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2008-512180 i R_# OF S!# MAP NO* 0 8 { LEGEND LEGEND CONT, SHEET a STATION NO. 57 1 OF, 14 SHEE O INDICATES SET 24" LONG GALVANIZED IRON PIPE ( ) INDICATES FS RECORD DATA AS NOTED FOUND 2 112" BRASS DISC PER ROS N • C ' T D , NTH 2" DOMED BRONZE CAP SET FLUSH STAMPED ( ) INDICATES RECORD DATA PER ROS 1691 S2170'04T 17271 CD T I' ° y RECORD OF SURVEY 00i AS SHOWN IN DETAIL 1, AT RIGHT, UNLESS 15061.62' � ' C T D A POR7ION OF THE NORTH COUNTY TRANSIT DISTRICT (N.T.D.) FORMERLY THE OTHERWISE NOTED ( )2 INDICATES RECORD DATA PER ROS 16291 � T. C. S • 70 0 , A. T.&S.F. RAILWAY, OF VARIOUS WIDTH RIGHT -OF -WAY WITHIN THE CITY OF INDICATES SET 2" BRASS WASHER NTH PK NAIL ( )3 INDICATES RECORD DATA PER ROS 10728 • O EN COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, BEING DESCRIBED I N 0 IN DETAIL 1 ABOVE. STAMPED AS SHOWN E. DOCUMENT ND. 1992- 0802209 RECORDED 12 -15 -1992. ( )4 INDICATES RECORD DATA PER DOC. NO. 0 3 SE0110N 86- 052547 GPS STAT01 NO. 330 � - r,128, R,4W, p 20 A INDICATES SET 3' LONG ALUMINUM POST WITH ( ) INDICATES RECORD DATA PER R.S. 1796 SET MONUM NT P A . �, � �,8,�, y�, ��► 2- 11200 BRONZE CAP SET FLUSH STAMPED AS ( )6 INDICATES RECORD DATA PER DOC. N0. DETAIL 2. , a-. RO N US BASIS OF BEARI SHOWN IN DETAIL 2. _ ,. � O L M 1966 )7620x8 ` `•*. 2 0 0 ( )7 INDICATES RECORD DATA PER R.S. 611 CITY OF % � DETA! , 2 CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, 1991.35 EPOCH, � INDICATES FOUND MONUMENT AS NOTED C ' `'' ' • *. �� �� MO N U�►�� ADJUSTMENT 1ST ORDER HORIZONTAL CONTROL, PER RECORD OF SURVEY ( )8 INDICATES RECORD DATA PER MAP 1801 .�. OL, Q INDICATES FOUND 2" IRON PIPE WAD /SC STAMPED -� 7 ' - " NO. 17271 AND 18416 AT THE FOLLOWING STATIONS: " �► ( INDICATES RECORD DATA PER PM 17934 ° "� -00 3 ' 24.16 " CO ENGR PER ROS 15473. )9 ` DETAIL 1 FOUND REBAR W ALUMINUM CAP STAMPED ( )10 INDICA TES RECORD DATA PER ROS 15473 ' N- G� GPS STA T7ON NO. 57 - N 1993994.52 E 6230749.55 O GPS STATION NO 1024 - N 1968854.514E 6242001.192 "L. S. 3788" PER ROS 16291. ( ))1 INDICATES RECORD DATA PER MAP 10676 $� ELEV A T GPS STATION N0. 1024 = 176.39' N. G. V D. 29 FOUND WELL MONUMENT W\DISC STAMPED "SAN ( )12 INDICATES RECORD DATA PER ROS 16274 • • ' r�' o� A GPS SURVEY WAS PERFORMED HOLDING THESE STA HONS AS FIXED DIEGO CO. ENG. PER R. S. 796 AND SHOW ON ( )13 INVICA TES RECORD DA TA PER ROS 19203 M U p °O o DISTANCES SHOWN ON THIS SURLY BETWEEN GPS CONTROL STA TTOVS ARE ROS 10728 ACCEPTED AS CENTERLINE LA COSTA � �::3 . � �`", � A$ GRID DISTANCES. ALL OTHER DISTANC AVE ]1 INDICATES RECORD DATA PER CAL TRANS -'- . . , -- DETAIL 2. �, 0 4, ES SHOWN HEREON ARE GROUND 0 -0-0- INDICATES MUNICIPAL BOUNDARY RIGHT OF WAY MAPS FOR XI- SD -2 -8 ON SEC'TTON . 5 TTON 4 DISTANCES. TO OBTAIN GROUND LEVEL DISTANCES, MUL TIPL Y DISTANCES FILE WITH THE COUNTY SURVEYOR. BY 110.99997620. QUOTED BEARINGS AND DISTANCES FROM REFERENCE INDI CA TES N. C. T. D. RAILROAD RIGHT -OF -WAY a, . N MAPSIDEEDS ARE GROUND DISTANCES UNLESS OT HERW I NOTED. 12 INDICATES RECORD DATA PER CAL TRANS LO ROS INDICATES RECORD OF SURVEY MAP 9625. CR'Y OF BICATA$ • N RS INDICATES ROAD SURVEY � • `cr„ INDICATES RECORD DATA PER RAILROAD -p ` 7,� R,4W, SURVEYOR S TATEMENT • CONVERGENCE ANGLE AT ST RY INDICATES RAILROAD OR RAILWAY STA TION MAP ORIGINAL N0. CECL 240- 21531. �,B,�i1. � T1 � N0. 1204 714/S MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN PM INDICATES PARCEL MAP XXX INDICATES APPROXIMATE MILE POST CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT XXX SCALE 1 = 2000 S.N.F. INDICA TES SEARCHED NO MONUMENT FOUND D ES/GVA LION • AT THE REQUEST OF NORTH COUNTY TRANSIT DISTRICTfN.C.T.O.) IN JUNE, 2008 1024 - 1341MG'CS1 OUCH JULY, 2008 AND MONUMMED IN SEPTEMBER, 2006. NOTE: CENTERLINE STATIONING AS SHOWN HEREON, !S TAKEN " CPS STAT►OVV NO • FROM "RIGHT OF WAY AND TRACK MAP" ORIGINAL DW4G N0. ` FOUND 2 112 BRASS DISC PER R0 o AND s CECL 230 - 12303, STATION ". ING LABELED "� ORIG RI p • Q 18416 7 C �II ... ............................_.- s 0 GARY L. HUS. ..S 7019 GPS STATION A10, No. 7m$ 328 � - REGISTRA LION EXPIRES 06 -30 -10 * Exp date 6 -30-10 BOitARY NOTE SET MONUMENT P THIS SURVEY IS A RETRACEMENTT OF A PORTION OF THE ATCHISON, TOPEKA AND SANTA FE (A. T. &r S.F.) -� RAILWAY RIGHT- OF" WAY AS CONVEYED TO THE NORTH COUNTY TRANSIT DISTRICT (N.C. T.D.) VIA A' QUIT CLAIM DOCUMENT NO. 1992 - 0802209 AND RECORDED 12 -15 -1992. AT THE 77ME OF SALE T HERE WAS A 44 � GPS STA fl01N N0. 327 OF o�t�� 177LE REPORT PREPARED BY CHICAGO TITLE COMPANY AND A SALES EXHIBIT THAT DEPICTED IN A GRAPHIC. MONUMENT PER EXHIBIT ONLY THE LOCATION OF THE A. T. & SF. RAILWAY RIGHT OF-WAY AS IT WAS BELIEVED TO EXIST DETAIL I AT THIS 71ME, THERE WAS NO SURVEY DONE AT THE DATE OF THE SALE AND A QUITCLAIM STYLE DEED WAS EXECUTED. PROJECT DE9GN CONSULTANTS (PDC) HAS BEEN PROVIDED A COPY OF SAID QUITCLAIM --, COUNTY SU RVEYOR'S, DOCUMENT SALES EXHOT,, TITLE REPORT AND A SET OF SCANNED RAILWAY MAPS THAT N.C. T.D. INHERITED STATEMENT . a . AT THE 11I1/E OF SALE. ;• THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SEC1101V 8766 OF THE w: THESE RAILWAY MAPS ARE OF A REASONABLE LEC4BILITY BUT SOME DETAIL IS DIFFICULT TO READ. POC HAS MADE A DILIGENT EFFORT Tiff DATE TO ACQUIRE A CLEAN PROFESSIONAL LAND SURVEYOR'S ACT THIS Z°�'° -'DAY OF - a , 2008 SET OF 7 1 E ORIGIN FROM A NUMBER OF SOURCE'S BUT HA ME BEEN UNSUCCESSFUL TO DA TEE, WE HA VE BEEN UNABLE TO LOCH T E THE ORIGINALS AND CLEARL Y THEY HAVE NOT BEEN UPDATED FOR SOME T 1ME. THAT BEING SAID THEY ARE IN MY OPMTION THE MOST COMPREHENSIVE RECORD OF THE RAILWAY INTENT WITH t ANb RIGHT-OF-WAY STAT70AAWG AND SOME REFERENCE TO SECTION LINES AND VINTAGE SUBDIVISIONS AND ARE THE PRIMARY SOURCE DOCUMENT FOR THIS RETRACEMENIT. SEC7 � � T. SEC71ON 16 NI TIViTAS GPS STATION NO. 326 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 SCE T FORS L VD. T MONUMENT PER UPON THE BEST AVAILABLE EVIDENCEE, TO MY KNOW SDGE THERE HAS BEEN NO RECORDED COMPREHENSIVE RETRACEMENT OF THE ENTIRE RAILWAY. THE DEED DOCUMENTS WE REG /STRA110N EXPIRES 06 -30-09 * No. mss .N cr DETi4tl 2 CONTA D IN SAID TITLE REPORT HAVE BEEN REVIEWED AND ARE DEPICTED ON THIS SURVEY, SOME OF THE DOCUMENTS ARE GRANTS FROM THE UNITED STATES CONGRESS g WKS g/30 %9 TO THE RAILROAD THROUGH THE PUBLIC LAND SYSTEM. SOME VINTAGE DEEDS DATE FROM TH,TE LATE 1800'S AND ARE DIFFICULT TO READ WITH MINIMAL REFERENCES TO THE 7,135, R,4W, s .t LAND NET. WHERE POSSIBLE WE HAVE PROVIDED A DEED REFERENCE AS IT RELATES TO THE LAND ONES RETRACED HEREON. THE CALIFORNIA DIVISION OF HIGHWAYS DID SAIM, �' �► RETRACO"T MAP SIDE ALONG PORTIONS OF THE WESTERLY E OF THE RAILWAY AT A LEVEL SUFFICIENT TO WRITE THEIR ACQUISITION DEEDS FOR THE COAST HIGHWAY. Ar f of cat�F d � WHERE THEY HA SET MONUMENTS PDC HAS RELIED UPON 774EM AS THE BEST EVIDENCE OF THE RAILWAY LOCATION. VINTAGE SUBDI VISION MAPS DATTHG TO THE EARLY 1900'S GENERALLY SHOW THE RELATIONSHIP BETWEEN A FRONTAGE" ROAD GRANTED ON THE MAP AND THE EASTERLY SIDE OF THE RAILWAY. HOWEVER, THESE MAPS DID � NOT SET DURABLE MINI NTS AND '!HERE HAS BEEN A W DE RANGE OF QUALITY IN THE RETRACEMENIT OF SAID FRONTAGE ROADS. TNERtE ARE MANY RECORDED SURVEYS ANO RE- SUBDIVISION MAPS UP AND DOWN THE UNE THAT HAVE SURVEYED A SMALL PORTION OF THE RAILWAY NTH A WIDE VARIETY OF PR OCE DURES EMPLOYED. THE RECORDER STATEMENT VAST MAJORITY HAVE LOCATED THE CENTERLINE OF THE EXIS77NG RAILS AND OFFSET THIM THE RECORD. WIDTH. IN THIS SURVEYORS OPINION, THAT MAY OR MAY NOT BE FILE N0. THE PROPER PROCEDURE TO LOCATE THE HISTORIC RAILWAY RIGHT- OF -WAY. NOT ONLY THE RAILS MOVE OVER TIME BUT IN MANY CASES THEY HAVE BEEN REALIGNED. THE RELIANCE ON THE RAILS FOR ALL TANGENT PORTIONS OF THE RAILWAY CAN PRODUCE SUBSTANTIALLY DIFFERENT POSITIONS OF RAILWAY GEOMETRY SUCH AS THE FILED THIS DAY OF 2008 AT l %1 O'CLOCK M. IN THE BOOK OF BEGWNING/ENDING OF CURVE (BC/EC) WHICYH DOES NOT REPRESENT THE ORIGINAL HISTORIC RAILROAD RIGHT- OF -WAY. ALTHOUGH ALONG SOME PORTIONS OF THE LINE P�. _ THE RAILS ARE THE ONLY EVIDENCE OF THE RAILROAD RIGHT- OF -WAY. RECORD OF SURVEY MAPS, A T PAGE A T 1 HE REQUEST OF GARY L. HUS. THE A. T. & S.F. RAIL WA Y WAS BUIL T AND COMPLETED TO SAN DIEGO IN THE WD 1880'S. PDC HAS BEEN PROVIDED A SET OF PHOTOCOPIES OF THE VARIOUS VINTAGE RAIL WA Y SURVEY FIELD NOTES DATING BACK TO TTHE EARLY 1900'S. THE MAJORITY OF THE NOTES ARE REGARDING TOPOGRAPHY OR STAKING PROJECTS ALONG THE LINEE, THERE ARE SOME DEED LIST FEE: 28.00 GREGORY J. SWITH FIELD NOT FS SHOMNG FIELD 77ES COI WEC71NG FOUND SECTION CORNER MONUMENTS TO THE RAILWAY RIGHT- OF -WAY. IT APPEARS THAT THE MINIMAL TIES MADE TO SECTION DD 1 ACT OF CONGRESS OF MARCH 482 3, 1875 (18 STi� T. COUNTY RECORDER CORNER MONUMENTS ARE DEPICTED ON T NE PRO VIDED RAILROAD MAPS. ) 002 DEED TO R06EI RT H. BARRELMAN RECORDED DEC. 27 1985 IN DOCUMENT BY.• IL' SO TAIE IN THE MID 1900'S THE NOTES REFER TO AND RELY UPON FOUND 2" IRON PIPES SET AT STATION ALONG THE CENTERLINE RAIL GEOMETRY. A SMALL NUMBER OF � • MODERN SURVEYS HAVE EXCAVATED AND FOUND THESE 2" IRON PIPES AND RELIED UPON THEM FOR THEIR RETRACEMENT SURVEYS. PDC HAS WELTED THESE SURVEYS AS THE N0. 85- 488792. DEPUTY COUNTY RECORDER BEST EVIDENCE WHERE APPLICABLE ALONG THE UNE. IN RECENT 71MES THERE HAS BEEN A LARGE INCREASE IN THE VOLUME OF TRAIN TRAFFIC AND THE NUMBER OF RAIL DD3 EASEMENT TO SAN DIEGO COUNTY RECORDED CONSTRUCTION IMPROVEMENT PROJECTS FOR BRIDGE REPLACEMENTS AND DOUBLE TRACKING. UNFORTUNATELY THIS HAS MADE GETTING PERMISSION TO EXCAVATE UNDER RAILS FOR NOV. 4, 1966 AS DOCUMENT NO. 176208. IRON PIPES THA T MA Y OR MA Y NOT BE THERE IMPRAC77CAL. ADD171ONAU Y. IN THE MID - 1990 THE TRACK STRUCTURE WAS UNDERCUT AND A DEEPER BALLAST SECT ION ADDED DD4 BOOK 38 PAGE 222, DEEDS RECORDED WHICYH MOST LIKELY DESTROYED MOST IF NOT ALL OF THESE MONUMENTS. MARCH 17, 1881 APN 216 -04 APN 256 -09 THIS IS A GENERAL SUMMARY OF THE WIDE RANGE OF AVAILABLE EVIDENCE TO EXECUTE THIS SURVEY. THIS SURVEY HAS BEEN CONDUCTED IN A WAY TO ALLOW FUTURE SURVEYS D05 BOOK 41 PAGE 52, DEEDS, RECORDED DEC. APN 254 -06 APN 256 -08 TO CONNECT TO AND PROVIDE A SEAMLESS RETRACEMENT OF THE ENTIRE RAILROAD RIGHT- OF WAY. SUBSTAN71AL AND DURABLE MONUMENTS HAVE BEEN SET AT ANGLE POINTS, 27, 1881. PaWTS OF CURVATURE AND ON -UNE ALONG LENGTHY TANGENT PORTIONS SPECIFIC NOTES ARE SHOWN WHERE APPLICABLE ON INDIVIDUAL SHEETS APN 254 -05 APN 256 -40 L. C. 334 -1671 006 DEED TO JOHN SCHNEDAR RECORDED JUNE 12, 1974 AS DOCUMENT N0. 74- 154988. APN 254 -25 APN 256-39 L. C. 330 -16 71 70.E B StT �, Suite OD7 DEED TO PAUL ROISHECK RECORDED SEPT APN 256 -03 APN 256 -36 L. C. 330 -1677 PROJECT DESIGN CONSULTANTS Sort Diego, CA 92101 20, 1984 AS DOCUMENT NO. 84- 355645. I Rx €ter °9 d +�'°"q ti '" I Eng 4 Ct�h 619,236, "7% Tel 3 19 L. C. � s o ti} I ��. ��. APN P lanning - 254- 2 APN 258- 326 -1677 619 APN 256 --30 APN 258 -- 03 L.C. 322 - 77 i i SHEEN" 2 OF10 SHEETS b / GRAPHIC SCALE 900 o so 1 00 zoo 4: - 0 � =-- -. ___..._ FOUND 5 CONCRETE c FEET , MONUMENT W \PIN. NO c RECORD. SEE PM 19425. f` i inch 100 ft. ACCEPTED AS MONUMENT ON N I i THE SOUTHERY R/W UNE LAS COSTA AVE. CONVERGENCE ANGLE AT STA RON NO. 1024 o •52'11, W l KWTO �-- 2 5.00 o 44 to � o rn l 4 �3 1% MAjo 10 c' J Zi - e.:A .••► "''�• V,, $ . cw f 1 •� FOUND 2 IRON 1 J0 � -- o . FOUND.., IRON PIPE W,DISC E. STAMPED "R. C. 26525 PER PM r At 1 0 , r PIPE OPEN �� ACCEPTED AS MONI ^ .1 8410. ACCEPTED AS 2.00' OFT SET �'"' ��, ,) --� ,52� r , y 2 PER PM 1._. f . � TO SOUTHERLY R/W LINE::: LA COSTA C� A VE. SEE PM 19425. D f Q 0 E U CA YPTUS FOUND 1 1/2" IRON PIPE, �, �' /-- LOT OPEN NO RECORD IN A tiE U 9 2 LE of � O 3/4" AXLE PER PM 8410. a8 P ACCEPTED AS POINT ON THE \ `` / _ $ \ SOUTHERLY RIGHT OF OF LA <b '�-1 1 J b ' I COSTA A VE. P R., 313 A TE � P 4 Old, „� C, , �o, , _ ,�, h � 1 T,12 8� '� N Jt,•4 W, +�,�� T � F� J l , N C7D . l 4) C\ N ` / N �--- SEE S�IEET 3 cv p BJBJMJ QC / ��� � ♦ .� / B Lo j r IN ..............,,, '' cCENT ERUNE LA COSTA A VE ~` "" =mom N15�3' " \ ''�/ ESTABLISHED BY HOLDING l c► i 529.25' `.� PARALLEL AND 25 FROM THEE / .�q, LIMITS OF "; = - .> -�;; •�,!`,,�,� 25 EASTERLY LINE OF R/R FDUNO 2" IRON PIPE �, /Z Cb THIS SURVEY ` "� ` - ' " it y RIGHT OF WA Y. .` Z r � P OINT -.`,f' ; '.: d =39'16 56 J L, :'`s ' T `,= T- R-225.DO' 9 ,. „ WITH DISC STAMPED L.S � I N15vj f9 " W 3065 PER PM 1252 / 015 4130 W �' N . '`,.- L= 154.26' -- / N15 03'19 "W 781.57)PM 168 w '1g"W :i =;.` : N Tl3':1g N15 " i.J. >v o .�, , W .ANA �ZO. 09 _ 780.72 t-11. N: o 25 50.6 TO 6514.6f' FOUND REBAR WI TH Z ';., ' 7234.71 w W ALUMINUM CAP STAMPED SHEET 3 , �, ' V -- EX/SITNG SACKS - - .... �..�. "L . S. 3788" PER ROS 16291. 161 "MM DETAlL AND � ,, = ti�Y' ; -' ��, y, -- 0 77.94' ,� 1 0.19 TO SET MONUM ""' ... ..,..... o A/OIHU M, �;. '1 "w 337. ' N.c.T 98 ENT .........,,,, AR/PTIANS .-; ; .- ' `�.: ��, 3 HT 989.2 , 6 -- �o 789 : 04 R. N15�306W , 4.5E ; ry - 4 561 AY / f5ao.,' .01 N1500 f9 "W TO SET ONUMENT ,; N J . : ;~,•"'` : T 3860.49 r �� , \ `, ` ` D 0 i E EASEMENT GRANTED r0: `,�., (AIM R FILE 7f24.52 ,�, ON AN - :SAN DIEGO COUNT: P €R op11 ARE�M ...... _ Q P B --- ----._ .._ FILE N0. 1�s20�, REC ROSER� 547• _ Z 86 .05 2 - 1 /� NORTHWEST CORNER GJ J � NQV 4, 1966. NQ. _ SECTION 4. 1 r� OF l ot " W cxv 0 1 5 S FOUND 6x6 CONIC MON, . PER ..•- FOUND 6x6 CONC MON. PER R � W � .�. - l �Sp. ?p , J J R W MAP XI- SD -2 -6 AND CO MAP XI -SD 2 -8 AND SHOWN ON SHOWN ON RDS 10728 AND :1691.: �� ROS 10728 AND 1691. ACCEPTED J C AS MONUMENT FOR BOTH THE EASTERLY RIGHT OF WAY HWY 101 AND THE N ---- �ESTERLY N T.D. �Jqo C . I* l FOUND " IF!ON P/PEW TACK 2p RIGHT -OIF- -WAY. �� 1 ' PER RDS 725. ACCEPTED D AS ---► N.W. CORNER SECT ION 4. C/ ' ' FOUND 5X5 CONCRETE MONUMENT SHOWN ON L.S. '�. 769 ACCEPTED AS WEST 114 S l CORNER SECTION i'1 4 � 4. AjjAP I. Vr P I V1 18J8 7 1 1A Vr' 7. .1 cA 7011 a street suits g PROJECT DESIGN CONSULTANTS Sort Dd a, 0.92101 F . �, L ands 4 f 9�. ,� ,� ,,. 619.235.6471 Tel APN 216-04 L.C. ... . �a I � .� �d �.. e s .r�- ftec tu: e I Engineer in I 4 -167 619,24.0349 Fax AD cd R OF S MAP NO 0308 L.C. 330 -1671 0. 20 300 R i MAP NO SEE SHEET 2 SHEET 3 OF 10 SHEETS SU I�G RRS NOIE- , - 0 0 3424.16 * r Q Co r• � 774E POR71ON OF NC7D RAIL WAY NORTH OF LA COSTA AVE IS NOT PARALLEL W1 TH THE 6X6 CONCRETE MONUMENTS CT SET BY THE STATE DIVISION OF HIGHWAYS. SAID 6 "X6" � J •� � �"'� � O MONUMENTS WERE ACCCEP7FD AS MONUMENTS ON 774E co I 1 WESTERLY RIGHT OF WAY OF THE NC7D RAIL WAY AND ARE a ` '/D� Q � IN AGREEMENT W7H THE EXISTING TRACK ALIGNMENT. ,�; , N GRAPHIC SCALE _ _ G�,/ HOWEVER THE EXISTING TRACKS APPEAR TO DEVIATE IN A 1w o w so loo S r, / f', J, J NORTHEASTERLY DIRECTION AT AROUND HIGHWAY STATION �, 'P► CONVERGENPE ANGLE AT STATON .! 111+42. MONUMENTS SET PER ROS 1691 APPEAR TO FIT THE CENTERLINE TRACKS AND HA BEEN USED IN SUBSEQUENT i° a c 1024 5 �� IN C� C� SURVEYS FOR THE WESTERLY RIP ROW. (SEE ROS 1691, o r , L A ,�, J J J J o (` r � (` I inch - 50 CAL TRANS LO 9625, ROS 16291 AND 10728). FOR THIS !t. o P O R J F °- ,-- � j o j \ j � � � r r REASON, SAID MONUMENTS WERE HELD FOR THE WE STERL Y � � � � � � J ri J r , � � J J RIGHT OF WAY OF SAID RAIL WAY AT T HIS LOCH 710N. S � J o - �j - 12Sj RAW, PORJ OF sp:.Gj 33 T i 1 o i 3 p RAM .,.,, TA28jo RAM, SiSiMi N sjjf3 J\ Jlj r"MUM �M` """""" 741 ' 513 D6 " W 30' 30 �� °o CEN7ERUNE LA COSTA AVE AND VULCAN ► � o 529.25' �+ AVE ESTABLISHED BY HOLDING PARALLEL / AND 25' FROM 774E EASTERLY UNE OF LIMIT OF THIS HELD `,� ` !,t `� ? R/R RIGHT OF WAY. SURVEY PARALLEL �� O SEE SURVEYOR'S NOTE J.�'S ° EASEMENT GRANTED TO SAN DIEGO COUNTY PER FILE NO. 176208, REC ` J' = N r� r►� r o $ NOV 4, 1966. `� `}``,, `` . -, Y` , = , l ` ? ?S -- - 720_09' '1 .� :.7 , --1 J C A N '03' " ; `, . aP,& STATION "W 7415 �L19 W N15�7319 AVE W - ` 7234.71 ' I - ` 789 .104 Q ■ D, R IGH T 9 -. . - OF SEE 89. 6. 989.92)6 -- WAY DETAIL 'A' V FOUND REBAR W\ALUMINUM CAP o E , - -, `� ' . - -- d a POR710N QUITCLAIMED TO _ " FOUND LEAD & TACK IN CONCRETE SLAB , �� �+..�' - -- STAMPED L.S. 3788 " PER ROS 16291. �1 ON RO ROBERT BARELMANN PER , - FILE ! 746 70248 E R� Io cis SEE ROS HELD FOR WESTERLY RIGHT OF WAY I °� PER R/W MAP XI -SD -5. �1�'i . =�; �'` x '" �,, 740. 85- 488792. (> 11 �o �' - °i 16291.HELD FOR WESTERLY RIGHT OF WAY ` -� ` �`' ; ` "iW); STA • NCTD RAIL WAY. o ,�� �; , �` 42 ., N15�319 W 80 0 0 � � NC7D RAIL WAY. � k = `, �, , 133 +59. o �......� ..,� 20 cr (74145735 "W 337.13 (7415'43'15„ • ` ...,...........,. ,.,.,, , 5 �9 i = ` � `', I"'} �� _ -- 337.33 3 �1 " W 7123.21 ' 1 226.81 ; ; ..- Q: c;3 'v� v� T1 v .```.,� J 0 J L.-2� p• 5 � )4 1' ____ --�- N15�319 W 7124. 2 52 �, 226.56 1 133.21) X- , .+,; w, -' X L _208�7 _._ -^. o ..` Nf5�306 W 1 13, N15 -?306 W 7415'01' ,� x--11 35 . X54 . �.- „ 3860.49 , 437.01 ' ,, .. (' 15 W)4 ( 12� �; Zg' `, (3859.80 )1 " E 4 115.89 ( ,�' ���.34 > 93 88, ' -�- ,, 3 ` 2 0 N54103 45 41.55' 30 42' � *- �` �-='' y- `, ` ��� 4 LI 93.91') I S62'18'31 "W FOUND 6x6" CONC MON, PER R�W MAP N54 - SO -2 -B . ,cam r, _ _ ,� Co , � , S�VF ; , , ` r 486.00 L-- ' 28 AND SHOW ! L 2 ,� c`3 r� 04 07 E c� `,.� • 0`0 , R -2 ,� 1 1 SHOW S 10728 AND 1691. ACCEPTED cc o r 0 �•• �► ( ,,_,, ,' :,--' 10140p•dQ�1', : = 245 6 - 0 0 �,,, , N .f'' 41.04 )2 w i R , 164 Z R ..1 (S6217 00 W)3 FOR EASTERLY RIGHT OF WAY OLD HWY 101 N N '' ,� "5 , 2 � v�, 1 (19.24')3 �..,�J'` •- R =50.00 tr 3" -- R J E J J/ J L =49.77 \ /, 1 ,. (�. 06 1 " IRON PIPE W Al =57V i'51 " 3'55 3 e ` .Q POR77ON QUI TC . FOUND 2 AIMED TO o l / Z ; . " 1 m BERT BARELMANN PER c� PLUG PER CALTRANS L.O. WOOD . MAP (A--57 / X55 3 } R= 20.00' ROBERT - B AT J r;� u J �' O o NO. 9 ACCEPTED AS (L=49.85)2 �p -2� � N s . FILE 740.86 0.2547. L =31.00 , (30.94 )3 1 'o MONUMENT ON THE NORTH N �, 4=88'48'17" (4= 88'38'31 ")3 FOUND 314" IRON PIPE W\PLUG BROKEN A Gzj D 0 j\j LINE LOT 10, SEC. 33. I S) W. NO RECORD ACCEPTED AS POINT ON • , 1 FOUND PIPE i 45 3/4 " IRON: W\PLUG BROKEN EASTERLY RIGHT OF WAY HIGHWAY 101 OFF.. NO.. - -OR0 ACCEPTED AS PRINT h�ON SOUTHERLY RIGHT OF WAY" COSTA °:. • q�� •"?°` A VENUE ;,,� �•5 6' p0 hh �r FOUND REBAR AND CAP STAMPED " L.S. 7942 ' NO RECORD. ACCEPTED AS (5.42')2 1 5.55' ``' O j. MONUMENT .ON THE SOUTHERLY LINE OF Q LA COSTA AW, BEARS N54W'45 "E 0.73' o *%- FROU THE WESTERLY RIGHT OF WAY OF ,. " A " NC7D FOUND 6x6 CONC MON, PER Og,15. j Z : 2 t1Gji / NC7D RAILWAY. R W MAP XI- SO -2 -B AND " 208:57) + / SHOWN ON ROS 10728 AND 1691. N29 , 58, W 2p �, •58 (N29 � A ST C W CAR .� � of c T C., - OR + © o 0 p J��J DETAIL A N. T.S. PROJECT DESIGN CONSULTANTS So Dago, 0.92-10£ APN 216 - 04 L.C. 334 -1671` Pi,!;+. Pi I � ?tyng Awp p(o.q. T C �*.•`¢hip t"eti?�n r w nQl n,+� oP m '� : � 4 -, .:4 619, t, „i6."7 Tel :,a +. o:V ..��we �C,Iw�Y,..d'+w S of -wc2 .E b.�f,s wbll "r„r I \: -..'• ��'t: 3'a��i: �� 5a�n�' I +wo 4,±2 �,,� �y 619,234.9 Fax L.C. 330 -1671 R � MAP No / SHEET 4 OF 10 SHEETS l J ` J -0 34 24.16 F TO NE A VE / MA �� CONVERGENCE ANGLE AT STATION NO. 1024 - 1802 / , .rte AMA VI n , A FOUND 2 IRON PIPE OPEN. ACCEPTED AS MON PER PM" 1252. r.., EUC ALypTUS A VE PAVI W � W /� • � � "�` r r J 2J, - /� r —� 1� 184 2 F " ' FOUND 2 IRON PIP E FOUND 6X6 CONCRETE " I.S. RO MONUMENT, NO RECORD. I \D /SC STAMPED L .J -1 ,^o ._ ..� ACCEPTED AS POINT ON FOUND 2 IRON PIPE WITH /� � �� 4394" PER MAP 11022. 1HE EASTERLY RIGHT OF DISC STAMPED L.S. 3065" f' WAY OF VULCAN I PER PM 1252 / , „r. " NAVE. SEE SEARCHED FOR FOUND LEAD AND DISC STAMPED "LS. FOUND 5/8 REBAR PENDING RECORD OF * X6' 6922 PER MAP N0. 14225. ACCEPTED 6X6 COAICRETE: , / NO RECORD SURVEY BY COASTAL LAND AS 3.00 OFFSET TO THE EASTERLY (N15-41'30"W J SEE PM 1252 SOLU71ONS. MAP MONUMENT PER " .i� - RIGHT OF WAY OF VULCAN AVE AN (' PM 12787, NOT D Nf5�319 W J �„� - - THE N , J J -• - �� ,r f . FOUND. 0R7H14EST CORNER OF LOT 47, — 781.57)PM 16$9 FOUND 2" IRON PIPE � iJ : / / � OF MAP N0. 14225 78f. 72' N74 56'41 "E S74 X6'41 "W '� �"'� W \DISC ILLEGABLE 1 � 77.94 _ -- �►. 50.89; 77E 50.00' TIE 25' ACCEPTED AS MONUMENT FOUND PK NAIL IN N15Y13'f9 "W _.� PER MAP 1)022 • AC. NO RECORD �' tJ C A VK -� _ — 164.28' — 1V74' 56 4f'� 56 S74 56 41 16f �— " _ 0.19 rO SET MONUMENT _ 24.32 N7436'4 " "y N15T1319 W 473.03' 1 62.99' 25' f 6.86' —5 f 1 ,' _: 15 _ 00.00' 0 10.16 N74 56'4 " r0 FOUNp MONUMENT `- 1 E N15�3'19 "W _ �N 0315 W 46.7 ' 15 ,� -- -- _ NORTHWEST CORNER `- 0.49' 385 72 9 386 — � 9.80 J1 NeC. T.D. ° — .1500.00' ro 34.71 _____..... SECT !ON 4. '� MONUMENT GHWA Y WAY 789304. - 141 0 _ 0� f5oo. oa ro MONU 00, / os 712J 24.2 _ ` n _ " .r l FOUND 1 IRON PIPEW � TACK �+ PER ROS 725. ACCEPTED AS r I N.W. CORNER / E SECTION 4. IM A / 1 0JJJ � J W J ]\J]J-\.P 727.4el �. _ � r � J ,4,,, � J 2p f 7 r GRAPHIC SCALE "' 100 ° 50 10° 20Q FOUND 5X5 CON RETE 7018 ste t, Suits 8 MONUMENT SHO ON L.S. PROJECT DESIGN CONSULTANTS Sort Die CA 92101 769 ACCEP7FD AS NEST 114 Pl a :p � > .: and tip.. s :� � r Sur 619.235.647 Tel ( ER FEET) CORNER S EC770NI 4 APN 254 -06 L C 330 -1671 r �':::.: tle;� k;��'. I _:: s..< ��,.%��^�31 � `�" 9 of �'wF:.E d..,o+�wa.d: +�,..� f Engineering �'a�v. `C�i: �� ?� � 619.234.0349 Fax 1 inch = 100 ft. C. APN 254 -05 L.C. 330 -1677 SHEET 5 OF 10 SHEETS 3 I � � r J � CZ� J0 .� I 3 FOUND 6 f 0 "X6" CONCRETE f' MONUMENT PER MAP 1776 ', v AND PM 962 AND ROS HE.R1I r 15769 ES a Tr r s .0 A -7 ijAp 1\101 �'} - 1 E3422 - 14226 -� J 1 J J - J r -19 0 _ _ J� J _r ,�. 0.31 � (` J � J"J� J J, FOUND LEAD AND DISC STAMPED L.S. 6922 b•4 / MAP �� o, o• - r PER MAP NO. 14225. ACCEPTED AS 3.00' 1 4305 OT `, OFFSET TO THE EASTERLY RIGHT OF WAY OF 1499.90 t r r� + R 8 ` y VULCAN AVE AND THE NORTHWEST CORNS q OF LOT 47, OF MAP N0. 14225 WW AV: f �' �J 1 - y y c �0r �Or ry� 1b 4 48 .� D HOLE AS F .� it 74'56' 25 fD LEAD AN �+ �, 49.8' FR01 MaNUM €NT TO J 0 � a 41E „ „ t� r 46.79 REPLACEMENT FOR 6X6 CONC 1E - A KS l`. _ R C R. 22782. ♦ Jj!� CENTERLINE EXISTING TR C ..� J /I MONUMENT PER 49.9 FROM tALC ED MP C.R. : OW J J 487.65' -- N74 6'41 "E / RIGHT -�O WAY 36 345.33' 46.96' — — 11 52.' 1500.00' TO MONUMENT 430.1 T N15 0319"IW L 25' I 116.03' -- . 860.49 5 N1103'19 "W 1521.47 I 1500.00' TO MONUMENT -_ yxv 4. 03 --m� 3860.49' 3859.80 1 860.49' -- MC .T.D . ._ N15�319 W �� ..� -- . �N15 4315 W I 7234. HIG HED FOR 6 "X6" CC NC. — 0 SEARC wA 1776 2049 ..''" ♦ I`"�Y 176 _.. 101 MON PER MAPS _ — r, & 2078. NOT FOUND. -' " —� -- .__ — 9.03 � -- -.._ ._.. _. — — --- _::FOUND., xfi .GONG. M0�1 W`LEAD PLUG AND DISC SET MONUMENT STAMPED *LS. 4368 PER RAW MAP XhSD -2 -B 3264.03' I J263.4111 AND ROs 954 A ND 1148:1. ACCEp1LD'`OR THE: ="� _.._ - — — _- 7 124.52'" 7123.21' 000 ♦ �` te .► EASTERLY R/GH1" Of' . HWY 101 AND 1HE. — -- -- -- — — — �„ .� J _ r _ 1�1+ESTfRLY RIGHT OF: Wi4Y OF N.C. T.D, low W J FOUND 6x6 CONC MOH, W PLEAD PLUG AND DISC I �,,, .- z.} ,� .,,., � STAMPED L.S. 4368 , PER R \ W MAP XI - SD -2 -B o l / Q 1 I J r _ AND ROS 9540 AND 11481. ACCEPTED FOR THE �, .� , J EASTERLY RIGHT OF WAY HWY 101 AND THE o� 49.8 TO CENTERLINE o -y / WESTERLY RIGHT- OF-WAY OF N.C. T.D. N.C. T.D. I EXISTING TRACKS ry 3% RIGHT- OF-WAY / Q ' 0.10' J JJ __ N- — 10 — 1 — 1 34 J -0 24.16 ` Q �, •,� J � E`",� E,y y �-� J ............... — - 12 w .� i J _� CONVERGENCE ANGLE AT STAnON J .r C) '17 N0. 102 r � J O C. J - r, _ `�•� C SCALE GRAPHI C _ -....1 � �J� J r J `'�► L. 100 0 50 100 J < �,� _ 1 < �,� J� J - - '0 1 inch 100 tk J,� FOUND 5X5 CONCRETE MONUMENT SHOWN ON L.S. 701 B Strast Surke 800 769 ACCEPTED AS WEST 114 DESIGN CONSULTANTS S U LTA NTS San # € o, CA 92101 CORNER SE 4. APN 254 -25 L.C. 330-16 71 PROJECT ��s P lanning 1 and c p" a A rch i tecture s Dt r I i�--.r*. i w ng 1 w.� , --ey 19,2,3�+3.afi�.i % Tel 0 F MAP N 0 _.�:: ����.. e�,�. ����w��. � ti... �����:: �� ::� �+4,�+� ye��p .P�l'��p(� F ax APN 254 -05 L. C. 330 1677 030 8 R S * � MAP NO SHEET 6 OF 10 SHEETS — 0'3424.16" .� ] - _ _ ti _ _ �I FD B DISC IN STANDARD J J J .,1 _ f . STREET SURVEY MONUMENT J J � STAMPED SD CO ENG ' PER R.S. pia JJ r _ J0 • ?� l 1799-2. �y 4 I ..> , J CONVERGENCE ANGLE AT STATION NO. 1024 HERMES A V GRAPHIC SCALE cy 100 0 ;SO 100 200 — 12 QE AV: IN FEET w r 1• o 1 inch — 100 & 2 7 2611 'W 2;..5 2 2 r --r J - IN cd V � � •� I ''` FOUND 3/4 ,► IRON PIPE �„j cle Q W IH TACK ACCEPTED AS f . MONUMENT PER PM 123f6 FD BRASS DISC IN STANDARD -J STREET SURVEY MONUMENT _J CO ENG - 17 r - J STAMPED: "SD " PER R.$. TIE UN J a • /� N287 _ , f • 1799 -2.: ACCEPTED AS::MONUY T 4 40 E J J J _ - ON CENTER - J J D NE E XTEND ED .____ ..... 51.74'' IIVT J +n N7436'41T 24.81 AV. 8 `, .,,� �� r z FOUND 3/4" IRON PIPE, BROKEN. r _ — — -- :.� 2 ACCEPTED AS MONUMENT SET 152.47 — -.� J PER ROS 13234. 1764.03' — 15 '— ,� w 20 ULCAN NI5v3 o A NU,E .. " 25 -` — N74 56 4f E , ._.._. Aft 3:19 yy `- — N74 35: '36 "E :90 94 6. 49.92 , �r (769.0 Dr 3 � RICH 1500.00 _ _ _ d--12 - -- �� 506.66 X015 - �y • * N R =5679.65' -- N74 56 41 E L= 1272.56' y _ -- 18.08' 7234.71' 7$g 3. � ,N 04 t� 1201 5 Ny5'43'15 — 3264.03 — R =5729, 65'` n _ -- — [ 1495.00' — L=128177! ....::: A Y• - - - /I '-1 f' - 1 01 �ORIG. R��RR STA `, J r 47+3.8 E.0 _J 7124 52 2 a. 12�5 ,,,,,,, � r ► ..... --- --_._. 123 1'71 �� _ R= 5779..5 --- - 2 €� � ( � � ' r faUl 1113 6"x6" �� L- 1294.97 t� J 4 J ) X' Raw MAP ,� a AND ,►aw�r 1481. �L RDS ANO ACCEPTED ASfiU�lE'NT:: C O': THE' M 1�4Ki�l'C E h . - r rvAt, SrA - �- AND F _ .--' � EAS�RL Y RIGHT �` J X £ TERLY R WAY HWY -0V AND f , IGIfT .,OF -A.Y. .N..: +' ............ . ........... ........ P-w 4 3 7 0t J 20 ti — 10 J 7 J '2 0 —1,9 J� J .� _ J J J..� J J J ..� J� J f ,� �J�_ JJJ� J � J,, 701 8 stmt Suits 800 APN 256 -03 PROJECT DESIGN CONSULTANTS Sort D1 x, CA 92101 P-m i ttY n �`^�;Y'd sq+. s Architect Engin 619,235,W! Tel APN 254 -32 ��c .�i q�,�'. ' ;,,w�f� ��:a1'4..�i1 �9 <w I I c.,�14.r'< < 'w•� �+q ,y�.y�g� ,p�e±, 6 E r'3.'.d:.34.Sdt:49 F asw APN 254 -25 L.C. 326 -1677 a 20308 S HEET 7 OF 10 SHEETS ~` - 0'34'24.16" �F GRAPHIC SCALE 100 0 50 goo 200 (IN 1 inch 100 !t. CONVERGENCE ANGLE AT STA7701V �. NO. 1024 Po l r ri J E PA 6 2 � 1 .J APPROXIMA 7E CEN r r _ /1 TER of / rV o Ail A P � J 9 J � � r` F / � '' � sECnON 9 w r.X4 pt rR J J - 10 J E ,. FD STEEL PIN PER R.S. Ail FD 1 2 REBAR NO CAP / 611. ACCEPTED AS POINT ACCEPTED AS MONUMENT ON THE EASTERLY RIGHT PER PM 5289. OF WAY N.C. T.D RAILWAY. , R.S. RO 1 3 s11 (14.10) 7 MEN 1411.7 ONU M 03 To 1 5Q0 • 00 3731.92 N74'56'41 "E FOUND 3/4 "ION PIPE, BROKEN. FOUND 1/2" PIN. NO 3809. gT 49.92' ACCEPTED AS MONUMENT SET PER RECORD. NOT ACCEPTED. N27 A : 0.98 ROS 13234. ,. �3 34 N65 -28 39 E R 7�3 334.1) �� N T 35.9 STA 75.25 A=372�14 L , �- - N7025 27 E R 1 t - 0 ; --" p0.00 TO MONUMENT 77 4 1947 +33.8 E .0 V ULCM A V X51 .09' _ 122.56 15 3677 ? 11 • # w _ L- 490.13 d=43f 22 L =448.32 t1 --4�6 40 L=1280.00, G . R - �. N27 334 PIN `' - N15�3'19"W 7234.71' ,. R =5679.6 R' 83:77 �-- B. ►, _ / A-4215015 �.�• R= 5729. , �'..) O. G W. s2 O 1 1934 + - 7 - a- 48 00 N.C. 65 !2$.33 34 R -5729' � .. ' L 1294.97 1 Nf5 - _ X015 EXISTIN r .. N��T�►Cw PAR �i .6 . 7k 3 r91 �.. 12- 44 -- � 1294.97 „ » GaN� M F(�R � N15 15 R= 5779.65 L p 6 xG �, , AGDEp D:: X319 W 7124.52 r�p-2 O�,p N �4= 92'50 R =5779.65' _. • 0'15" -- MAP Y 52 ..RICIr }: Y d�12 5 RLY F�L .. 1� 1 EASE �, �$� -, til Foy 1 p1 AND 282 -►' A NyyY' f o DUND 6 x CONC TAC, PER R,W - - -- -- 1= fl f , r' SAP Xl 2 1 ,gN,p SHOt�1�1 ROS L A VE AMD 11481. ICf 'P7El� AS Ad►OVUUMENT AIARK!lyG �'.G TA A Q , 1T1E 8.C. Cam' 1NE ORlC�INAL R ND J /R : STA10N A z.1 94 J .�1.. -� •r- _ ��t'' I FV 7NE WE57FI�L Y RIGHT : f�F-� : J f /� WA Y HNC!' ;101 .�. r J oi:�� sz.. to J 2 3 4 . . . . I I . . . . . . . . . . . . . . I I . . - 10 r. r A l � � . 3 , 0 28272 25. 2 / .. . .. . .. .. J LA MESA A TTY. --]-I P 701 B Suet, iAs (3 APN 256 -30 PROJECT DESIGN CONSULTANTS San DfOvo, 92101 PP '`` ?� •n a. I �,q. Px 49. �D �re Engin Y l,� �,� 619.235.647% Tel APN ;�� . _� ,�..�, ���a: w.. .�-�� :����,w�: G.. I I ��y,: �;��� 256 -09 619,234MUS Fax R 0 F S MAP N 0 APN 256 -08 L.C. 326 -1677 2030 Ro 0 ; OF S: MAP NO * SHEET 8 OF10 SHEETS – 0'34'24.16 "� — 10 c cc s a� CONVERGENCE ANGLE AT STATION — DR _____ NO. 1024 S UIVSET — GRAPHIC SCALE 100 0 30 100 zoo r IN r 1 inch = 100 ft. IRIV PIPE �- — iJ DISC STAMPED _ C —r F- I ` X436$" PER PM : 1 \ 1 J POINT..WIS. ORIGINALLY . / _ /8 PIN PER MAP .1801. •, Ifs W DfSC STAMPED L AJ J 1\ J A Jai 1 R.C,E, 48 J WA : SET ; a4ND LA TifR DESTROYED S C` C` 0 tOM WATER LINE. — jp L C..) aysn?UCnOIv, PcnoN : WAS nED: PER:, PM :J:7. 934 J / AND. RESET W C.1. FOUND 5/8 PIN WITH DISC WIRED `. �,� PER PM 12549. SAID 518 " PIN " TO TOP. STAMPED R.C.E. 24873 , , �-- (` STAMPED L. S.: 4368 T ^� — – r WAS ORIGINAL MONO ' t �^ F � � MENT PER " P J r J J J .r-' 1 J� MAP 1801 a E W - 1) J N62'o Z6 — gt 1538.93 9 TO MON UMENT �'� J f IN y y �� 0 f S.E� �� � 2 .11 _ 1538. p0 1231. 92 T 54.47' r Z 73.1 -1 4 S r (�' 0 1\ 9 (54.54) 7 t��t _ GPS POINT � �V-- "' M E N T _ r " c - ` 3809:97 Tp MONK r� �� FOUND 3/4 IRON PIPE NO. — � 1177. J J r� —.� yy Nr APPROXIMA TE .69')8 --- - o WITH DISC STAMPED R. C. ( E. -- ON IM 22fi CENTER OF / 24873 ; PER PM 12549. —. 725.88 1000,00' TO "' , .. SECTION 9 3677.78 1 � — 3677. — 2264.79' _. ~`' k.��► "" .00 TO MONUMENT / 100 1413.10) 7 .00' TRACKS EXIS �� � -- _ N 7 1411-7 TO MONUMENT � � I �j � —.� � � J 00 _ - W 1500• N27 034 W ---`✓~ 1 11 TO 101 >0__ - - - 14 753 34 _ WAY NZ 30 T 3 �IG [ N28 3 _ W r ,, �' 1 40 W J 2 3 y - 2 •� J OS AVE �IEI� - 1 2 3 4 6 - 1 6 4 32 - 1 • 3 4� 1 2 3 � �2 - 13 W 2 - 12 0 1 J7 J J6 - _ - - - ,,_r_ z,, - 141 - 13 _ -1-1 _ —r _�. _ — -16 _ _ J � _� .� J J� J� J�' J � J� 14 13 J� J J J� 0 0 � J � .� - _ ?' J J 12 1,� J � 1� J 1� JJ o c L L I A VETA A tip. LA ETA AVE 0 A P .0 -1 2 3 4 .� - 10 - 1 - 1 - _ - J � � � � JJ 19 0122 1,0 � _ J� _ J� _ J� � � �' � � 1O � �� �' _ r r w 1 2 3 4 6 7 8 J� J� 70 -3 SiTast, Suits 800 APN 256 -40 PROJECT DESIGN CONSULTANTS Sort Dego, CA 92101 r> .p g �� yp$�y 619.235..7% -gel APN 256 -39 61-9,234,0349 Fu ,�F L ... g I -a �m.+:wFS,.�.11p S c: iS.v';;d't„vw�u.i t. I I 4.�u. �?w� APN 256-36 L. C.322— 1 677 20308 SHEET 9 OF 10 SHEETS H FOUND 2" IRON PIPE 4fTH DISC STAMPED / RAPHIC SCALE L.S. 3065 PER MAP 7474. NOT �.J ACCEPTED AS SEC71ON CORNER » 1oo c 50 100 zoo NOT TO SCALE ' /,,�• -0 34 24.16 �► S8478'36 "W I C) 1.17' y ( IN MET 1 inch - 100 ft. J � FOUND 2:: IRON PIPE WITH DISC FOUND 5 y�O B3 STAMPED " 110 R.E. 636" REBAR, NO RECORD. FOR 1615 ACCEPTED AS !� AS SHOWW ON MAP 10676 MONUMENT PER j J] L� '" ► 7 CONVERGENCE ANGLE AT STA71ON ACCEPTED AS SEC110N CORNER 7934 697 AND PM N0. 1024 •.,� FOWD 5/8" IRON: �• h /� .00 waft 1801. SE'E ROS » •ti 1 FOUND 3/4" IRON PIPE 14798.:: ACCEPTED FOUND 3./4 IRON PIPE W�PLUG STAMPED!"L S. + c�„h� ♦ AS POINT' ON TWE �, W BROKEN PLUG. ACCEPTED AS 4306 PER ROS 13536. , `o o,• EAS TERL Y RI BHT MONU NT .PER ROS 15473. �V OF WAY A. T do -- .r / �/ 1 007 / o S.F. RAILNAY. • 38 .,� FOUND 3./4 » IRON PIPE W DISC I l I STAMPED SD CO ENGR PER ` � l N62b6 26 E r / , ROS:15473 �`' 19.76' ..._2, -- -.-a 1 (3.5 ) 1 i C) (19.75' 9 .56 ,56`3' 25�` i`,► 3 DETAIL 'B' / / � (25') 10 J , •., 8.86' N. T. S. / / N C j ''� 1 UMITS OF TH►S I --� (8.79')9 / l OF '' R/Gyj SURVEY r" ►� _ C `♦ /, FOUND 2" IRON PIPE W DISC wA Y 40' �o A STAMPED R.C.E. 25593 PER 96? • o v "� 94 sw �•► o� .h �o MAP 10676. 2 r� Cb �� R= 175.00' � FOUND LEAD AND DISC •., �. STAMPED "SD CO. ENGR" l 1 L= 88.20' 88.23' 11 ' `' �` :.� A PER ROS 15473. �' - =2852'36" (A--28 `5236 ")1 ; � .�' � / ��. S56 -5 ` 48 w w •�Z; R.S. 867 ,» 1 .84 , FOUND 3/4 IRON PIPE 61.21 / �H /GyB, / p FOUND 2 IRON PIPE W -_ _ ..� _ 0VISC . STAMPED S"D : CO. (S56'19'31 � w �� , » 1 /p p _ r J ,,,, ENGR PER ROS 15473. 61.35 )11 .�� I �DISC , , (10 0 , 5 / I --- l ��/ STAMPED R.C.E. 25593 PER DETAIL C �)0 / 5 MAP 10676. ,,,, N.T.S. R =1532. 48410118 E r 5EARCHE'D FOR SPACE J /, 49. Q6 t1= 21 �8 58 68 4 -588. 04 J ,.) .� 0015 : : 7 AND PM �„ 79 1 0 .64 (N » 16!$29. NOT FOUnro SEE HEET 10 / 4 6,�� 9 ,. w FOUND 2 IR PIPE W,DISC �• 84 , . , � p , .,,�„` - j .9 R. STAMPED R.C.E. 25593 PER / 0 1 1 SEE` DEi'AIL B i / ?4, 93� s "W MAP 10676. 153x91 ,,� / N2 1 _ - , _ OR DETAIL �°, gyp' - -- N 4p. 8 - 9 _ R =14 l '"� � �5 j 3 0 2 264.49 31,92 103.3 A..21 �8 58 „ 32.68 L 1 �o h W 3. X2)1) 2264.79 3 0 R =14 2.68 L _ •68 3 34 .- N. N27 5 FOUWO :3 ; : : IRON 370 ♦ SEE DETAIL ' EET 10 � - . _ R =1332.6 ' l 'S , �r?N h, 1 ♦ 58 8 W �.. Np . l �1► (405 2 3 34 NT 1 L s J 5 „�i 5 r'� » STA IP+ SD . N ME 11. 58 8 4 MONO 13 31 1 ,.... 42 � 8 n 484 00 44 E ... 11 77.7 TO 3 677.78 ♦ ; X82 • W t� ' 'NOR, PR ROS "W 36 77.14 �1 0535'1 T "a ♦ / rl �G,."'',' '•, �� �� 80. 000 m •� Ot ' 1 15473: E N27 C; OAS1 `"'k• - y W 5 » W `1 g �3 3 --- -- c„ � �V0 �� `� X Z63 [,NZ ----- ---- -_ _ ..�` / X .. ,. (4--5 • „ �Q.- • ss p S ' T , 25.04 �. �' 1 � 2p 36 `� _ � z A ° ." l •� (� C_ 3 54 08, (1 398 SNF X10 1: 1 60.12 0 o rn (NOS• 0 W �. 7 (483 5 ESTABLISHED BY HOLDING '`- 15 3 �.. ON 1 "r+ n phi 3F, 40 „� ,,3'49 8 / "p _ ', J4 {.,� � 5�5 ¢ » „�,� • 1 /^ / 34 ,3 4 S ) RECORD ANGLE OF 90b5 30 ROS 15473. FOUND 518 REBAR, NO ,� _ I RECORD. ACCEPTED AS h Q l C' MONUMENT PER XI- SD -2 -8. �' l ^ FOUND SPIKE AND WASHER (405 "Iy ., l 1 l �.�„ (N45 o `v .� "? » 5 29" o / l / N05 •42 �Y STAMPED L.S. 3997 PER ±e. W h l •�•� � 42" jz� l • _ _ �► '``� / w 4 0 r` C.R. 18559. ACCEPTED AS 541. JVJAPr J � .� 54 s p � 9 4 I y CENTERUNE HWY 101. 158) 62.88. 10 ,2 li �? wr s .� (4104 016' „ �/ / sww •94 r (� -• /I •� �-- ,�•� ., PARCEL OF LAND GRANTED TO PAUL �`� N 04y , l ,N,� 3 STp?» •G•��'°' 1 /� ROTSHECK FROM A. T. do S.F. PER FILE 339 .3x' ;� ,� J CJs -�1-' J � � �a _ 1 , , j •► NO. 84- 355645, RECORDED SEPT. 20 , �`�► 3393x, 0 40 35� • - 1 T Eo'*- l cc ' 1984. ''�l (NO55 FOUND 3 4 IRON PIPE W CAP ~---� J J ..J J J J J A i'' - rr���� 70 2 / y V /� '`�l 445 x)10 STAMPED L.S. 4306 » PER ROS FOUND SPIKE 518 IRON PIN •� '' I .,,,, 03 W 16045. SHOWN FOR REFERENCE ,� PER C.R. 5782. SEE ROS /V ``� �?' 141, 5/• (N05 `..•.,,,,,� Oft Y. r r . - , I r r , c� , 19203. ACCEPTED AS FOUND SPIKE AND WASHER ('4L 5) ))p 05 70 W 481. L J-J i .f J * �� CENTERUNE INTERSECl1OV 1 » 3 M � 48 6 10 p •► � y S4 STAMPED » L.S. 3997 PER ` ). B4 o » » r no 50� 2ND AND A STREET. C.R. 18559. ACCEPTED AS A � I 0.16, ! CENTERUNE INTERSECTIOV j (0 "C" STREET do HWY 101. )6 )0 FOUND SPIKE 518" IRON PIN PER C.R. 5782. SEE ROS 19203. ACCEPTED AS PROJECT DESIGN CONSULTANTS Son € - 16go, CM 001 CENTERLINE INTERSECTION �.. T p. y � ,��•: �� M � 619,23 Tel 3R0 AND "A" STREET APN 258 -19 619,234, 49 Fa R OF S MAP NO APN 258 -03 L. C. 322 -1677 V SHEET 10 OF 10 SHEETS - 03424.16 GRAPHIC SCALE 7p 1 0 n 30 100 • V r 2- it ry 4 IN FEET FO 3/4" IRON PIPE / J r 4 Pj\j , 0629 CONVERGENCE ANGLE AT STA77ON NO. / i,,, 1 inch = 50 fL. W \DISC STAMPED J " 1 \ »:: " " l FD 3/4 IRON PIPE W \CAP v , '� FOUND 2 IRON PIPE . 1 . S. 4300 PER �. ` UNREADABLE ACCEPTED AS ROS 13536 NOT �► v� d� W DISC STAMPED R.F.' �► 1 MONUMENT PER PM 10529 c r \ » USED SHOWN FOR �� o NOT USED. SHOWN FOR , N- i 25593 PERIAP :1067+x.: REFERENCE ONLY. •9 / REFERENCE ONLY. + �P N7222'07 "E RAID SET COTTON GYN SPIKE AND , soft I 54.82' TIE ONLY icy 1 ` -- N. C. T. D. BRA SS WASHER IN R- 175.00 FOUND 2" IRON -- _ ASPHAL T. ,. L= 88.20' / PIPE W \DI,SC _ FOUND 314 IRON PIPE " STAMPED "R. C.E. ----- '"'"` -- --__ AU. ir, '_- /�'• S '�--- W \DISC STAMPED "SD CO. �1 =28"52 36 O ,. moo VU LCA N N - 86 � » PER ROS 1547J. o ��<c, 25593 MAP ENGR , o, MAP R =1 2174 -21 X8'58" 532.' _.._ 68 " 10676. SEE DETAIL 8 49.08 SEARCHED FOR 2 IRON W\ COPPER POINT PER A. T. do S.F. -- RELD NOTES DATED 12112161. .r -..,, NO N27 NOT FOUND. 59 ~ � o RIG � 5 �''¢z ~w � _ . , T.D `�' N 53 ?' FOUND 5 8" IRON P/N PER MAP 1801.: O� 1 2 5,,3 5 9? �- - -- SEF ROS 149.::AGPTFD AS POINT w EASEMENT GRANTED TO THE / ON THE EASTERLY RIG OF WAY A.T . f , _ _ COUNTY OF SAN DIEGO FROM 1;1011 do 5. : RAiL:WAY : - - . A. T. do S.F. PER FILE NO. �. ;./ , " ► - -- ~-' _' - ... 23703, RECORDED FEB. 9TH, . NO 6130 00 - - - .... �D 5 N84 1968 SEE R.S. 88 » N -- - ..� " -- - . .S. I ? W 1 2158 58 / ^�' t r R =14 FD LEAD AND DISC R =1432.68 c�� r -=88' €6130 00 HELD -'" [ A-42 1 00" 00 " "" / I g Y „ �a 32 68 L -5 -... ,` '�y' " LC 34 W I - 'S6 R =143 49 .68 - / `, o STAMPED SD CO. 1 N27"53 €' 03.65 �' �., (4 2.39 5 0 p 3 1p3.39 -+ - *Zi/ �o ENGR PER ROS ?fir . +� x,,39 �► y L -547 47 -'-,- N' )12 '�` Q / , �' � "h 15473. z NOS R S1130 39 E * '3'84,? ~ 2a17 SEE DETAIL o 1 r: " r BELOW m FD 3/4" IRON PIPE W \DISC STAMPED v S86'0412 W r-y • ' "R. C. E. 29577" PER ROS 16274. h (11- 24 47 31 R= 1332.39 � � 43.91 ,,,,, X33 ,► L= 506.76' �t �-9 �� _� •8.2 - d= 1 R= 1332.68 _ , �12 = 1 X I _ 1 ' 7� o, 01 X 155~ '563 7 BLOCK 55 " A " c 3 MAP 187 STREET BLOCK 56 0.18' O Szw 4 -0 5"' 0 ' » L 6 3 . 16 MAP 187 " ? �' / 39 `"'`,,,, .�., ,. . so ._.. 41 �� VACATED 15 O4= o <� -05,0 3 3796 l 26366 o ~ 4 .68 -- ,....... N8137 34 E ?" -- R 4 L=55.76' �. I R�37gs L.-. J �' A = 0223'52" s ° LIMIT OF RAILROAD R/W �0 C --3 35¢ ��' - - � � /`'s r 13 56 � 34 • co g PER TRACK MAPS 08910 (L= 56.82' (34 o 17� D � �r SEE DETAIL "E" -. d�= 2'26'36")12 �o � D� 1 BELOW FD 3/4" IRON PIPE W \DISC =-- _ ,� ° 1 PARCEL OF LAND GRANTED TO p 12 ,w PAUL ROTSHECK FROM A. T. do S. F. STAMPED "R. C.E. 29577" PER ROS - h S � An,z cip . ,� �, PER FILE N0. 84- 355645, 16274. HELD FOR THE EASTERLY NO HNEpA�, ND�N RECORDED SEPT. 20 , 1984. RIGHT OF WAY OF OLD HIGHWAY 101. 74_1 ,q T do TO c'• 974• 88 RECp�p S f; �°,�' N � so co) l NoS 3sso» J\j1 A P - 18 7 tZ J 7 ]I /]A IfIG .. p pri I - .l0 12 AD DITION l FOUND SPIKE AND WASHER ° ° 11 " STAMPED L.S. J997 PER N0557 �► --. `� 10 C.R. 18559. ACCEPTED AS NO , w . „ „ CENTERLINE BC MONUMENT LIMIT OF RAILROAD R/W PER TAX ,,... ••.. DETAIL D FOR HWY 101. ASSESSOR MAP. OWNERSHIP NOT ° < C.T.D. N.T.S. DETERMINED ON 1N!S SURWY 5 RAILWAY I ,,,, r _ ] /� �-+ ( � 0 541 50' 0.10' ...,,�, [0. 09'j1 SEE SHEET 9 , FOUND 5/8" REBAR, NO A .,�.._ 3677. - SET N.C. T.D. R/W BRASS WASHER HW} � RECORD ACCEPTED AS DETAIL » E� �'" �' �`'' q� iq ' MONUMENT PER XI- SD -2 -B. �' Y ,'� � N. T S. � p•T• R AILWA Y ` AND NAIL IN INnOD DECD. N , N ' (11.06 )I *% X8'5 „ " s5, ~ yy X21 FOUND 6X6 CONCRETE MONUMENT WITH TOP BROKEN OFF r33 ? W N 27 57 39 L _511.31 DOWN 1.5 FEET. DRILLED HOLE AND SET DISC STAMPED "LS " " 1 7019" IN CENTER. ADJOVN /NG 5/8" RE LOST IN FD 3/4 IRON PIPE I N21'18 5) W j EXCAVATION OF MONUMENT. W \DISC STAMPED R.C.E. y8'�` 0 t (I -1 3.01 / FD 16d NAIL W DISC STAMPED 29577" SET AT 5.00' �� tO1 6 . 0 )1 Z 11 4 6j� / " R.G.E. 29577" T IN (MOOD 701 B Stet, Suits 800 OFFSET PER ROS 16274. ♦ 13 M ( '` 38 1 121'' / - DECK PER ROS 1W2 74. NOT PROJ DESIGN CONSULTANTS Sort € iego, CA 97-101 NOT ACCEPTED N 27.39 '25 W � ACCEPTED. r g +� y E{� ��, �. 619,235, 7 Tel APN 258 --19 L. C. 322 -1677 Planning I :,w� p �'�WJa�'tb..ape S�oi ' itecn'�+'V,�a�l rs. I En 1 4.J' �6,� 1� w� •'_ r 619,2x.0349 F R 0 F MAP N 0 08 APN 258 --03 ..._ .. AA