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1995-336085 RECORD OF S URVEY MAP N ■ 14943 FOUND SAN DIEGO COUNTY ENGINEER STANDARD STREET SURVEY MONUMENT PER R OF S 1287q, NW CORNER, NE1 /4, NE1 /4, NW1 /4, SECTION 25 1/4 CORNER SECTIONS 24 + 25 14106, 10380, AND PM 2162, AT RS 1802 -1 5TA. 1q3 +20.00 A.P. PER GO. ENGR. FIELD BOOK R1802, FOUND 3/4' PIPE AND TAG, RGE 6404 PER FOUND 2' PIPE, TAG MISSING. ACCEPTED SHEET 1 OF 2 SHEETS PG. 2, 7, 23, 50. MONUMENT IS REPLACEMENT OF A 1' IRON PIN FOUND PER R OF S 5185. ACCEPTED MAP 11055, PM 11245 AND R OF 5 5185. AS 2' PIPE AND TAG. RGE 29375 PER MAP AS SECTION CORNER 23 24 T135. R4W. 26 25 NO. 11055. SET S.D. CO. ENGR. TAG IN PIPE. 5 23 24 ( N89'48'33 "W 1969.45' PM 1124 ( S89'18'04 "E 656.36' MAP 11055 ) RECORD OF ( N89'49'00 "W 656.38' PM 11245 ) ) of SURVEY S89'17 "E 196 9.56' N89'17'06 "W 656.32' 571.32 85.00' A PORTION OF THE NORTHWEST QUARTER (N89'49'17 "W 85.00' DD1 O F FRACTIONAL 0 N . ` ) AL SECTION 25, TOWNSHIP 13 `o' SOUTH, RANGE 4 WEST SAN BERNARDINO FOUND 3/4' PIP E WITH PLASTIC PLUG, RGE 29375 - MERIDIAN, TOGETHER WITH A PORTION OF - •�� �� -,� .� PER PM11245, ACCEPTED Q PARCEL EL 3 OF PM 11245, IN THE CITY OF ", � � AS BEING A POINT ON THE �` c cuo FOUND 1 PIPE, NAIL MISSING, PER WEST LINE OF DEED RECORDED 31.85' , tk p 4 C6 w E N C INITAS , COUNTY OF SAN DIEGO STATE 14%1 co to PM11245. ACCEPTED AS THE 5W q -30 -77 AT F/P 77- 403833. h q,� e� v -r -r J5i CORNER, N1/2, NE1 /4, NW1 /4, \-N gp OF CALIFORNIA. ✓ � v+ SEC 25, T135 R4W, ON PM 11245. �� Z PM 9(024, R OF 5 6016, d- R OF S S00 "W 271.62' BA O BE ARINGS 5185. ACCEPTED AS PROPERTY ( N00 27 30 W 271.71 PM 11245) '' o THE B ZONE 6� , CORNER HEREON. ' �' Z �, A515 OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, XA �' -4 1g27 DATUM PER N.G.S. 1g75 ADJUSTMENT, AS DETERMINED LOCALLY BY w S89'21'59 "E ��� OF BEARINGS FOR DD2 THE GRID BEARING BETWEEN SECOND ORDER TRAVERSE STATIONS 'SEARCH 2' CNGS) 10.74' ^ N89"52 59"W, R OF S 6016) � AND 54 -27 -XP5 CCOUNTY�, I.E.. N89° 27'43'W. BEARINGS AND DISTANCES SHOWN ( N89'52'18 "W 694.87' PM 11245) HEREON ARE IN TERMS OF SAID SYSTEM. QUOTED BEARINGS AND DISTANCES MAY OR S89'21'59 "E M 130 N89'21'02 "W 694.83' MAY NOT BE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM. '5EARGH 2' 499.98' SW CORNER PARCEL 3, PM 11245 DISTANCES ARE GRID DISTANCES. MULTIPLY BY 1.00003459 TO OBTAIN FOUND NGS DISC SET (500.00' PER DD2) AND SE CORNER PARCEL 3, PM g624 GROUND DISTANCES. IN CONCRETE IN 4' DIA. FOUND 1/2' SQUARE IRON PIN PER CAST IRON PIPE. PM g624. PM 11245 SHOWS REPLAC- LEGEND N 310647.66 o N IN p p`L l '1 ING PIN WITH 3/4' PIPE + PLASTIC E 1GgO184.34 o ��lb �� PLUG i , RGE 29375. ACCEPTED AS A = co _ n rn �o Q t 1� POINT ON THE NORTH LINE OF 51/2, FOUND POINT AS NOTED. co M NE1 /4, NW1 /4, AS SUBDIVIDED BY � w o �'S AND ACCEPTED AS A = FOUND HORIZONTAL CONTROL STATION AS NOTED. o °' (N89'27'43 "W INVERSE 5`� SW GOR RECORDED q -30 -77 c o � o o 5811.34 ) AT F/P 77- 403833. 0 = SET 2' X 24' PIPE WITH SAN DIEGO COUNTY ENGINEER TAG. � co c 0� A = SET 3/4' . X 18' PIPE WITH SAN DIEGO COUNTY ENGINEER TAG '� STAMPED 'RP*. C = RECORD DATA AS INDICATED. DIRECTION DETERMINED • ,�p�� �j? -,�7 DD1 = RECORD DATA PER GRANT DEED RECORDED NOV. 13 1981 � FROM co DD2 AND R OF S yL• � t .?�� 6016. J '54 -27 -XP5' AT FILE /PAGE 81- 359070. ct°o FOUND 1/2' REBAR WITH S.D. _ COUNTY ENGR. ALUMINUM GAP. DD2 RECORD DATA PER GRANT DEED RECORDED AUG. 6 1975 N N N89'21'59 "W 956.19' N 310583.08 AT FILE /PAGE 75- 207608. E 1695995.43 01 . �-S'LY LINE OF A PORTION OF THE N'LY 668.00' cO DD3 = RECORD DATA PER GRANT DEED RECORDED DEC. 1 1975 S3/4, NW1 /4, SECTION 25, T13S, R4W cr) c°o AT FILE /PAGE 75- 337486. t � V) OLD 4' X 4' WOOD �-� U- POST CUT OFF AT S STATEMENT 00 GROUND LEVEL. ° THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME O o r 2 R UNDER MY DIRECTION V) N �2�/ IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS' ACT AT THE vi REQUEST OF THE COUNTY ENGINEER, COUNTY OF SAN DIEGO, FROM MAY 1g87 TO N 0) 31ti� N FEBRUARY 1993. r-: h�0 / N OLD FENCE LINE w rn '� / CWOODEN POSTS) r Z o _ 5 _ j 1q'41'E 42.97' --''i' Ma M0.1.s1e31 rn n AME5 HENRY PRITCHETT L.S. 4631 �. Z Z N DETAIL "At " DEPARTMENT OF PUBLIC WORKS � N 3 3 It 00 00 NO SCALE COUNTY OF SAN DIEGO -� rn � M �� p .04 CA1. 0i r p COUNTY SURVEYOR STATEMEN A:p THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND SURVEYORS' ACT THIS -- �/Q - -- DAY OF �C.�l�I�SZ' _ —, 1gg5. TOM GARIBAY. R.G.E. 22g8q LAID S COUNTY SURVEYOR e J. G /u,�9� SURVEY AVE SITE - - aD No. LS4424 • �� v J. . .. Ex P . 1/4 CORNER. SECTIONS 25 � 26 PHILIP J GIURBINO LS 4424 �j• �, � P Q"' �. FOUND 4 + X 4' SQUARE CONCRETE MONUMENT WITH ,f, V`� DEPUTY S p'� TOP BROKEN NAIL WITH TAG, LS 2976 LAYING O LAGOON qT� � SAN ELIJ REGIONAL PARK � 0� �F LOOSE ALONGSIDE PER R OF S 8848, AND 10380. SET CAS. S.D. COUNTY ENGR. TAG IN CONCRETE INSIDE A SECTION S RECORDER SEE DETAIL "A' OF 8' PLASTIC SEWER PIPE SET OVER TOP OF S EXISTING 4" X 4' MONUMENT AT POINT WHERE NAIL + L5 2g76 TAG HAD BEEN REMOVED. SET FENCE SCALE 1' =200' FILE NUMBER 1115'03�(��� - -- POST WITNESS 1' SOUTHERLY. SEE R OF S 14106. SOLANA FILED THIS — - - - -- DAY OF 60 . 1 gg5 AT 03ZU L SEE DETAIL 'B' BEACH CORD OF SURVEY MAPS AT SURVEYOR'S NOTE ON SHEET 2. 0= -0 33' 07.6' IN BOOK OF E ._ —_ -- AT THE REQUEST EST R - - - - - -- — �� DR OF THE SAN DIEGO COUNTY SURVEYOR. S89'19'41 "E GROUND DIST. = GRID DISTANCE LOMAS SANTA 42.97' O.gggq6541 GREGORY J. SMITH FOUND 1' IRON PIN PER R OF S 14106, 10380, AND 5185. NOT ACCEPTED AS W1/4 AT CORNER OF SECTIONS FEE= $0 COUNTY RECORDER / CLERK CORNER SECTION 25. PIN IS NEXT TO A 4' X 4' WOODEN POST CUT OFF AT GROUND LEVEL. FOUND 3/4' PIPE + TAG, 23, 24, 25, + 26 VI M A P NO FEE REQUIRED PER GOVERNMENT COUNTY OF SAN DIEGO REPLACED PIN (UPON REMOVAL WAS FOUND TO BE A 1' REBAR 3' LONG) WITH 12' OF COPPER RGE 1534 PER R OF 5 6016. NO SCALE CODE SECTION 6103. COATED STEEL ROD, 5/8' IN DIA. DROVE A 2' X 24' PIPE OVER STEEL ROD + ATTACHED A DESIGNATED AS THE SE CORNER, S.D. COUNTY ENGR. ALUMINUM CAP TO TOP OF STEEL ROD. CAP WAS CONCRETED INSIDE 2' W1/2, NW1 /4, SECTION 25 ON BY= • PIPE FLUSH WITH TOP. SET FENCE POST WITNESS 1' NORTHERLY. SEE R OF 5 14106. R OF S 6016. A A It �J DEPUTY COUNTY RECORDER SEE DETAIL B ON SHEET 2. CALIFORNIA COORDINATE INDEX C1g27 DATUM) 310 -168q A55E55OR'5 PARCEL NUMBER= 262 - 073 -12 + 17 RECOR OF SURVEY MAP No. 1494)3 SHEET 2 OF 2 SHEETS E) 0 = -0° 33'07.G' FOUND SAN DIEGO COUNTY ENGINEER STANDARD STREET SURVEY MONUMENT PER R OF 5 12879, SURVEYOR'S NOTE= 14106, 10380 AND PM 2162, AT RS 1802 -1 STA. 193 +20.00 A.P. PER CO. ENGR. FIELD BOOK R1802, GROUND DIST. = GRID DISTANCE PG. 2 7, 23 50. MONUMENT 15 REPLACEMENT OF A 1' IRON PIN FOUND PER R OF 5 5185. ACCEPTED THI5 MAP 15 IN AGREEMENT WITH R OF S 5185, 5928, AND G01G AS TO THE BREAKDOWN OF SECTION 25. 0.99996541 AS SECTION CORNER 2324 T135. R4W. T.135., R.4W., BASED ON THE 1' IRON PIN FOUND AND ACCEPTED AT THE WEST 1/4 CORNER OF SECTION 25 AT CORNER SECTIONS 26 25 ON THESE MAPS DUE TO THE FACT THAT THERE ARE LONG STANDING LINES OF POSSESSION INVOLVED IN THE 23, 24, 25, + 2G SECTION. SOME OF THESE LINES OF OCCUPATION BEGAN AS EARLY AS 1959 WITH THE FILING OF R OF 5 5185 WHICH N FIRST IDENTIFIED THE IRON PIN AS THE 1/4 CORNER. VIRTUALLY ALL 5URVEY5 WHICH HAVE SUBDIVIDED SECTION 25 SINCE 1959 HAVE USED THE IRON PIN FOR CONTROL OR HAVE ACCEPTED OTHER MONUMENTS 'WHICH WERE SET NO SCALE U51NG THE IRON PIN AS CONTROL. ALL THE DEEDS WHICH ARE CITED ON THI5 RECORD OF SURVEY EITHER MAKE 23 24 REFERENCE TO THE IRON PIN AS 1/4 CORNER PER R OF 5 5185 OR USE BEARINGS AND DISTANCES ALONG SUBSECTION LINES QUOTED FROM R OF 5 5185 OR R OF S G01G. SINCE THESE DEEDS WERE WRITTEN AFTER R OF 5 6494 WAS FILED SHOWING ALTERNATE LOCATIONS FOR THE WEST 1/4 CORNER, I THINK THE INTENT OF THESE DOCUMENTS IS CLEAR WITH REGARD TO THE INTERNAL 5UBDIV15ION LINES OF SECTION 25. 2G 25 THE 1' IRON PIN 15 NOT 3 24 PTED AS THE WEST 1/4 CORNER HEREON TO CONTROL THE SECTION LINE NORTHERLY TO 5ECTOIN CORNER 2G 25 . I BELIEVE THE CONCRETE MONUMENT 15 THE TRUE 1/4 CORNER AND SHOULD CONTROL THE SECTION LINE TO THE NORTH AND SHOULD CONTROL THE SUBDIVISION LINES OF SECTION 2G. THUS WE ARE SHOWING A HEAVY LINE NORTHERLY AS THE SECTION LINE BUT IT SHOULD BE NOTED THAT ONLY THE NORTHERLY 450 FEET± REPRESENTS THE PARK BOUNDARY SINCE THE PARK OWNERSHIP INCLUDES THE PORTION OF THE 5E1/4 OF THE NE1 /4 OF SECTION 2G WHICH IS SOUTHEASTERLY OF MANCHESTER AVENUE. O IT 15 MY BELIEF THAT THERE 15 MORE EVIDENCE TO SUPPORT THE POSITION OF THE CONCRETE MONUMENT ACCEPTED 0 0 o N a- HEREON AND ON R OF S 6494, 8848, 14106, AND MAPS 7471, 8067 AS THE 1/4 CORNER 2G 125. R OF 5 10380 N SHOWS BOTH MONUMENTS AND HAS A LENGTHY EXPLANATION OF WHY THE 1' IRON PIN SHOULD BE ACCEPTED, W CD BUT I BELIEVE THE SUBSTANTIVE POINTS OF HIS ARGUMENT HAVE BEEN REFUTED BY THE ADDITIONAL INFORMATION N N m REGARDING W.S. KING'S FIELD NOTES PRESENTED IN THE 'SURVEYOR'S NOTE' ON R OF 5 14106 AND IN THE p m REMAINDER OF THIS NOTE. Of Z FOUND 3/4' PIPE + TAG SOME ADDITIONAL FIELD NOTES OF W.5. KING WERE FOUND IN THE HALL ENGINEERING OFFICE IN FIELD BOOK CD Y z RGE 1534 PER R OF 5 6016. #27, PAGES 4 -7. THESE WOULD INDICATE THAT THE CONCRETE MONUMENT IS IN THE POSITION OF THE V Y DESIGNATED AS THE 5E CORNER, 1/4 CORNER DESCRIBED AS A 2' IRON PIPE WITH CAP ON PAGE 7 OF FIELD BOOK #27. IN ADDITION, A VERY W1/2, NW1 /4, SECTION 25 ON OLD IRON PIN WAS FOUND 90" 21'43' TO THE RIGHT OF THE SECTION LINE NORTHERLY AND 2590.24' EAST c V? R OF 5 G01G. OF ' N w w HE CONCRETE MONUMENT. C5EE DETAIL B ON THI5 SHEET.) THI5 ANGLE AND DISTANCE MATCH THE INFORMATION w ci- SHOWN IN KING FIELD BOOK #27. PAGES 7 AND 4 RESPECTIVELY. THERE 15 ALSO AN OLD FENCE CORNER AND FENCE ap UJ w CENTER SECTION LINE PER LINE RUNNING NORTHERLY FROM THE CONCRETE MONUMENT APPEARING TO BE THE SAME AGE AND MADE OF THE SAME !� o o r. R OF 5 5185, 5928, + FOUND 2'PIPE AND TAG RCE 29375 MATERIALS AS THE FENCE LINE RUNNING EASTERLY THROUGH THE CENTER OF SECTION 25 CAFFIDAVIT ON R OF 5 d' r ©;- G01G. SHOWN AS CENTER 1/4 CORNER, 5185 INDICATES EAST -WEST FENCE WAS BUILT IN 18% TO A SURVEY MONUMENT). BOTH FIELD BOOK #27 AND o ° o SECTION 25 ON MAP 11055. FIELD BOOK #52 REFERRED TO ON R OF 5 6494 MAP 8067 AND R OF 5 10380 INDICATE THE 1/4 COQ 0 Z z z , WAS AT A FENCE CORNER RUNNING NORTH AND EAST C REPLACEMENT OF 3/4' PIPE + DI5G ' . ( S89 0 14'57 "E 43 .02' R.G.E. 1534 SET ON R OF 5 5928 R OF S 10380) THERE 15 SOME D15CREPANCY IN KING'S FIELD NOTES AS EVIDENCED BY FIELD BOOK #52. PAGE 13 C1912) WHICH INDICATES THE 1/4 SECTION CORNER WHICH WAS AT A FENCE CORNER WAS USED ALONG WITH THE SECTION S89 0 19'41 "E (N89 "E 1315.33' (N89 0 55'55 "E 1315.33' N46 6 19'27 "W 23 2G 25 PER R OF S 6016) CORNER 2G 25 TO THE NORTH TO PROJECT LINE SOUTHERLY AND SET THE SECTION CORNER 35 TO THE 42.97' PER R OF S 6016) 3.03' SOUTH ON T E TO THE WEST TO SECTION N89 0 31'50 "W 1315.71' N89 °32'11 "W 1315.30' PROJECTION OF A STRAIGHT LINE. A DISTANCE OF 5351.77 ' CORNER 2 719G 3 4 35 15 SHOWN ON KING"5 NOTES, FIELD BOOK #52, PAGE 13. IN HIS FIELD NOTES OF 1928 3 S89 °29'28 "E 2590 FIELD BOOK #27, PAGE 4, KING SHOWS A D15TANCE OF 2G33.G' TO AN IRON PIPE WESTERLY OF SECTION FOUND 1' IRON PIN PER R OF 5 14106 CORNER 2G 25 IF YOU A55UME THI5 PIPE IS THE 1/4 CORNER. THI5 WOULD TRANSLATE INTO A D15TANCE 10380 + 5185. NOT ACCEPTED AS W . 1/4 ( S89 °52'E 2590.48' PER W KING F .B. #27) FOUND VERY OLD 1/2" SQUARE PIN 3513G ' 2712G CORNER SECTION 25. PIN 15 NEXT TO A WHICH FITS THE POSITION OF THE OF 5267.2' TO THE SECTION CORNER - :54135 ; THIS 15 APPROXIMATELY 84.5' SHORTER THAN FIELD BOOK #52 4' X 4' WOODEN POST CUT OFF AT GROUND 5/8' PIN SHOWN IN W.S. KING DATA, AND 15 IN AGREEMENT WITH MORE RECENT SURVEYS ALONG THI5 LINE. KING'5 FIELD BOOK #27 AL50 LEVEL. REPLACED PIN CUPON REMOVAL WAS FIELD NOTES BK. #27, PG. 4 + 7. INDICATES THERE 15 AN ANGLE POINT OF 1 51' AT THE 1/4 CORNER. BASED ON AVAILABLE MONUMENTS FOUND TO BE A 1' REBAR 3' LONG) WITH _ SEE SURVEYOR'S NOTE. AND INFORMATION, IT APPEARS THE '5ET COR" SHOWN IN KING'S FIELD BOOK #52 PAGE 13 FOR THE SECTION 12' OF COPPER COATED STEEL ROD, 5/8' o ^ 1/4 CORNER. SECTIONS 25 + 2G CORNER 2G 25 WAS IN ERROR AND NO MONUMENT EXISTED AT THIS LOCATION. IN DIAMETER. DROVE A 2' X 24' PIPE OVER oo --. 3513G STEEL ROD + ATTACHED A S.D. COUNTY to d- FOUND 4 X 4' SQUARE CONCRETE MONUMENT WITH ADDITIONAL EVIDENCE AND MATH ANALYSIS TO SUPPORT THE CONCLUSION THAT THE LOCATION OF THE 1/4 ENGR. ALUMINUM GAP TO TOP OF STEEL 00 o TOP BROKEN �- NAIL WITH TAG LS 2976 LAYING COR 2G 125 USED BY KING 15 NOW OCCUPIED BY THE CONCRETE MONUMENT 15 PRESENTED BY R.B. HILL IN �-- � N d- ROD. CAP WAS CONCRETED IN51DE 2' oo l L005E ALONGSIDE PER R OF 5 8848 AND 10380. SET M15 '5URVEYOR'5 NOTE' ON R OF 5 14106. PIPE FLUSH WITH TOP. SET FENCE POST 00 ao m S.D. COUNTY ENGR. TAG IN CONCRETE IN51DE A SECTION WITNE55 1' NORTHERLY. p N N LL OF 8" PLASTIC SEWER PIPE SET OVER TOP OF COUNTY SURVEYOR FIELD BOOK 28 PAGE 13 C JUNE 22. 1898 FOR ROAD SURVEY 139 SHOWS A DIKE RUNNING SEE SURVEYOR'S NOTE. 0 0 EXISTING 4' X 4' MONUMENT AT POINT WHERE NAIL NORTH AND WEST FROM THE 1/4 CORNER. A BEARING OF NO' 13'E CAN BE DETERMINED ALONG THE SECTION LINE d - L5 2976 TAG HAD BEEN REMOVED. SET FENCE ? Cr POST WITNESS 1' SOUTHERLY. SEE R OF 5 14106. NORTH OF 1/4 CORNER 26125. THE NATURE OF THE MONUMENT IS NOT SPECIFIED. THIS MAY EXPLAIN THE oro Y SEE SURVEYOR'S NOTE. `REMAINS OF EARTH MOUND' MENTIONED BY BROWN ON R OF S 6494. s o• N 3� N W d p Cl. M d . L�1 '0^0 U- Hwy Lu to Y 1 ° p MM� ^ V J o o '-- o NOTE= o V 0 Z W.5. KING FIELD NOTES REFERRED TO HEREON C ARE ON FILE WITH LINTVEDT, MC COLL, + ASSOCIATES. C FORMERLY HALL ENGINEERING 2G L3G 35 26 25 SECTION CORNER 3513G FOUND 2' PIPE + TAG, RGE 9647 PER MAP 7473 AND R OF 5 10380. ACCEPTED AS BEING A PERPETUATION OF 2' IRON PIPE WITH CAP SHOWN ON W.S. KING FIELD NOTES. BK. #27, PG. 4 + 7. SEE NOTE. DETAIL "B Y CALIFORNIA COORDINATE INDEX C1927 DATUM) 310 -1689 ASSESSOR'S PARCEL NUMBER= 2G2- 073 -17