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KETTLEMAN LANE N89'57'30"E B.0.B.(R1)(M) 2684.59'(M) 2684.60'(R1) - n- u) N FD. 3/4" LROD(R7)--' cc V C-)CK CJ O o 0 fx) cV FD. 3/4" LROD(R7) p (IN CONCRETE FOR \ v) FENCE POST) N09"50'31 "E 0.39' FROM CALCULATED CORNER DOC.#2012-142925 TRACT A 40.64 ACRES FD. BOLT & WASHER IN— MONUMENT BOX AT SEC. CORNER SEC. s� sEc. 9 KETTLEMAN LANE (R 1)(R4) -__1*. - -- --- SFC. 17 «i cv r) N c� �i SEE NOTE 2.- - � Lo u CC) d rJ o � Z J FD. 3/4" LROD NO TAG K/ AT 1/4-1/4 CORNER (F4) Q c cJ 1') 00 cc iii SEC. 16 SECTION LINE(R1)(R4) ' 658.85'(M)(R12) NORTH LINE OF MARIS PROPERTY(R5) FD. 3/4" LROD NO TAG AT 1/4 CORNER (R1)(R2)(R4) DE a ^L-!jr NOT TO SCALE 173.00787) J FD. 3/4" I.ROD(R7) t�7 U-) 0 d I � r- 0 04 r 4k U 0 d N89'57'30"E 173.00'(R7) CALCULATED CORNER LANDS WITHIN EXISTING FENCE POST 303.50' iw FD. 3/4" [.ROD IN MONUMENT BOX AT 1/4 CORNER (R1)(R7) FD. MONUMENT BOX (NO MONUMENT) USED 2' STRADDLERS 589'40'17"W 496.65'(M) r _ 496.50' (R1 70.1-3 -SET WITNESS CORNER N89°57'30"E 1.00' FROM CORNER FAST LINE OIF WEST LINE OF 11.60 ACRES(R8) 11.60 ACRES(R8) DETAIL "C" NOT TO SCALE DOC.42012-142925 TRACT A 40.64 ACRES WEST LINE OF N 11.60 ACRES(R8) 1/4 SECTION LINE(RI ) THE INTERSECTION OF THE 1/4 SECTION LINE AND THE ESTABLISHED NORTH LINE OF MARIS PROPERTY(R5) 298.70'(C)(R8)(R9) -. 375.2'(R8)(R9) IN DEEDS 74.95'(C) 384.21'(0) I.N. 99156239 10.01 ACRES 13. S89'21'32"E 3067.10'(0) 1. IN' TE�RSECTION OF HE ESTABLISHED NORTH LINE OF MARIS PROPERTY (R5) WITH THE CENTER LINE OF ALPINE ROAD. 2. THE NORTHWEST CORNER OF MARIS IS PLOPEK Y(L5) WAS CSTABLISHC D 6Y THE DISTANCE FROM THE SOUTHWESF CORNER OF THE NORTHWEST 1/4 OF SECTION 16 SHOWN AS 80.64 RODS(1330.56')(R5) ALONG THE WEST LINE OF SAID SECTION 16. TOGETHER WITH A POINT ON THE NORTH LINE OF SAID MARIS PROPERTY ESTABLISHED BY THE TIES SHOWN IN (R5) AND (1 %'8). THESE TWO ESTABLISHED POINTS PROVIDE THE BEST FIT OF THE EXISTING AVENUE BETWEEN THE ORCHARDS AND THE VINEYARDS ALONG THE NORTH LINE OF SAID MARIS PROPERTY AND THE SOUTI-1 LINE OF DIE SURVEYED PROPERTIES. 3. THE DISTANCE OF 80.64 RODS(1330.56')(R5) IS REFERENCED AS BEING "MORE OR LESS' FROM THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 16 AND WAS ACCEPTED AS THE CONTROLLING DISTANCE BECAUSE IT FIT THE EXISTING AVENUE AND ORCHARDS. AN INITIAL CALL DISTANCE OF 79.76 RODS(1316.04')(R5) AS REFERENCED FROM THE NORTFIWEST CORNER OF SECTION 16 WAS NOT ACCEPTED BECAUSE IT CREATED AN ENCROACHMENT INFO THE EXISTING ORCHARD WHICH DOES NOT REFLECT THE INTENT OF THE ORIGINAL NORTH LINE OF THE MARIS PROPERTY(R5). 4. THE REFERENCED DEEDS HAVE NUMEROUS INCONSISTENCIES. THE ANGLE, 80'04'00", WAS USED BASED ON THE EASTERLY TIE LINE ALSO BEING THE CENTERLINE OF ALPINE ROAD. THE BEARING OF THE CENTERLINE IS REFERENCED AS NORTH 05' EAST, SOUTH 5' 05' WE31 AND NORTH 5' EAST WITHIN (R5). THE BEARING OF NORTH 05' EAST WAS USED TOGS IHER WITH THE TIE LINE BEARING OF SOUTH 85'04' WEST TO EQUAL THE ANGLE OF 80'04'00". THIS ANALYSIS BEST FN -S THE EXISTING PHYSICAL FEATURES ALONG THE NORTH LINE OF THE: MARIS PROPERTY(R5). ESTABLISHED POINT ON NORTH LINE OF MARIS PROPERIY(R5) SEE NOTE 2. 80' 40' 40, V w fn / o w I/4- SEC. C✓ j p < " 2 DOS..# 201 4-1 3391 4 CD PJ fK V CD (if ") C)o w 1/4 SECTION o LINE(R1) w o w z v) 2678.52'(M) 1L05'(R1}(R3)(M) FD. 1/4 �J- o LPIN Ai - N89'57'30"E 373.63'(C) v) o I -SET WITNESS CORNER N89°57'30"E 1.00' FROM CORNER FAST LINE OIF WEST LINE OF 11.60 ACRES(R8) 11.60 ACRES(R8) DETAIL "C" NOT TO SCALE DOC.42012-142925 TRACT A 40.64 ACRES WEST LINE OF N 11.60 ACRES(R8) 1/4 SECTION LINE(RI ) THE INTERSECTION OF THE 1/4 SECTION LINE AND THE ESTABLISHED NORTH LINE OF MARIS PROPERTY(R5) 298.70'(C)(R8)(R9) -. 375.2'(R8)(R9) IN DEEDS 74.95'(C) 384.21'(0) I.N. 99156239 10.01 ACRES 13. S89'21'32"E 3067.10'(0) 1. IN' TE�RSECTION OF HE ESTABLISHED NORTH LINE OF MARIS PROPERTY (R5) WITH THE CENTER LINE OF ALPINE ROAD. 2. THE NORTHWEST CORNER OF MARIS IS PLOPEK Y(L5) WAS CSTABLISHC D 6Y THE DISTANCE FROM THE SOUTHWESF CORNER OF THE NORTHWEST 1/4 OF SECTION 16 SHOWN AS 80.64 RODS(1330.56')(R5) ALONG THE WEST LINE OF SAID SECTION 16. TOGETHER WITH A POINT ON THE NORTH LINE OF SAID MARIS PROPERTY ESTABLISHED BY THE TIES SHOWN IN (R5) AND (1 %'8). THESE TWO ESTABLISHED POINTS PROVIDE THE BEST FIT OF THE EXISTING AVENUE BETWEEN THE ORCHARDS AND THE VINEYARDS ALONG THE NORTH LINE OF SAID MARIS PROPERTY AND THE SOUTI-1 LINE OF DIE SURVEYED PROPERTIES. 3. THE DISTANCE OF 80.64 RODS(1330.56')(R5) IS REFERENCED AS BEING "MORE OR LESS' FROM THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 16 AND WAS ACCEPTED AS THE CONTROLLING DISTANCE BECAUSE IT FIT THE EXISTING AVENUE AND ORCHARDS. AN INITIAL CALL DISTANCE OF 79.76 RODS(1316.04')(R5) AS REFERENCED FROM THE NORTFIWEST CORNER OF SECTION 16 WAS NOT ACCEPTED BECAUSE IT CREATED AN ENCROACHMENT INFO THE EXISTING ORCHARD WHICH DOES NOT REFLECT THE INTENT OF THE ORIGINAL NORTH LINE OF THE MARIS PROPERTY(R5). 4. THE REFERENCED DEEDS HAVE NUMEROUS INCONSISTENCIES. THE ANGLE, 80'04'00", WAS USED BASED ON THE EASTERLY TIE LINE ALSO BEING THE CENTERLINE OF ALPINE ROAD. THE BEARING OF THE CENTERLINE IS REFERENCED AS NORTH 05' EAST, SOUTH 5' 05' WE31 AND NORTH 5' EAST WITHIN (R5). THE BEARING OF NORTH 05' EAST WAS USED TOGS IHER WITH THE TIE LINE BEARING OF SOUTH 85'04' WEST TO EQUAL THE ANGLE OF 80'04'00". THIS ANALYSIS BEST FN -S THE EXISTING PHYSICAL FEATURES ALONG THE NORTH LINE OF THE: MARIS PROPERTY(R5). ESTABLISHED POINT ON NORTH LINE OF MARIS PROPERIY(R5) SEE NOTE 2. 80' 40' 40, V L TIF LINE(R5)(R8) �L a� r`) I/4- SEC. LINE(R1)-,,, y0�� �n CEJ W � I I <r, w c' CD C)) z v) 31 - I -_-� 2 0 of A PORTION OF THE NORTH 1/2 OF SECTION 16, T.M., F?.7E., M.D.B. &M., SAN JOA QUIN COUNTY, CALIFORNIA SHEET 2 OF 2 SHEETS JUNE, 2019 CONSULTING CIA ENGINEER ENGINEERING • PLANNING + SURVEYING EAST LINE OF LN. 99156239 11.60 ACRES(R8) 10.01 ACRES say°2o 1O (R5)(R8) (GJ GtLGI 209.22'(R8)(R9) _ v�p 41 %_� 80°04'00" (R5)(R8) 154'04'00"(85)(88) 78'30'(89) 155.30'(R9) e 3'(C) 40.11' 270.47'(0) NORTH LINE OF MARIS PROPERTY(R5) SEE NOTE 2. NOT TO SCALE SEE NOTE 1. cc w �- "� vi N ,n zl CD 2f Ec) V) V T) h SEE NOTE 4. 1944 5:12019119441RECCKD OF SIJk'✓EYdivg duy 30, 2019 L TIF LINE(R5)(R8) �L I/4- SEC. LINE(R1)-,,, y0�� N G c' N89'49'59"E N89°49'59"E 2678.52'(M) 1L05'(R1}(R3)(M) FD. 1/4 3/4" CORNER(R1)(R2) LPIN Ai - y FD. '1/2" LROD(3/4" PER (R1)) NO -TAG AT INTERSECTION OF (CENTER OF SEC. 16) CL ROAD AND 1/4- SEC. LINE(R3)(R1) DETAIL "A" NOT TO SCALE 1944 5:12019119441RECCKD OF SIJk'✓EYdivg duy 30, 2019