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1986-19754 1 0.*) • S . MA oJF W/P XKv "�.s �r�g" )PER PM: /1058 . OF S. 88 8 SHEETS I O F 2 S No FO . FOU / Yz CONC. F /LLE,O R IPE IN 6" CONG BASF FrR �•' : ""' I � - NEED R "EAT /O�VSH /P AS S116UTA( ON P. M. //058 B�'TW4 /%2 /PIPE FIND THE t N W 09. OF T/�jE" F Yz OF TNE' #.A;:' OF TXj� Mr- Y* QOc' SFG• Z� . �sE 9 �.. t; RECORD OF SUR VE Y i :4 OF THE EAST HALF OF THE N.E. 1\4 OF SEC Tl0/V -- N89 °25'07"N/ 67?. J�5' =`= 26,` T. /3 S. R.4 W., S.B.M. /N THE COUNTY OF SAN 000- 1 - g9�25 ,,,W X72 , �Z' DIEGO, 37ATE OF CAL /FORM/ 4CCORDINC7 TO F,2 S (N TD. swVEY MON. NW COR -E Vi , E' %Z-, - '1 + ��� �� V-S GOV,6RN/YIEIV T SURVEY / SE'G . 26 , � � pER R. OFS ��884•B) :=. � ,' -- .. MK1� s p C'0 RNCrR. 17RPT. / q , 69 �N W PER R. OFS 5928) MQ/V: Ltc -- Q W t I O ' 28 //058 , MAP 8067 6 1802 )fS. 926 • INDICATES FOUND MONUAMAI/T AS NOTED H.E'REON. z0' � ACC£P7•ED AS S�'G T /0� Q /ND/CA?'ES SET 314 x /8 P /PE, CENTE�c'O W17'11 A ` hLUl3 CORNER r� MWRIeED L.S. /M 39 '. 0 PETP NO I mgs TO ORaER a PRE'ummARY ;PlSTR/8UT /ON a. PN /933 REGORDEO TUNE I6, ?72 AS FILE NO /62 980 Ar O.R. z SU$JEGT " FRU N0.2" R To ,pE,ED TO STS: DONSrANTINE� /l4LE/V ErREEK oR'T/fOvr1X PROPERTY p N `o vi CI1 RCH RECORPAW AIARCN 18, /983 Af F /L9' Tj ,Q ti -ma - s'.•c. °° aC � 1 S TA R A ow. Co Z111 Ql4 4� 089 0 27 9 t•"W 670.92' AC9 PaW N0. M o 0 M - N 88 °55'17" W 670, 75' t/ /C /IV /TY MAP NO SCALE CIA N O 20.00 _� , �� tc� o cr THE 1 Or' BFAR /NOS (�S�D F4 ;�" `� o o sEC7'o R TI/is SURt/Ey OF 7 F / nr 26, r. /3 . s., W, .5 9 M. , MW I 'A'5 . /A #,p •• `: • . - • r j - 4�. `•- / 7r5 50117 Z y_ ;PROLONGATION ON R. OF S 888 3 /, E: � ,�,� N 0/ 0# 3 E YJ ••••�••• • • M = •• `, , ` ._'.,. N 88 °55'/7 "W 669.78 .••' � ( 89 °2T�/y " E' 669 92' P ER ,..; ; •:'..• a X6:00 0£EP Noj FD. r2" 5Q. IRON pIK 5U1�YEY0�'S STA1EM�'NT NOT OF R15'zgq TNIS my GD/?,{'enar IMRWE -' ENT5 A SURVEY MARE BY ME 09 UNOrg My PIMIrCT1O/V /N Q� \6 d` S 3 1 6 55 E- /N/l"f1 7 11E• IZE•4�UIRENI,�1VTS OR• THE 1 SURVL"YORS ACT AT THE FP 3 /4 PIPE' IVIPISC 4f/,/p 1534' � 4) M O • /3' FRG1+�J ". i :'; /A/ 6 "CANE 3ASR AFR UNR�'C SORt/E3'. PLAT BY cV , Ro T D TINE' rj . P,4 AS IAI TUL1406 lq 85. � . BYRE P PNELPS PA VIP IAA, 28,19 REPt&A"p PF2 �EUfl 65 NOT OF _N � , R��oRO, S33 ° 05'34•'E- D•35'FROM CoA'NE �1. -N 89 0 07'53 "W 669.00' _ - - '' nt (N89'40'�3 "�' 669•l3'PER. R: OFS �9Z8 ,' `� S. W. CDR - Ch' , N E /4, N. E. D�'ED ND. 2) OF S,CC• 26 E57,481-15W By t . >� •, ,PARR OGK fUE"LL L.S. X639 5 1NW PROMRTION R�MWb N. w cope. - .ma , E Y2 Al E. %> 5EC • 26 ANP S. W COR - ,F %2, - Yz, N E- ©4, 5EG46 �� � � COUNTY - Jq'S S 74' TG g.V7 N �f 3�� /PE W�PLUG THIS MAP HAS BEEN EXAA411VE•D IN AcGO�IjA/1/i� WITH ,S -C '"/aN 8766 Q.F. . Mkfl "L.S. 2976" PER - THE LAND SURVEYOR'S ACT THIS 16 DAY OF •1>4•n/��. 1986 &W- V /LLE M WNW - s �` COUNTY ENGINEER 8Y: FROM CORA/E,p L:5 3 �. JZCE 1368/ LUU /5 R. I1A :L �t33 ci rP Y2' S¢. -MON PIN, - - p SCALk' I =ZOO C o PER 4e. O F S 66#0 4 (S'E A. 4Z6-3r)' • ECORDER S RTIFI C E. 06 �� W FILE NO. A6 -- �QZ92 , f FILED THISDAY o 198 AT �� � 'CLOCK .M. IN �30oK OF RECORD OF SURVEY MA #c# AT PAGE AT THE REQUEST OF BRRRY A. N �, o �` M ROIKWELL ao M o VERA L, LYL E F P. 2'' FIPR' WIM;G. S. W. Coe -E %a, NE /4, SEG 26 M M � � �°.� COUNTY RECORDER 46y: MkD• "RGE Zo/92 "PAR FSrA51 #XP L' Y,510 6 PROPORTION `- oEP Y COlJN7"Y RECORDER MAP 8067 S- 8844. I3ETWREN 5 ,C, GDR. OF TMR W FEE: 7.00 TEP � A? 0F 5 PO /N7' dN 93'6.82' OF " T/IE N B %! OFSEC. FW ' l /, Al PIN R,E/t !• 00 na 5. LINE OF k E CdR. - S�'c • Z 6 s W LDS? - E %, E %2, R. OF" S 5/85', R OF S. /� OF 26 AND T/IO F /y � 5E4• 26 ANO Al $E: t09-OF RASEO oN tME 915 - rWr5 5#OWA/ #•R•• %<t - 5Ee • 26, $$4g, 2. l3FS. 5928, A OFS. ' W 95g•• 82' OF #.,E. Y4 - oN K. DF S. 0e#0 - , \ 0Y1,46115H,6P 6Y 5INCT / 60161 9 of s 6494 AMR 8067' SR'L • Z6 . - - - - - _ PROPORTION B0TWAW1 S W . Gam' 4eaPrOP 45 A= /ti 40R S�'6. I - ��` -SF-,C- -.26 AMP � CT,?. SrC. 26 E YQ C0R - SEC . 26 - - - - - . \ \ ♦ \ � � � ; t � ...- FZ � "Xy" CONI' 17dN WINA /L PISC. -- - Mk0 "45 2976 , P.M R. OF5 884.8, 905 C39 .4 - - - 375.36 665.58 - ` 665.58 - - - t 955 $2 PC R OFS. $848) - -' - - NOT ACGEPTL�D A5 E /4 CDR. 546 26 MAP 8067 �; MAP 7�7/ -' -� - - - 1331 • I5' (1331.26' PER R, OP•S• 5'928) sEE' suRY�"Yo�pS NO 7;E' 4 S!/E,E'T2 F 1706.9I'(r706 55' CALL 9- 0 0 * 0 ) .. ► - ,..- NBS "W Z&6,2- 3'GALC. - - - - - -' " - F02 " /RONPJP� w��IS�.`` �:�ND/ ° 05'08 "F (N 00 ° 32'27"•' 21 87.60' I �-� ! s'•• `. '�`� `-� (N88 /'20' POR R.OF,S' 88 ,48) (2662 31' R.DFS 88 87 �E 6 ?/' 4 2586 ST �',�,� R.OFS. 3 ZS (N 89 *23 "W PA R. OF S. S 2$� y ( 5 PA:R )e 59 .OP'S 20 GD�• ,SSG 26 .•,, .. ... J -515 . f CALIF. COORD. INDEX 310-1689 103 OR— 0 R S MAP NO 103 ou EET 2 OF 2 SHEETS S H . o ' ^ - N89 °25'07 "W l000* b ' H/IP1. 06 /Y, C "L 5 X759 „ Art P.M. / /OSS 4 9 OF 0 SS #s NOT FOWN7. FOUND / %2 "CONC. F/LLEP Rfh' IN 6" CONC. BASE ff)f P.M. / /4S$. CORi rf WAS E5T4BG/SEa FY #04PI)V6 ?N,' RELAT /00111P fNOWN ON PM 110FB .fjrrwErN THE /Ax P /Pe 4AP NW 409 - �' �,Z , N. 4 Y* , N.E. Ya, 04. Z6. SECTION CORNERS. CURT BROWN NOTED THAT THERE WAS AN OLD FENCE POST NEXT TO THE CONCRETE MONUMENT AND REFERRED TO OLD W.S. KING SURVEY DETAIL "A " NOTES WHICH SHOW A FENCE POST AT THE E 114 CORNER OF SEC. 26. IT SEEMS REASONABLE TO ME TO EXPECT THAT IF HERMAN WIEGAND S FATHER BUILT A FENCE RUNNING EAST FROM THE 1" PIN IN 1896, IT WOULD BE VERY PROBABLE THAT IN 1961 THERE WOULD BE EVIDENCE OF FENCE POSTS REMAINING, BUT NOT NECESSARILY THE ONE THAT W.S. KING FOUND AT THE E 114 CORNER IN 191219 CURTIS BROWN'S MAP, AS WELL AS SEVERAL OTHER MAPS THAT DISAGREE WITH THE 1" IRON PIN, REFER TO FIELD NOTES BY W.S. KING -- SPECIFICALLY BOOK 52, PAGES 11 AND 13 -- FOR THEIR DECISION, KING'S FIELD BOOKS ARE PRESENTLY IN THE ARCHIVAL FILES OF HALL ENGINEERING ON JUAN SURVEYOR'S NOTE STREET. ON INSPECTION OF THE NOTES IN BOOK 52, 1 CAN FIND NOTHING THAT I INTERPRET TO INDICATE THAT THE CONCRETE MONUMENT FOUND BY BROWN AND AS .SHOWN IN THIS SURVEY, THE E 114 CORNER OF SEC. 26, T13S, R4W, SBM, OTHERS IS IN THE ORIGINAL LOCATION OF THE E 114 CORNER OF SAC. 26 OR IS A 1" IRON PIN AND IS IN AGREEMENT WITH A NUMBER OF PRIOR SURVEYS THAT THE EASTERLY LINE OF SEC. 26 IS ANYTHING BUT A STRAIGHT LINE. IN INCLUDING R. OF S. 5185, R. OF S. 426, R. OF S. 5928, AND R. OF S. FACT, THE NOTES, IN MY OPINION, INDICATE QUITE THE CONTRARY, BOOK 52, 6016, IT DISAGREES WITH OTHER SURVEYS, INCLUDING R. OF S. 6494, MAP PAGE 11 SHOWS THE E 114 CORNER AT THE CENTER OF A FENCE POST 7471, MAP 8067, AND R. OF S. 8848, ALL OF WHICH HAVE ACCEPTED A APPARENTLY ON LINE BETWEEN THE SECTION CORNERS, AND 2661.64 SOUTH OF A CONCRETE MONUMENT OF UNKNOWN ORIGIN AS THE E 114 CORNER OF SEC. 26. "FOUND STONE WITH HOLE IN CENTER" AT THE NE CORNER OF SEC. 46. PAGE THE REASONING AND EVIDENCE RESPONSIBLE FOR MY ACCEPTANCE OF THE 1" 13 SHOWS THE E 1/4 CORNER AT A FENCE CORNER, A BEARING OF N'0 0 32 1 30" W IRON PIN "AND REJECTION OF THE CONCRETE MONUMENT AS THE E 114 CORNER ON THE LINE RUNNING NORTHERLY FROM THE E 1/4 CORNER (PRESUMABLY THE o IS AS FOLLOWS: SECTION LINE), AN ANGLE OF 89 01 IN THE NW QUADRANT BETWEEN THE LINE RUNNING NORTHERLY AND A LINE RUNNING WESTERLY (E /W CENTER OF SEC. SECTION 26 WAS ORIGINALLY SURVEYED BY A.P. HANSON IN DECEMBER 1879. LINE) FROM THE E 114 CORNER, AN ANGLE OF 90 0 59' IN THE SW QUADRANT THE GOVERNMENT SURVEY NOTES INDICATE THAT THE COMMON LINE BETWEEN BETWEEN THE LINE RUNNING WESTERLY AND A LINE RUNNING SOUTHERLY FROM r SECTIONS 25 AND 26 WAS RUN FROM SOUTH TO NORTH, AND INFERS THAT THE THE E 114 CORNER 2588.22 FEET TO THE SE CORNER OF SEC. 26 WHERE HE LINE BETWEEN THE SECTION CORNERS IS A STRAIGHT LINE. THERE APPARENTLY SHOWS "SET COR." THE FACT THAT THE ANGLES 89 0 01' AND 90 0 59' ADD UP TO HAS NEVER BEEN ANY DISPUTE OR DISAGREEMENT AS TO THE LOCATION OF THE NE 180 INDICATE TO ME THAT HE WAS DEALING WITH A STRAIGHT LINE. b AND SE SECTION CORNERS OF SECTION 26 -- ONLY ON THE LOCATION OF THE BOOK 52, PAGE 17, NOT MENTIONED ON ANY MAP I COULD FIND, SHOWS A E 114 CORNER, A POINT THAT THEORETICALLY AND IDEALLY SHOULD BE ON LINE SURVEY OF THE N 112 BETWEEN THE SECTION CORNERS. TODAY, A TRIP TO THE SITE REVEALS THAT , SW 1 /4, SEC, 25, AND IS DATED 2/17/12, THE NOTES THE SECTION CORNERS ARE INTERVISIBLE DUE TO THE FACTS THAT THEY ARE SHOW THE NE CORNER, SEC. 26 ("OLD STONE"), AND THE SE CORNER, NE 114,. BOTH SOMEWHAT UP THE SIDES OF WHAT I WOULD DESCRIBE AS A BOWL - SHAPED SEC. 26, ( "FENCE POST "), AND THE SE CORNER, SEC. 26. IT SHOWS A VALLEY, THERE IS ONLY SPARSE BRUSH BETWEEN THE TWO POINTS, AND MOST OF BEARING OF N 0 °32'30" W ON THE SOUTH 112 -OF THE LINE BETWEEN THE THE AREA BETWEEN THE CORNERS IS NOW, AND WAS THEN, A SALT MARSH (SAN SECTION CORNER, THE SAME BEARING SHOWN ON PAGE 13 ON THE LINE RUNNING ELIJO LAGOON). IT SEEMS ENTIRELY POSSIBLE THAT THIS VALLEY OR LAGOON, NORTH FROM THE E 1/4 CORNER. THE D=ISTANCES -FROM THE E 114 CORNER TO AND ITS VEGETATION, WERE SUBSTANTIALLY THE SAME 106 YEARS AGO, MAKING THE N AND S SECTION CORNER ARE 2661.64 AND 2588.22 RESPECTIVELY, AND IT POSSIBLE AND EVEN PROBABLE THAT THE SURVEYOR HAD A CLEAR LINE OF ARE IDENTICAL TO DIMENSIONS SHOWN ON PAGES 11 AND 13. IT SHOWS AN SIGHT FROM SECTION CORNER TO SECTION CORNER, AND INCREASING THE ANGLE.OF 90 0 23' BETWEEN THE LINE FROM THE E 114 CORNER AND THE NE PROBABILITY THAT THE E 1/4 CORNER WOULD END UP ON LINE BETWEEN THE CORNER SEC. 26 AND A LINE RUNNING EASTERLY FROM THE E 1/4 CORNER. IT SECTION CORNERS. SHOWS AN ANGLE OF 89 0 37' BETWEEN THE LINE RUNNING EASTERLY FROM THE E 1/4 CORNER AND THE LINE BETWEEN THE 1/4 CORNER AND THE SE CORNER IN JULY, 1959, R.L. FEFFERMAN SURVEYED THE WEST LINE OF SEC. 25, AT SEC. 26. AGAIN, THESE ADD UP'TO 180 INDICATING THAT THE SECTION WHICH TIME HERMAN WIEGAND TESTIFIED IN AN AFFIDAVIT MADE PART OF LINE IS INDEED A STRAIGHT,LINE. R. OF S. 5185 TO HAVING FIRST -HAND KNOWLEDGE OF THE ORIGINAL LOCATION 1 HAVE BEEN TOLD BY SEVERAL R OF THE E 114 CORNER THAT AN OLD 4" POST HAD EXISTED IN THE POSITION L SU VEYORS, INCLUDING CURT BROWN, THAT W.S. NOW OCCUPIED BY A 1 IRON PIN, AND THAT IN 1896 HIS FATHER HAD KING WAS A VERY GOOD, THOROUGH, AND CONSCIENTIOUS SURVEYOR, ANO THAT HE CONSTRUCTED A BARBED WIRE FENCE RUNNING EASTERLY FROM THAT POSITION. HAD A PROPENSITY TO. SET 1 1/2 CAPPED PIPES AND 1" IRON PINS FOR NUMEROUS SUBSEQUENT SURVEYS AND LAND DIVISIONS ACCEPTED THE 1" PIN AS MONUMENTS. IT IS INCONCEIVABLE TO ME THAT A SURVEYOR WITH THAT KIND THE E 114 CORNER OF SEG. 26 AND THE W 114 CORNER OF SEC, 25. OF REPUTATION COULD REPEATEDLY WORK IN AN AREA AND ON A E F SP CI IC IT APPEARS THAT THE FIRST SURVEYOR TO DISAGREE WITH THE 1" IRON PIN SECTION AND CONSISTENTLY IGNORE AND SHOW NO'RECORD OF A-43' ANGLE b WAS CURTIS M. BROWN, LS 2554. WHILE WORKING ON A SURVEY OF A PORTION POINT IN ANY OF HIS NOTES. OF SECTION 26 FOR THE CALIF. DIV. HWYS. IN 1961, HE FOUND THE REMAINS I BELIEVE THE REASONS OF AN OLD FENCE POST AND A CONCRETE MONUMENT 43.06' EASTERLY OF THE A ND EVIDENCE i HAVE GIVEN ARE UNDENIABLE PROOF AFOREMENTIONED 1" IRON PIN, AND ACCEPTED THE CONCRETE MONUMENT AS THE THAT THE 1" IRON PIN SHOULD BE, IS, AND ALWAYS HAS BEEN THE E 114 ORIGINAL LOCATION OF THE E 114 CORNER OF SEC. 26, AS HE HAS SHOWN ON CORNER OF SEC. 26, T13S, R4W, SBM. R. OF S. 6394, RECORDED DEC. 29, 1964. THIS WAS THE FIRST RECORDED MENTION OF THE CONCRETE MONUMENT I COULD FIND. R. OF S. 6595 DOES NOT SHOW THE NE CORNER OF SEC. 26, SO THE RELATIONSHIP OF THE CONCRETE E- Zia MONUMENT TO THE LINE BETWEEN THE SECTION CORNERS IS NOT APPARENT. THE CONCRETE MONUMENT IS IN FACT 43' EAST OF A STRAIGHT LINE BETWEEN THE BARRY R ELL J-515