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<br /> NOTES
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<br /> 1 . THE LOCATION OF THE INTERSECTION OF THE CENTERLINE OF VINE AVENUE AND THE WEST LINE OF FD. P.K. NAIL NO RECORD, RECORD OF SURVEY
<br /> LOT 105 HAS BEEN PERPETUATED BY (D)(E)(G)(X). W I N30022'23"E 2.70'(M) FROM BEING PORTION OF LOT 104 OF
<br /> 2. SOUTHWEST CORNER OF LOT 105 WAS ESTABLISHED BY PRORATING BETWEEN THE CENTERLINE OF 2643.90'(M) 2643.60'(A) 2643.8'(C) 2644.05'(1) > I CENTER OF SEC. 3 "ESCALON COLONY TRACT, MAP B", AS SHOWN ON,
<br /> VINE AVENUE AND THE NORTHEASTERLY RIGHT-OF-WAY LINE OF AT&SF RAILROAD. 2238.94'(M) 2238.8'(C)
<br /> 3. THE SOUTHEAST CORNER OF LOT 102 WAS ESTABLISHED BY PRORATING BETWEEN THE FOUND PK800.03'{M) 800.0'(C) -� 2644.59'(M) MAPS AND PLATS, VOLUME 7, PAGE 14,
<br /> AT VINE AVENUE AND THE SET PIPE AT THE SOUTH 1/4 CORNER OF SECTION 3. 80.97'(M} 660.90'{A) --J' SAN JOAQUIN COUNTY RECORDS
<br /> 4. THE NORTHWEST CORNER OF LOT 105 HAS A HISTORY OF DIFFERENT MONUMENTS. BEGINNING IN 0 S.F.N. LOCATED IN SECTION 3 T 2S R 9E M.D.B. & M
<br /> 1952 WITH AN "IRON PIN", THEN IN 1963 A "3"X3" WHITE STAKE", THEN IN 2007 A "FOUND 5/8" 780.03'(M) j •s •� M.
<br /> REBAR REPLACED WITH A 3/4" IRON PIPE TAGGED L.S. 3622 S.F.N. OI !! !! NORTH SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 5. SAN JOAQUIN COUNTY FB. 565-7 AND 565-33 FINDS THE SOUTHWESTERLY MONUMENT OF THE M I DETAIL A APRIL 2013
<br /> 120'X165' PARCEL TO BE 24.55 FEET FROM THE CENTERLINE OF SANTA FE AVENUE. THIS SURVEY w SHEET 2 OF 2
<br /> ESTABLISHES THE CENTERLINE OF SANTA FE AVENUE BY MEASURING SOUTH 43036'02" WEST, 34.55' = NOT TO SCALE QUARTAROM ASSOC TES
<br /> FROM THE FOUND 3/4" IRON PIPE SET AT 10' ROAD WIDENING. FD. 2" IRON PIPE PER (C) NOT LAND SURVEYING - LAND PLANNING
<br /> FD. 3/4" IRON PIPE TAGGED, N00°14'19"E 1 .01 '(M) SCALE: 1 " = 200' 1.N 98107584 MANTECA, CA
<br /> TAGGED L.S. 3622 M. do G 10-47
<br /> REFERENCES TA 1 4 C. COR. 1 �S89°45'41 "E �(M) 5288.49'(M) 5288.60'(A) 5288.4 (C) 5288.66(1) y {SEE DETAIL "A")
<br /> / SE I 2643.90 (M) 2643.60 (A) 2643.8'(C) 2644.05,(1)
<br /> (A) M. & P. 7-14, S.J.C.R. (L) P.M. 8-72, S.J.C.R. PER (1) + 2238,94'(M) 2238.8'(C)
<br /> B R.S. 9-71 , S.J.C.R. N P.M. 13-10, S.J.C.R. _ _ L1 -��� - - 1438.91 '(M) 1438.8'(C) 800.03'(M) 800.0'(C) 2644.59'(M)
<br /> (C) M. & P. 10-47, S.J.C.R. (0) M. & P. 8-56, S.J.C.R. I 660.98 (M) 660.90 (A)(D) 660.98'(M) 660.90'(A) 660.98'(M) 660.90'(A) 660.97'(M) 660.90'(A) /
<br /> (D) R.S. 12-65, S.J.C.R. (P) M. & P. 29-43, S.J.C.R. I 780.03 (M) 780.0 (C)
<br /> (E) R.S. 13-157, S.J.C.R. (Q) R.S. 27-39, S.J.C.R.
<br /> (F) R.S. 14-42, S.J.C.R. (S) R.S. 14-138, S.J.C.R. 1/4 SECTION
<br /> (G) M. & P. 38-106, S.J.C.R. (T) C.R. 09-69, S.J.C.S.R. SECTION LINE Q LINE PER (C)(H) J 1/4 SECTION LINE
<br /> (H) R.S. 15-87, S.J.C.R. (U) C.R. 00-96, S.J.C.S.R. PER (H)
<br /> PER (D)(E) Q ^ ^� ^ ^ Q=^ I
<br /> (I) R.S. 37-34, S.J.C.R. (V) F.B. 658, S.J.C.S.R. 3/4" IRON PIN
<br /> M. & P. 38-106 N Q FD. 3
<br /> (J) R.S. 33-52, S.J.C.R. (W) R.S. 37-62, S.J.C.R. I oo PER (F)(V), NOT
<br /> (K) P.M. 6-49, S.J.C.R. (X) M. & P. 27-66, S.J.C.R. I N rn QO `� 0-) TAGGED, S89`45;41 "E
<br /> R.S. 12-65 ^ N �i N 19.90'(M) 20.00'(V)
<br /> RS. 27-39 I FD. 3/4" IRON PIPE ^ `� `O �? � C9 W
<br /> PER (D)(E)(F)(1), M. P, 7-14 0 ^
<br /> LL-
<br /> FD. 3/4" IRON PIPE IN FD. 3/4" IRON PIPE IN LEANING NORTHERLY 4 ,ri
<br /> MON. BOX PER (G)(P) MON. BOX PER (G) L3 NOT TAGGED PER (G) Lo N o °�°N Z
<br /> NOT TAGGED VINE NOT TAGGED I 0� o N AVENUE 10 �0 I W R.S. 37 34
<br /> S89°57'16"E M 1 `N S8904655"E (M) 2643.54'(M) 2643.28'(F) 2643.69'(1) N �0 + N ,� RS. 14-42
<br /> L9 { )> X Ln
<br /> 660.83'(M) N Q
<br /> 2362.03 M 2362.24 B 2361 .51 2362.02
<br /> L6 -�� �- 1616.86'(M) 1616.84 (G) L5 661 ,05'(M) 660.83'(M) 660.83'(M}
<br /> . (M) 328.70 (M) FD. PK SPIKE
<br /> FD. 3/4' IRON PIPE PER (P) AT THE PER (H)(V)
<br /> WESTERLY END OF THE NORTHERLY I -' N v0� �0� L� ` (SEE DETAIL "B Lo
<br /> "}
<br /> RADIUS RETURN AT SANTA FE AVE. ^ w � w
<br /> AND REILE AVE. (SEE NOTE 5) Q o
<br /> FD. 3/4 IRON R.S. 13-157 N � % � w � i N R.S. 15-87
<br /> R.S. 9-71 PIN (E), NOT N o o c� ^ ^ R.S. 18-52
<br /> R.S. 11-14 TAGGED °? o'~ I �I ^ I '~°� '� �
<br /> R. 16-102 V :2 Qp V `--O ~' a�
<br /> `L til. & P. 29-43 co on co O Q ►� O Q °�' � o +o
<br /> \ � ° N
<br /> ^ NO N N
<br /> d- w O Q (cn (.0Q0 loo to 0
<br /> Q0 0') N
<br /> QUI {� O ^
<br /> Lo dt Q I
<br /> N V CJ I^ O
<br /> \ ��J C6 Ln o Ioo
<br /> ps Ii
<br /> 660.70'(M) 660.82'(A) 332.00'(M) 328.70'(M) 660.70'(M) 660.82'(A) 660.70'(M) 660.82'(A) ^00
<br /> y \ Cp N = Lo
<br /> 660.70 (M) 660.82 (A) -�' �O
<br /> N
<br /> N89-46'21 W (M) 2642.80'(M) 2643.28'(A) ^
<br /> �z
<br /> • `�3�, ` !�► Lo i FD. PK SPIKE Q i co
<br /> 0.,
<br /> \ , N PER H V o0
<br /> Lo oc)J F.8. 658
<br /> CD
<br /> 4op `\� o I Q S23°12'09"W M --� �t-�-- S24°41 '34"E M
<br /> �y48.92 (M) 48.86'(V) r! I +♦ 49.71 '(M) 49.64'(V)00
<br /> LINE TABLE Q \ I Lo
<br /> N FD. 1 IRON PIN-/ FD, 1 IRON PIN
<br /> q00
<br /> LINE BEARING DISTANCE ,�� . PER (V) PER (V) rn I a' 1/4 SECTION LINE
<br /> L1 S89°45'41 "E M 404.96' M 405' C `.0 \ 991399
<br /> ! !! N PER (H)
<br /> ° { } ( ) ( ) ' �\ S.F.N. DETAIL 6 �-
<br /> L2 S00 59 59 E (M) 663.39'(M)(1) 663.0 (B)(D) ���� I SECTION LINE NOT TO SCALE
<br /> 663.40 (G)(Q)(X) SEC. 4 \ I SEC. 3
<br /> L3 S00°59'59"E (M) 25.20'(M) 25'(D)(E)(F)(G) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_� - -
<br /> L4 SO1°02'1 1 "E (M) 193.09'(M) 193'(E) N89-45'1 2"W (M) 2641 .30'(M) 2643.00'(A)
<br /> L5 S89-57'1 6"E (M) 292.43'( M) 292.53'(G) 299.54 (M) 298.O'(B) `
<br /> L6 S8957 16 E (M) 452.74 (M) 452.76 (P) \I FD. EMPTY MON. BOX PER (K)
<br /> L7 N00°58 15))W (M) 320.45'(M) 318.00,(F)(V) 369.80'(M) 370'(A) W/4-2.00' R.P. NAILS AT 1/4
<br /> L8 NOO°58'15"W (M) 341 .98'(M) 342.00'(F)(V) SEC. 9 SEC. 10 SEC. COR. PER (L), SET 3/4"
<br /> L9 S89°57 1 CE (M) 489.02 (M) 489.04'(P) I IRON PIPE TAGGED L.S. 4450
<br /> L10 N46°23'58"W (M) 702.71 '(M) CALC(P)
<br /> L1 1 N46 23 58 W (M) 758.03'(M) 758.01 CALC(P) S.F.N.
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<br /> 2012-269
<br /> 39 now
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