� �o h 1111,11, 1111111111111 615 ♦� o/ r) -- ----`_ _ �V L.O. {t 3 -0. p "" , .---.- 9614 / -�.. I • SOS ps � { `y SEE DETAIL l N ,u' . ,� t Akl 7• �3 SO4' ` E -�l • { Q FOUND 2" IRON PIPE 27 C6 �---- - FOUND LEAD & DISC [1-343.95* PER ' �--.. IN, 06 Q 3 3p" { . WITH DISC IS 2875 STAMPED I. S. 3599" STATIONING ON L.O. MAP 5 �`` NOS N "�y `3938 J1 w " EDGE OF 5' SLOPE PER ROS 8883, ROS M PER ROS 11953. HELD • 9615. NOTE: STATIONING �_ 427, al' Nosh j . � o3�p 1 3 99¢' ��^ SEE DETAIL "H EASEMENT PER LO 13973 , �� E g AS EASTERLY RIGHT 0 �'' _AND DISTANCES PER -1.. o ' d: 4 �3;y5" �' 1N06 f1 , Z , 4 8 >>• 16' 9613. Ar 3� � 1 8 D MAP DO NOT ''''�- 1 �' L '� 4 26 88'' `' f - - `� W 44. 8j,� � -�, 9812 f 5 3 ,a9� WAY OLD HWY 101 SAID L. � ,f45 ; J /�,� � 3 Jl .�..� Ca= 35519 - ---� 1 �� AGREE NTH EACH OTHER. �, 3,3p J Qi ! a..s . X35 , ____ -� L= 1814.531 15 SEE DETAIL x� " " �� �3p" - S5100- R= 2900.00 ' G 'S4p3 " �,¢� ..�.,, �' R= L = 181 4.53 "� 06 ,E * i 6 �, 0.2 ' 2900.00 �,(� 2 05• 1 �4 N � . a, 4 ,g 0. 613 _ p_5) 6.97 5 5 , 5p 0 28Jy S13�3 _G Hw (Xt S 27 2t W 33 6. 53 �'ro 06 1 �, -- '� I S14' � 369.06 _ " 658.63 . W 33 , o ET PACIFIC OCEAN a Q '-�. �� 29 30 E 369.08 Jl t1 -1244 56 " R= 2960.00' L �658.63']f N2$ S3 42 �1 Z J �} Q { ; [d-12 44 56 R= 2960.00 L CARDIFF STATE BEACH `�• {� - 00'33'59.98" {� ESTABLISHED CENTERLINE COAST HIGHWAY 101 BY HOLDING RECORD FOUND 2" IRON PIPE, BROKEN, ,� -�' "`vJ ANGLE RELA 77ONSHIPS AND DISTANCES NO DISC. ACCEP7FD AS 2" IRON �� �% �'°♦ BETWEEN FOUND MONUMENTS AT 01 EDGE OF 5 PIPE WITH DISC IS 2875" PER i `''J� t SLOPE EASEMENT PER HIGHWAY STATION 259 +72.52 AND `` ROS 8883; SEE ALSO LO- 9614. ' LO 9613. NOTE: DIMENSIONS AS HIGHWAY STA710N 285 +00. ���� GRAPHIC SCALE HELD FOR RADIAL LINE OF E.C. s SHOWN ON SAID LO MAP ARE zoo 0 100 200 4W X { 5,00' ALONG THE SLOPE EASEMENT, 4 1 - { NOT 7HE RIGHT OF WAY LINE. ' 0 R/Q C ` S 83 (II�T FEET * 0 4 0 4 1 inch = 200 & 70 CONVERGENCE ANGLE AT G.P.S. STATION Street, S � ♦ WAY PROJECT DESIGN CONSULTANTS sat Diego, CA 92101 � I CI � DETAIL N N O. 324 APN # 261 -190 L.C. 306 -1683 P lanning I Landscape. Architecture I Engineering I Sur vey ey 19.23 ,6471 Tel ♦ T. ` / N. SC" 1 � a m, 619.234.034 Fa '� - APN# 263 -011 L. C. 302 -1683 w r P NO Ro OF S* MA 2 02 7 9' L SHEET 6 'CAF' 9 SHEETS N .C.T.DIIII:-- ftwft OWNERSHIP � .�''' � � "Oft ` A-- 00 - 01`12" UNKNOWN _ „�'' HIGHWAY 101 FOUND LEAD & DISC R.O.W. L =). 76' FOUND LEAD &TACK IN N71 V8 08 E RAD ♦ STAMPED L.S. 4759. t 2 71. 00' 71.00 CONCRETE. ACCEPTED AS- 768.06' NO RECORD. SEE ROS 82' 10' OFFSET MON TO N69'00'08'E 11929. ACCEPTED AS N69'32')5 "E 0.53 -272' CORNER AS SHOWN ON 1 50.00 POINT ON W'LY RIGHT OF " [N70'37'14 "E 0.42'18 e N E RAID 9611. t WAY HWY 101. A-- OOV6'01 00 146.51'11 SOUTH LINE OF ROS 8883 `( [N26 *45 W� 14fi�51► A► ## L =1.82 r N26 409$52 I k 44.75' 50. )0' FOUND 2 IRON PIPE 4 P ..� 970.63' -- 8 N20 59 52 W N20 52 W/ WITH DISC "LS 2875" PER ROS 8883 ROS �► " �► 12 + I 10 9 // 8 13973 DETAIL K N89'42'00 "W 13 d =627 N. T.S. '� ,-� � R =65.00 27.03 CALC D L=71.41' PER LO 9611 [A.- 62'57'00 "]1 " " NOO'53'08'E ` [R =65.00 71 FOUND LEAD & TACK IN FOUND 2 IRON PIPE WITH 112 REBAR IN MIDDLE. �NOO'18 00 E11 `` �L= 71.4111 CONCRETE PER S.D. MONUMENT IN CONC. FOOTING OF WOOD FENCE. 25.00 moo ``'" -�- ......,..,,, ... , COUNTY FIELD NOTES DETAIL » L ` ACCEPTED AS ORIGINAL MONUMENT PER MAP 2373. [25.00'�l H101, PG 81 AND ROS HELD FOR B.C. OF CURVE. SEE UNRECORDED 11929. ACCEPTED AS N. T.S. SURVEY BY BLAKE DATED, DEC. 1997 AND ROS � POINT ON W'LY RIGHT OF 19925. WAY HWY 101 AND HELD - TO ESTABLISH THE FOUND 1 114" IRON PIPE ---- --___ CENTERLINE OF SAID W `DISC STAMPED "L. S. 4368" HWY. PER ROS 13015 AND 16694. A HELD FOR SOUTH LINE CUFF 6 12 _ 7 11 ._ _� STREET. _ 10 FOUND 2 IRON PIPE WITH FOUND 2 IRON PIPE DISC MAP 1472 7 wTH DISC IS 5335" IN 1 3 IS 5335" IN LIEU OF 112" SHEET LIEU OF 2" IRON PIPE REBAR WITH CAP STAMPED "L.S. 1 1 7 A` 4 N 3 4" IRON WITH DISC RE 4847 ; 3654 PER ROS 16694. SEE MAP FOUND ` 0" SEE MAP 14727 14727 MAP 1749 PIPE WI TH DISC I S r MP 3 0 W 1 7959' PER ROS 19925. 8 9 SEABRTGHT " 241 ACCEPTED AS POINT FOUND WELL MONUMENT � FOUND 3/4 IRON o ON THE El Y RIGHT OF FOUND WELL MONUMENT S AP �4 27 S 5335 PER 1 PIPE W `DISC STAMPED "- Q co fi '` �. ---- STAMPED IS 5335" PER 1 4 M 9 PORTION GRANTED " " z �o WAY N.C. T.D. RAILWAY. P 14727 13 8 �► P D LS 5758 PER PM 2 MA 1 PER D1 �ESMT} 18786. SEE ROS 19925 +� Q 1 Cj 1 9 S 29 �. ► �� 21 20 EE 9 FM r �, �� 2`� 35 . 9 !2 2 8 ��� 2 3 _ o A - �pn�NS , I C 2 OS HELD '� 1 512 27 N. C DR INFO. '57'51 "F' 233 PER Rps 2 6 2 5 2 4 2 .18 19925 L x=135'29" 1 26 25 24 23 ) S_ L =189. M A 1472 28 27 1 6 g 10 2 �,. N ,,C. T,,D, 278.53 1556.90 LIMITS OF �► " N SEE DETAIL "J 1 0~- 4 R= 5629.65 L= 786.40' ,.,�/ S20'5727 E 49 N 67'1715 E �``TH /S SURVEY �► S12�T51 E - SHEET OPS �►NT NO. 323 a' ��R.R._ STA 1698 +0 B. C. _ 160,47 233 A. T. 1 � � D ���� 2.00 8c S,F,R ' H N68 59 29 E R A 1509.96 /R) i 7` L= 272.82 „ N20'59'52 "W 15 q.5 "".,,... d= 5 *52'35" R =5829.65' L =597.90, L 9611 _. _____ -,- -� SEE DETAIL � L- 1063.35' N20'59'52 "W 768.06 � N36�6'12'W 202.33' � 3000.x - LHWY. STA. 252 +36.20 I z 7 6 5 1413 2 � }� , R 51z _- -__ -_- ` 13 12 1 9 8 B OCK 14 16 151 13 ",� 1 0.9 P A R S 211 SEE DETAIL I Neu'_..,, N4�1 , L. D E F G H! ���, K L M N O 16 ♦ 27 1 9 FOUND 2' IRON PIPE SHEET 5 ��' Z? -20� 8 SEE A B 14 +T1 21 17 1$ 1 ROB $883 WITH DISC IS 2875 DETAIL K 2 A N 9 7 6 5 4 3 2 - PER ROS 8883, ROS 20 21 --� 7 6 5 4 3 8 Q 13973 _5 � 9 8 1 + � 7 5 3 1 o r . 4 , �� E N 19 " 1 11 .� 9 2 3 21 ( 5 33 9 , X 18 FOUND 2 IRON PIPE BLOCK 18 9 1 9512 3.8 11 k WI TH DISC IS 2875" � i 29 24 1 I I I Brow"" 1 814.53'11 L.O. 35 =� v�► PER ROS 8883, ROS 1516 18 6 R= 2900.00 � 1 � )3973 '`� - 14.53 �- MAP 2143 R 2900.00 L_ o6 --------- --------- = _ H o5� o E M AP 1749 6.97 2 , 14 ��a W 33 4'05 l ?, 0 21 3 1 7 3 " 95 1 S 06 � . " 3 = 658.6' 2 '06'30 W 336. [205. , 0 "Ell SEE SHEET 9 FOR WORD INFO. � - 00'33'59.98" A --1244 56 R= 2960.00 L [N28 [534-42 0 MAP 2560 W t� � CARDIFF STATE BEACH °o o ° CIRCLE DRM GRAPHIC SCALE CONVERGENCE ANGLE AT GPS STATION NO. 324 200 0 100 200 400 SCALE I = 2W ( IN S) 701 B Strut, Snits WO i inch - 200 #t. PROJECT DESIGN CONSULTANTS San Diego, CA 92101 Mann I La ndscape Architecture I Engineering I Surve 619.235.6471 Tel 619.234.0349 Fax APN# 263-011 1 L.C. 302 -1683 Ro OF S. MAP NO. -2 0 .r EASEMENT FOR SAN ELIJO ESTABLISHED EASTERLY LINE OF THE SHEET 7 OF 9 SHEETS AVE RECORDED FEB. 23, HISTORICAL RIGHT OF WAY OF SAN ELIJO 1945 IN BOOK 1827, AVE BY HOLDING RECORD ANGLE PAGE 230, O.R. RELATIONSHIPS PER ROS 10954. ,.. _... _. ... ,.. - 00.33'59.98" .. m - N2771'26 "W FOUND 1 1/4" I.P. W \DISC doom FOUND LEAD & TACK, NO �' �• 19.94 (20. ))3 STAMPED L.S. 4368 PER WOO vT FOUND LEAD & DISC IS 4368'" . 200 PER ROS ) 0954 SAN I � TAG, PER ROS 10954. �� ROS 10954. HELD FOR AT 6. I h NOT USED. �'� MAp 369 �`"'�► POINT ON THE EASTERLY G 'F o QO OFFSET PER ROS 400 FOUND LEAD & DISC IS f �,y RIGHT OF WAY R S 1011 10954. ACCEPTED AS BEST �, '" PER CR 1908, ROS I Q 34 33 32 31 PO 4312 p 1095 FOUND LEAD &DISC 3� w � 3 � POINT NOT NV T�IQ� � EVIDENCE TO ESTABLISH 9 10954. NOT USED. I R IS 7959', PER C.R. v+ FOUND LEAD & DISC IS 30 BE ON RIGHT OF WAY OF �o EASTERLY LINE SAN ELIJO AV E. 4 I 44 43 42 22884. NOT USED. �, '" . A ELIJO ELIJO RD. • �•'' / * 5 I � 38 525.73 )13 4368 �,, '� ti S59 5 25 W 48 47 (N27 4416 W 40 39 NOT USED.��„�, ♦ ccs 6. 46 I N27.11'26 "W � � 525.74' � 75.11' 50.05' 1 50.05' 50.05' 50.05 . 1011.01 .. 75.08 .... 95.27 .. . • • . • • ' • ' ' • • ' . • • :•:.• • • 45 N59 4'25 "E ,85 ESTABLISHED BY INTERSECTING A .. ...... ... ... ... •. ..:. •.... •.. . ...... i ~= .. . .. .•L. .:.. . : • .:..: • 1. • • • •.. • . • ... •• ..:. .... = • 2 i 3 , CONVERGENCE ANGLE AT GPS N1939'p w ..,_ t ....�.. �•% ... •.�....... .. �.•.II .. ... {..: •�.•A : = ...... •• �i'06 "E L7148.8 ) (13.97')3 l 37.72'1 LINE 13.97 PARALLEL AND 134 OS --� -- . .. ..:: `: �... f . : •........• :.• • ::.:.: ...•..� . �• r . S34 STATION NO 324 (N20 „ w . �_: .. _: . -- - . •_•::.t:.. :•.:y....' 3 #28 "E 19.60 NORTHERLY OF THE CENTERUNE OF ` 134.04 13 r 4-= )4 02 00 R =1001.75 DUBLIN OR. L= 245.64 (S34' A VENUE '� (,� d=1 ' " - ' = 245.60 13 80.00 WI TH THE RELOCATED SCALE 1 l�?D ,S EMf ( 4 02 00 R =1 r��,,rr. WESTERLY RIGHT OF WAY LINE OF 4411 ' IV, N27'11'26 "W 534.34' 6' €148.521 _ 837. SAN ELIJO A VE, BOTH PER R.S. , / ZZI 135.18' {148 L//� (543.20')3 146�i'08 " ♦ 10)1. �� N2o 'S5 5 2 1 1.L L Z Z- _ ; .._ S3 GRAPHIC CALF W d =14102 00 R= 1042.75 L= 253.68 AVE AI =13'53' " L= 253.68'11 SET RAILROAD RIGHT F WAY 40' WESTERLY Q° i,''Tr' ` 30 R =) 046,28 O LINE TABLE RECORD 1 w 50 1 ., LINE BEARING LENGTR POR110N OF SAN ELIJO AVE AND PARALLEL TO THE RE- ESTABLISHED ~'" �•. VAGA TED AUG. 27, )945 PER S.R. 40.00 WIDE SAN ELIJO A VE. L i N4758'58 "E 3' - 130 -31. SEE ROAD SURVEY )011. _ woo L2 N48'05 32 E 6.01' IN Fm R! MAP 3 69 - _ --- = ft. am* •- ����� ��- -� -- ORIGINAL RAILROAD L3 N50 *20'37 "E 1 inch 6.55' WESTERLY LINE SAN ELIJO „ „ RIGHT OF WAY L4 NO3 59 W ' A AVE IS NOT PARALLEL WITH DETAIL D 9. 9.47 4T (9.50 )CR 22884 A THE EASTERLY LINE OF SAID 9.50 CR 22584 ROAD. HELD PARALLEL WITH T. S. L5 NO3 47 59 W L6 NO3'47'59 "W 5.95' BLOCK 31 L7 NO3 "W 6.02' W � DEED BOOK 996, PAGE 38? A- FROM A. T. & S.F. TO THE STATE OF CALIF. R.S. 1011 t NOT ACCEPTED FOR �► w AVE � ROS 8399 ESTABLISHMENT OF THE ,EXPORT EASTERL Y RIGHT OF WA Y OSI TION FALLS IN AREA OF SLOPE MAN, "fto SEE DETAIL "C" N.C. T.D RAILWAY. 8 FAILURE. NO MONUMENT SET. SET r..., BLOCK 6 ''' SHEET 3 80 OFFSET MONUMENTS ON LINE AS , BL OCK 32 7 SHOWN HEREON. 1 r. r/ J rj 9 F MAp 1469 BLOCK 18 9 6 F : 1 : J SEE DETAIL ao ^ „ 1 2 3 4 5 6 7 8 1 BLOCK 32.5 A SHEET 8 0) 00 C'4 N C - --- -- 5 P A A p SEE DETAIL " E" ,,,,� N M N N MA SHEET 8 M K, PARK 4 _ - - 1369 1369 f •.� � GLEN ... i .�'..•-- ....,.,..... ---' SAN G LEN 3 ROS 1C19 N20 " 976.24' O rn c� .�, �„ .,�- '' ♦ / r � 178 54 W 1 / �`' "_ JO 837.1 i � �o IMF r m GPS POIJVT NO. 324 0 I co NC FOUND 6" X 6" 11 0 •--'� 0.00' S €838.43 1 11.41 54 W 80.00 8 ry �D• CONCRETE MONUMENT 5 , " �1► I h CDH PER LO -9617. N 193.2 4 1 CIE S3 0 SEE DETAIL 106E , F" ( )' �-- N27"1126 W 4. 4 N SHEET 8 N892613 "W ♦ .,� SET 2" IRON PIPE PER LEGEND iMTH ° o° _ 24 400, 3 1 4" o �co 22.02 / BRASS CAP STAMPED PER g " 20.18 �,..- _ " o �A 4 9'00" OP '`` ,,,�, .,,, •.- -�''' LEGEND. _ N26�6 51 W 436.96 . • A --1677 39 N '4-`24 49 01" R T5 "„ © r� MONO ... ... ....•:.• : •:. .• ::44:�d.'•:': •::: :•:•:•::•::'::::•: •.::•::::•: •.::-:•:•::•:•:•:::=::::•• ::�"`:•::•:•:-:•:::::::.. .......... . L =43511, R -153p 40 ' f " $ �� PORTION GRANTED ° f . .... ............................... ::E•.. ... ..... _ __. ........ •04 6 2 A Y I N PER DD1 ES ................ .:..•.•:......:.•::..•.•..•. . :..I.:� . .. I�•.•: �• 9617:•: :• 51 : S '09 �� ...... L- 6 •S9�Qa (NO24415 W)DD3 •° o o ( MT) RI ._ . :. . ...:�" ... ..... 19, :36 "F...... ::::•�• -�i.. , `' 2.�p• 3 NO2�7'"W 32.79 DD3 TI - IQ �A S.F. POSI N20�8'54 "W ..... �.: • [S19 46 00'E: -.:.:.: • ( ) _ r.. " 621.90 ON F .� ...... ..... .......•.•:.• . . t 32.79 r r, ao IN MIPMA P. NO R= 2764.93' I 4= 7'47'15" (N20'45'15 "W R =5 N. ••......�:.• • •.:::.•. .:::::;:..:.. •'183.62' : :..::�ij• .....• :.. t ; t t t t 591.95' , �°' 34'Oi'p "W 63.9 �' ��' MONUMENTS SET. L= 328.15' I d= [T4T15" R_ 000.00 V I I ,o L-679.59 :'=: • • : ' :. :: •::::•:•:•:.•:.. t i ' ; 1 Q45,59' t t 55 .14 ODs Q' I ♦ 563.40 (5 1IE TO CENTL�RL/NE 5�� A--6"48'00' I 5000.00 �+ I I L=679.5971 .. • ::.•:: ; .•. . t t t EXISTING �o 12 • : • • .4._. t 1046 5 t t t , t 10 9 MAP t Z98 TRACKS 76.06 �, ° ROS 5928 "- --- ----1„ ----- I 1120, 5 Q ..:`'- �;�.:- :• . , t t t t ; , .�� t t t t t t 8 (75 )4 o ��• cbb PORTION GRANTED TO 0)DD3� `_ ^ t t i t t t 3 `�• (R= 2764.93 DD _ I o TH STA1E F I °' S19'0 ' " 6 5 4 L= 328.15' DD3 I � I �,,,� E O '�`� • �� � S19' " ``- --- _. / S1 • 9 � � 5 0 S.N.F. ( ) cn I I Q CALIFORNIA PER DD3. I v o, 09 36 E L. 0. 9617 '� [ 9 4 6'00 E . A- -6'48'00 ) DD3 I ") .� -- ---_.. IS19'46' (S19'42'38 536.34' Sz� " " ( L 0. MAP 9617 SHOWS THE I i q I o ��.,�' 00 E 58.49 - EP'17SD-5) 540 -04)4 >1 ,.•, m BEGINNING OF THIS CURVE AS = I _ /� I cn ` I �^ u' Sftr 46 1 9 51 , --�_ Co i Q �; STARTING AT STATION 338 +48.71. • I N20'46'19 "W LONG 1469.6?1 HIGH --� 97.35' L.0. 9 W � � _ , , 616 " 9--227.58 27.13 CHORD ' I "� PORTION GRANTED TO 47.28 - --- __.. `°`�! , a= 8.3121" „ 1 __.. -..` 1p� , I SUR I / j S NOT L= 227.19' DD5 (N21 � � 40 W)OD3 THE STA TL• OF � �''' •�, ♦ (46.91)4 C9 to "' " I DD3 WAS ESTABLISHED BY HOLDING RECOR d-- 8'30'28" DD5 (2 ' 3)003 CALIFORNIA PER DD5. � N � S.N.F. (47.28)5� � I " " � ( ) � OAD ♦ SET) IRON I ANGLE RELATIONSHIPS FROM THE 6X6 ( / R I �F WAY � PIPE W \DISC L W CONCRETE MONUMENT NEAR STATION MONUMENT FALLS IN / RIC "L. S. 7019" AT 33_8 LAGOON CHANNEL. SET / LOWITDE, 2' 2' BELOW EXISTING DOW. , ROCK /SAND SURFACE. 58.49 540. " r) c �' /� 0 S34 •0106 E S19 36 E r� � .� � [58.22' i / PACIFIC OCEAN BEACHES [S34 415 / 701 B Street, Suite WO `♦ a' PROJECT DESIGN CONSULTANTS , te n Diego, A92101 ` Hwy .000 Planning I Landscape Architecture I Engineering I Survey 619.235.6471 Tel 1%. * ..• '' 00 • 619.234.OW Fax '..- - -' APN 261-020 L. C. 310-1683 02 9., RIO • NO . FOUND BOAT SPIKE FOUND IRON PIN SHEET 8 CAF` 5 SHEETS _ " FOUND REBAR, CAP '`'� NO RECORD. NOT WITH CAP LS ILLEGIBLE. NO RECORD. / USED. 3605 ; NO RECORD. = NOT USED. ♦ �,.• �tit- -..,� NOT USED. %.; 34 33 32 ♦ � .,• `., , SEE SHEET 4 1 " 0 i FOUND MAG NAIL 25 ♦ -- 00'33'59.98" / 40 39 38 ♦ N55 58 54 E 1 / AND WASHER �►` FOUND REBAR, CAP 41 1 36.44 1 19.76. -�►- STAMPED SSt " . NO ILLEGIBLE. NO RECORD. 14 .96 9' 2 RECORD. NOT USED. NOT USED. N55058"5471 E� / I F • 1 38.68 / f 0 �► Z 4 h t ' ♦ SA.N ELI / � • 61 loop N55'58'54 "E 1 50.21 0 AN �,, ,,,, 40 � 1 :v 36.89 / '+' " 1 ..;, c� ` ,/ I POSITION FALLS ON �' 1 1 ; 1 58 54 E 1 �; `'' / " G ♦ . �,,, r r / � ADJACENT OWNERS � 38, �' .1 � FOUND ? IRON PIPE GR /p Cs .,. 63 -- .. �. ...• -- 1 , / I EDGE OF CONCRETE , 1 W�DISC STAMPED L.S. *04 DETAIL E STEPS. SET LEAD & 219.76 1 171 6 2201 " PER ROS 4052. N.T.S. RT AVE j � DISC STAMPED L.S. S 34'010 6 E / HELD FOR THE CONVERGENCE ANGLE AT GPS ' '1 7019. 837. ry WESTERLY RIGHT OF WAY �h � o, � � STATION N0. 324 ESTABLISHED CURVE BY HOLDING '� � �` �,, / TH SAN C EO ER ON SCALE, �„ � 1w, TANGENT BEARING FROM 1 1 4" LP. �- -.. l-• THE E -W CENTERLINE / " SECTION 27 W\DISC STAMPED L.S. 4368 PER BLOCK 6 j ROS ROS 10954 DETAIL F j •"�' 0 4052 � , (CENTERLINE DUBLIN DRIVE), AND THE N. TS, GRAPHIC SCALE iM AP S % � x ( 1 6 �ry 1 " IRON PIPE W�DlSC STAMPED "L.S 100 0 so 100 200 2201'* PER ROS 4052 AND RECORD j 55231 CURVE TH 3 114 RADIUS. PIPE PER LEGED N WI " v 55 - 22 00 )5 BRASS CAP STAMPED PER S E ET IL °, °� N N '�► / " LEGEND AT LOW TID t IN I � MAP N � N "' ' '30 =1 E IN LAGOON MAP A A Q '� � � (175.31)4 €0=21 Q8 " R 055.36 L -389 42 }1 1 inch 100 it. 11.369 369 (166.6 3 fir" A-20�7 44 R=1055.361 L- 86.12, h � � N . � °�' '°,� � ,65.49 / 534'0106 E 1 h 837.1 ' �,�, TIE TO CEN TERLINE �+- ° 1 0 -► OF /o 0.0 I S `'' €838. �. o`�� i EXISTING 1RACKS l^ ry �� 1 w PORTION GRANTED 74.34 (75)4 -0, 06 E ry� RIG / . S , " 1 c PER DD (ESMT) / N89 613 W 1 �, � W A SET 2 IRON PIPE PER LEGEND WITH �• �0 22.02 {22.02 71(22.02 )5 FOUND 314" IRON PIPE W DISC STAMPED / BRASS CAP STAMPED PER g (20-72 1534 5744 R= 855.36 _ 21 R.C.E. 1534 PER ROS 5928. BENT OVER, L 31'2.9 N LEGEND. 6" UNDER PAVEMENT. NOT USED. ��+° PORTION GRANTED f " p3. 3g' ORIGINAL AtLROAD 1 PER DD1 (ESMT / ' 69 E 3 ' 1 186 o ^'� ) A.T. & S.F. R /R) S34' p €303.3 MM RIGHT 1 OF WAY S134 ¢� . 1 �, .... 621.90, 22 £ 0 y 01 � ' ,`'♦ '0106 "w ' 4 ��• N2451'44 *W 446.82' {446.82 71 d- �,,�'8' Q; ♦ 34 4 p � (563 TIE TO CENTERLINE 2 ,� , (N25 21 16 W 459.65')4 PORTION ` GRAN =t �' *271 N " 4.65 L NTED " R=5654-65' 5 38.73 1 Q 563 MAP 1298 EXISTING TRACKS 76.06' ,�,� h�1 140S 5928 PER DD 6. SEE { 6 28 37 R =5654 L =637. ' . ; 8 6 (75)4 3 q ��'� ��' ROS 5928 M . 18 .65 58 ` S19' " 5 4 �� -- ^.R 11E pNl. _ L= 639.221 ' C O A S T O9 ` S N.F. 4= RE "W 503.60 -- --- `` •...... 19 46'04 "E 540.05' (373 0 " L _ �.., _._- ~C N32 53 40 C f --- _ , „ ,Q- " 28 6 - ROS 9477 �z S19 09'36 "E' (S19 42 38 E Xl- 5 36 34 J1 373 01 L 2 &¢ �1 ,` - - M.M. 186 ►�� _a -a•4�5 43 0 2 3 s s gr ,� , ROS 1S19'46 62 ? '00 "E, � Sly ---5) 40. 04 J4 8 0 1 W AY - --- ' 4 9 ' 1 8 " s Q- . _. 13532 ( 6159 . 746 ( 1 39 " �- 8 4 9.51 0 � ,► '■•r 1 469.6 ` 35 L.O. 9616 R� 1 �� )6 2 J1 506 47.28' _ R�SO 1 3 39 pop t (46.91)4 t d ' 8 ' 48 38'" - 659¢ C_7jT ._ ,._ �' 1S 16 1 S.N.F. (47.28')5_ I 'a'I8' y L -779 98 1 � 19 ROS 11953 SET 1" IRON R; SQpp �, ,s PIPE W,OtSC t P -5440 40, r32 �03j� I NS 7019 "� AT LOW71DE, 2 c t js� q, 9 DOWN. r' r # r (� � J J � � •. � � � �, ,� s2 29 `� FOUND 1 IRON PIPE W\D /SC '` �V �o ry cp / N - .� % STAMPED L.S. 3701 " NO �► t� / �` �► t RECORD. ACCEPTED AS POINT S ` t ON THE EASTERLY RIGHT OF / ^ l / �` �O w 100 > "� .C• o. 9 6�S . t WAY HWY 101. L"(3 ©0 � 9 9. '6 FOUND 1 IRON PIN ! �+ ��,, -, g 0 20 � WITH CAP RCE `�� - �• Z Sj� / 26404" PER ROS -�, /`~• X9477 FOUND LEAD &DISC STAMPED • FOUND IRON PIN N91 H CAP "1 3599" PER ROS 13532. --'� ( "RCE 26404" NO RECORD. SEE HELD AS EASTFRL Y RIGHT OF ~ 4 FOUND 1 " IRON PIN ROS 13532. ACCEPTED AS WAY OLD HWY 101. 1343.95' PER STA T10NING ON IN PAVEMENT. L. - 561 ' POINT ON THE EASTERLY RIGHT L a MAP 9615. NOTE: -.., ACCEPTED AS MON ♦� a- .0`39 , OF WAY HWY 101. STATIONING AND DISTANCES h �. PER ROS 9477. --_.. PER SA L.Q. MAP DO NOT ''--•_. -. ___-- -- ADD UP. PROJECT DESIGN CONSULTANTS nDi Street, Suite WO L.C. 306 1683 Planning] I Landscape Architecture I Engineering I Survey 619 ,235.6471 Tel PACIFIC OCEAN BEACHES 619.234.0U9 Fax APN# 261 --190 L. C. 310 --1683 � t 20 - 9 7 Ro OF S* MAP NO :_---- - - -___ SHEET -9 OF 9 SHEETS low -' HOiWAY FOUND LEAD & TACK IN 101 FOUND LEAD & DISC at CONCRETE. ACCEPTED AS 768.06' STAMPED "L.S. 4759 - NO RECORD. SEE ROS 10' OFFSET MON TO 1 N69 00 08 " E - CORNER AS SHOWN ON 1 50.00' ` 11929. ACCEPTED AS - - - LO 9611 POINT ON W RIGHT OFQS► FOUND 1 1 4" IRON PIPE [N,26 / '00"W 146.5111 WAY HWY 101. � VL�'1V'�TE / " " # 146.51' ._ `� W \Disc STAMPED L.S~ 4368 N26,09 52 W 44.75' 14 PER ROS 13015 AND 16694. 15 970.63' - - I N20-59#52"W N2010'52 "W /` SURWYOIRS' NOTE: THE ORIGINAL RAILROAD RIGHT OF WAY CALLS FOR AN EVEN WIDTH OF -- HELD FOR SOUTH LINE CLIFF " N 200, NTH 40 BEING GRANTED TO THE STATE OF CALIFORNIA PER DEED BOOK 239, PAGE STREET. N89�6'52 "W A= 62'57'00" ( 10 9 168, FOR COAST HWY 101, RESULTING IN A 160' RIGHT OF WAY. HOWEVER, SUBSEQUENT TO jN89'42'00 "W 13 N , MAP 1749 (WHICH SUBD IVIDED LAND ON BOTH SIDES OF THE RAILWAY) SURVEY HISTORY IN ,� R=65.00.9 f2 #10 13 THIS AREA SHOWS SURVEYING DONE ON ONLY ONE SIDE OF THE RAILROAD AT A TIME. / 27 03 CALC D �' L=71.41' c / 12 MAPS 2373 2143 14727, STATE L.O. MAPS 9610 AND 9611 FOR PURPOSES OF THIS PER LO 9611 [A- 62'57'00 "]1 •1 0' SURVEY MONUMENTS PER ROS 16694 AND MAP 14727 *ERE HELD TO ESTABLISH THE 17 N00'53'08 'E [R= 65 FOUND LEAD &TACK IN 1 ,,,two M / r` f� ry rl ; :� EASTERLY RAILROAD RIGHT OF WAY LINE, AND THE EASTERLY RIGHT OF WAY OF COAST i 1i [NO678 00 E]1 ..„� (L =71.41 ]l CONCRETE PER S.D. •J HWY 101 WAS USED TO ESTABLISH THE NES7FRLY RAILROAD RIGHT OF WAY. (SEE ROS 25.00' 10.00' `'- -•- ,,,., COUNTY FIELD NOTES 13015 FOR MONUMENT 71ES IN THIS AREA.) s ed .00 [25.00 ]i � H10), PG 81 AND ROS " �6 / DETAIL L 11929. ACCEPTED AS r') (� �► /{ N. T. S. POINT ON W LY RIGHT OF WAY HWY 101 AND HELD 9 SEABRIGHT - i 5 TO ESTABLISH THE 8 CENTERLINE OF SAID ..- 21 L 14 " HWY. " N7227'12 "W ,.. FOUND 2 IRON PIPE WITH i/2 REBAR IN MIDDLE. MONUMENT IN FOUND 2" IRON PIPE 25.72' TIE LINE 18 I ''`� 13 12 11 CONC. FOOTING OF WOOD FENCE. ACCEPTED AS ORIGINAL MONUMENT * TH DISC IRON PIPE IN •`� PER MAP 2373. HELD FOR B.C. OF CURVE. SEE UNRECORDED LIEU OF 2" IRON PIPE FOUND WELL MONUMENT 20 19 FOUND WELL MONUMENT _ --J 7 � FOU MAG NAIL ANO SURVEY BY BLAKE DA TE•D, DEC. 1997 AND ROS 19925. " " " STAMPED "LS 5335" PER `- IM1 d WASH R STAMPED "L. Wl TH DISC RE 4847 , STAMPED LS 5335 PER 3654 PER ROS 16694 SEE MAP 14727 MAP 14727 MAP 14727 1 27 ESTABLISHED CURVE BY HOLDING A RECORD I 20' RADIUS OF 5629.65' FROM THE 2" IRON FOUND 2" IRON PIPE WITH 22 796. 5l')11 - (20T O 28 PIPE A T R.R. STA 710N 1698 +00 B.C. AND A DISC LS 5335 IN LIEU OF " - FOUND 3 4" IRON PIPE WITH RECORD DISTANCE OF 352.05 )/2" REBAR FROM THE iM'TH CAP (N20 N- CE�R►DS A 'VE. ._ / I .S. " _ N20'5 ' " DISC _ - s 7 96.52' ^`"'` 596.35' (596.42') 0 IS 7959" PER ROS 19925 FOUNJD . IRON PIPE W \DISC STAMPED z o STAMPED 3654 PER �� - (826.011 26 " " Cie + ROS 16694. SEE MAP 14727 ..� --,= •_,,,, ,_.,_ ._... _._..,.._. --- -� --- --- -- "' avow "_ _ --- --- -- --- -- -'" �" _..-- 1422.44' ACCEP 1 FD AS POINT ON THE L.S. 5758 PER PM )8786 SAND METHOD IS 'c',w N20 58 01 W 1422.46 )10 27 N.E.'L Y RIGHT OF WA Y N. C. T.O. THE SAME AS SHOWN ON ROS 19925. o ;Q j " (N20'58'1 7 "W N89107'01 "W 113.06' 26 25 24 RAILWAY. 25 24 �� N �Q� & L E 21 3 2 1 (N89'06'14 "W 113.14')10 = 189.10' Z� �' 23 23 o R 1 7 494.34' (494.43')10 •.l.,.,, - 1'55'29" (4=5'03'48" L= 597.40' ROS 1 z � 22 784.03' (783.90')10 -- -'""" 1556.90' FOUND MAG NAIL AND d � 9925 " o .�..� = 6'04'44" L =597.30' 278.53 - "`� ' (279.32')10 N20'57 2 W WASHER STAMPED L.S. • i A- 1557.64 10 R=5629.65' L= 786.40' N20'58'17 "W ,_ 3654" PER ROS 16694 , w �v (a= 8 ( WAY .� Q .� QF �, -�, R= 5629.65' L= 788.05 RIGHT Q �, I . A� N,C.T, D . (BPS PWT N0. 323 x N N cdop'0 r �Q �°- WIDTH VARIES - SEE NOTE ABOVE _ 1509.96']1 SEE DETAIL "K" S.N.F Z [N21 '35'00"W W 1509.96 (d= 5'52'09" o , �44 S • 8' lj SHEET 6 ..._ -- N20 59 52 765.93' 1 •►'' avow ...• `► �„ R =582 ° dS° -" '�`� I L. 272. f N2135 00 W d= 5'52'35" 9.65 L- 597.17)8 '` !y ♦ ♦ .� g•01 48 82 N20'S 9'52 "W 768 Ca R- 5829.65' Ar - d'• „ R =1 p40.Op� , L=2 72 g c `° _ _ L= 597.90 10, 15'01 N R=1044.00 L 2 } $W z + , - Y 1 " _ 01 4 �"' - 63.35 1 �AT HIGHW A • FOUND 2 IRON PIPE • 33 �'� (�' 15 ---- •'"� N L' 10 ' 1 " 970.22']1 SEE DETAIL "L" `�►� WITH DISC IS 2875" Zp2 � $ AM1�� , _ Q L 1064.21 X22°1120 W , 8 . W 20 2.2 ' } ..�..� <, pp 1 0, Z a , 1 ' 8 • W 970. s3 13 12 11 10 9 ABOVE 5 4 3 v+` 3973 OS 8883, R01 �, .r�- 6. 37 .- . Q���30 a� � Z cn N2135 54 � S � 1 � \ 22.Ty.23 CN3 z� R -3 � o P Q do k. ,♦, I J K L M N THIS POSITION a ,� ITION CALC 'D 1'0 W 0" Z 1 �c F (� H cu PORlTC1N OF A. T. & S.F. ry �i• OCK ' ONLY. NOT ESTABLISHED X1' • 38, - 20� $ 30" f52 A B o 1 �% cc� RAILWAY GRANTED TO 15 16 17 . ��'' 19 20 21 22 THIS SURVEY. �\ Nt�1 ,,� 16 3$ 11 Zp�9 p•pp L 524, �1 ESTABLISHED CURVE BY w THE STATE OF ,..,. ^, 18 •�, ��2 ' o 1 ( ,295 L,, 524-01' = 4b . HOLDING A TANGENT LINE .0 CALIFORNIA PER DDT. 1 1154 3� R y 2950. 00 -- N BETWEEN A RECORD RADIUS 2 c� 1 g 1 cr � t �N �' p'1 R ` ARC OF 3000' AND 40' 4 4 j 2 � ��� ro 0 23 i 7 6 5 AVE11T N MAP 1749 g p0. 0 o \ X10'1 22 0 6 5 OFFSET FROM FOUND LEAD & ACACIA R�Z 1 , s. 21' 9 8 DISC AT HWY STA 241+25. 00. 1 8 ��,1� _ cn 19 20 7 4 3 BL OCK 1 8 -''� , v� °- 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9 18 AVENUE 53. �.� �• ACACIA - 00'33'59.98" 0 \�o 17 `'� 26 27 28 29 , 16 :� MAP 2143 � �, ,� o � �- � �� � 15 16 17 18 19 20 21 22 m .r�E � 6 J 15 1�a CQ ,� � GRAPHIC SCALE Rio 8� 100 0 50 100 200 i (o4 CONVERGENCE ANGLE AT GPS 701 B Street, Suite 800 ( IN FEET) STATION NO. 324 PROJECT DESIGN CONSULTANTS san r;ego, CA 92 101 1 inch = 1 00 & SC" 1' _ 100' Planning I Landscape Architecture I Engineering I Survey 619.235.6471 Tel 61 9.234.009 Fax APN# 263 -- 011 L.C. 302 --1683