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REFERENCES:
<br />(A)
<br />DOC
<br />2004-216091
<br />(B)
<br />P.M.
<br />5-3
<br />(C)
<br />R. S.
<br />27-'61
<br />02
<br />(D)
<br />R.S.
<br />33-20
<br />(E)
<br />R. S.
<br />35-5
<br />(F)
<br />R. S.
<br />35-9
<br />(G)
<br />R.S.
<br />38-161
<br />(H)
<br />R. S.
<br />32-162
<br />-}_.r IID
<br />(J)
<br />R. S.
<br />34-104
<br />I
<br />PARCEL 3(A)
<br />1
<br />I �
<br />RADIUS
<br />23' PARCEL
<br />CH -BEARING
<br />N
<br />r „
<br />N76°1'30
<br />1�! 39.62'(M)(A)(F)
<br />4(A)
<br />W
<br />o �
<br />Q
<br />3p „p
<br />W
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<br />35.63'(M)(A)(F)
<br />J 0.28 AG
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<br />NOT
<br />TO SCALE
<br />N69°03'16"W
<br />UJ 05W
<br />N
<br />N
<br />Z `n
<br />I.PiN PER (B), NO "FAG, S7°53'02"W 0.18' FROM P.C.
<br />°
<br />x
<br />3/4"
<br />LPIN PER (B), NO TAG
<br />Xamasioll
<br />STREET'
<br />303.83'(M)
<br />303.64'(A)(B) 303.65'(C) 30.3.87'(F)(G)
<br />11 ! 127
<br />N11'41'16"W 60.38'(M) 60.60'(C) (USED MONUMENT FOR LINE) -
<br />J
<br />N78'2S56' E 687.70' M - X >
<br />' () SFN (ABANDONED} r
<br />PER (C)
<br />f,,80.80'(M)(A)(j'
<br />303.0T(M) ---------- -- SFN . .
<br />PER (C)
<br />LOT LOT LOT LOT LOT LOY'
<br />n 1 3 5 l 11
<br />4
<br />1n PARCEL A o °o
<br />P.M. 5-3 o
<br />BLOCK 8 p o BLOCK 0
<br />LOI' 13 LOT 15
<br />/ 2\ z
<br />v m N78'25'04"E 303.08'(M)
<br />PARCEL 2 /a
<br />1.90 AC
<br />LOT 14 LOT 16
<br />/ J
<br />r <
<br />CD W n
<br />u PARCEL S__ (A)
<br />`r (10 °; 1.06 AC
<br />m
<br />0
<br />07 « v LOT LOT LOT LOT LOT LOT
<br />PARCEL B G, a 2 4 6 8 10 12
<br />CO
<br />0
<br />P. M. 5-3 3
<br />z SFN PER (E) o SFN PER (B)
<br />I PARCEL_ 1 �A 105.71'(M) U SET W.C. CHISELED CROSS WITH BRASS TAG STAMPED L.S. 7600
<br />00 0.21 AC 105.67'(A)(B) S11'41'02"E 5.00' FROM P.C.
<br />�° I- 198.06'(M) 197.99'(A)(B) 'i ! ® 303.09'(M) 303'(A)
<br />S78'26'1 7"W 687.66'(M)
<br />o Q PARCEL -a- A ¢ HAZELTON PARCEL 6 (A) AVENUE (ABANDONED)
<br />- o 0.28 AC r) 0 1.95 AC
<br />d U D SEE DETAIL "A" ._ o N78'26'1
<br />7"E 687.66'(M)
<br />z I 197.92'(M) 197.99'(A) 105.84'(M) 105.67'(A 303.10'(M) 303'(A) 303.09'(B)
<br />0_
<br />W
<br />0-
<br />_7 Z
<br />Ll -
<br />V)
<br />14 +
<br />101.26'(M) 101.24'(F) 22 202.50'(IM) 202.42'(A) 202.48'(F) ¢ SFN PER (B) SFN PER (B)
<br />N11'41'07"W
<br />1.40'(M)(F)
<br />1
<br />I �
<br />RADIUS
<br />DELTA
<br />CH -BEARING
<br />N
<br />r „
<br />N76°1'30
<br />1�! 39.62'(M)(A)(F)
<br />PAR,LIEL 4 l
<br />f { 21 (Al
<br />W
<br />�,.... :' Z W¢
<br />Q
<br />�
<br />W
<br />N71'13'48"W
<br />35.63'(M)(A)(F)
<br />J 0.28 AG
<br />N
<br />N w o ¢
<br />f iY
<br />-
<br />d
<br />PARCEL 0"
<br />V)
<br />C
<br />-}_.r IID
<br />'^•
<br />N c-
<br />,--., M d- �
<br />3
<br />P.1�r. 5 - �.j
<br />_-�
<br />PFR
<br />N69°03'16"W
<br />35.42'(M)(A)(F)- 19
<br />N
<br />N
<br />Z `n
<br />I.PiN PER (B), NO "FAG, S7°53'02"W 0.18' FROM P.C.
<br />°
<br />(F}
<br />3/4"
<br />LPIN PER (B), NO TAG
<br />z t
<br />-
<br />FD.
<br />C.C.,
<br />BLOCK 1:3
<br />y n
<br />N68'33'57"W 38.44'(M)(A)(F)
<br />FD.
<br />N ? °�
<br />N
<br />FD.
<br />C.C.
<br />�-
<br />N67'40'17"W 25.10'{M)(A)(F)-
<br />� cNv
<br />;'
<br />5' SOUTH PER (B)
<br />F�ARCEL 5 (A)
<br />10
<br />BLOCK 12
<br />N65"01'10"'N 21.27'(M)(A)(F}
<br />LPIN PER (B), NO TAC, 578'18'58"W 0.05' FROM P.C.
<br />18 ll� «
<br />80.80'(M)(A)(F)
<br />11
<br />FD.
<br />1.41 AC
<br />LPIPE PER (C), NO TAG, S`11'41'16"W 0.22' FROM P.C.
<br />R.S. 35-9
<br />12
<br />N63°44'14"W 19.15'(M)(A)(F)
<br />3/4"
<br />N78°18'58"E !
<br />558'50'56"E,
<br />0.32' FROM P.C.
<br />N62'28'20"W
<br />26.89'(M) 26.78'(A) 26.82'(F)
<br />FD.
<br />SFN 25
<br />¢
<br />SJ7'S
<br />& 3.93' WEST [4' WEST PER (F)]
<br />P4
<br />FD.
<br />C.C.,
<br />PER (F)
<br />00
<br />15
<br />FD.
<br />3/4"
<br />REBAR TAGGED L.S. 4334 PER (F)
<br />16
<br />FD.
<br />0 COr
<br />BRASS DISK STAMPED L.S. 4334 PER (F),
<br />N1'1'34'58"W
<br />0.10' FROM P.C.
<br />v
<br />17
<br />FD.
<br />PARCEL
<br />D
<br />N11'41'02"W
<br />-
<br />m o
<br />C8
<br />P. Af. 5 -
<br />3 �9
<br />LPIN, NO REF & TAG, N11'41'02"W 1.43' FROM P.C.
<br />19
<br />rn
<br />00 �
<br />NO REF, P133'47'12"E 0.17' FROM P.C.
<br />(�J EXISTING
<br />FD.
<br />C.C.,
<br />NO REF, N18"36'20"E 0.20' FROM P.C.
<br />21
<br />FD.
<br />C.C.,
<br />N6'25'47"W 1.05' [N12"W 1.03° PER (F)]
<br />PARCEL 7.A BUILDING
<br />22
<br />FD.
<br />C.C.,
<br />N11'08'58"W 1.04' [N12'W 1.03' PER (F)]
<br />S��
<br />0.54 AC O
<br />S
<br />C.C.
<br />PER (F), S'11'33'43"E 0.06' FROM P.C.
<br />i
<br />w o
<br />¢ 'J''
<br />BRASS DISK STAMPED L.S. 4334 PER (F)
<br />25
<br />FD.
<br />R.R.
<br />rn
<br />r00
<br />o _
<br />00
<br />m
<br />o
<br />6S
<br />3/4"
<br />LPIPE, NO REF, 558'02'45"W 0.13' FROM P.C.
<br />27
<br />FD.
<br />3/4"
<br />00
<br />o
<br />Rs4
<br />S11'26'48"E 9.12'(M) 7.24'(A)(B)-
<br />N78'48'.34"E 10.72'(M) 10.89'(A)(B/
<br />50.80'(M)
<br />50.48'(M)
<br />`�o'
<br />�1) '� 161.34'(M) 16
<br />50.59'(F)
<br />50.60'(F)
<br />202.42'(M) 202.40'(F)
<br />80.80'(M)(F)
<br />1.30.32'
<br />11.46'
<br />(M)(A)(B)
<br />_ �-• 5) 16 S78'25 02 W 17 �� 687.62 (M)
<br />0' _ 50_ 100' 13 SCOTTS AVENUE�
<br />1' = 50 ��/:ti\���J �y vn
<br />SEE SHEET 1 FOR LEGEND, MONUMENTS SET AND BASIS OF BEARINGS V
<br />(D.D. SHEET NO. 31C) /
<br />P�
<br />S78'25'04"W
<br />40.40'(M)(A)
<br />�®
<br />#r
<br />1
<br />I �
<br />RADIUS
<br />DELTA
<br />CH -BEARING
<br />N
<br />r
<br />' 229.13'
<br />34.34'
<br />0
<br />;r
<br />LO
<br />r
<br />�
<br />W
<br />LO
<br />UJ
<br />fY
<br />47
<br />�:
<br />V)
<br />FD.
<br />d
<br />4' WEST PER (B)(C)(F)(G)
<br />V)
<br />.1 ) y
<br />014
<br />D
<br />CURVE TABLE. (M)
<br />#r
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH -BEARING
<br />CH--ENGFH
<br />C1
<br />C2
<br />' 229.13'
<br />34.34'
<br />527.35'
<br />215.65'
<br />24'53'40"
<br />9'07'30°'
<br />S72'17'55"E
<br />S67"20'58"E
<br />227.33'
<br />34.31
<br />C3
<br />39.49'
<br />C3
<br />1213'01"
<br />255'50"E
<br />.89'
<br />�- ---CURVE TABLE (A)--
<br />-------- _�. CURVVE-TAB�L-E-(B)
<br />NGTH RADIUS DELTA CH -_BEARING
<br />CH-LENGTFI
<br />+9.29'5'17.3 24'53'25"/8'34'56"E
<br />CH -LENGTH
<br />227.31'
<br />227.29'
<br />-J
<br />RECORD OF SURVEY
<br />BLOCK 8 AND A PORTION OF BLOCKS, 9, 12 AND 13, SOUTH OF
<br />MORMON CHANNEL, BEING A PORTION OF SECTION 8, C.M. WEBER
<br />40.40' GRANT, CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br />(M)(A)�q _FOR: EGER PROPERTIES
<br />I
<br />WONG ENGINEERS, INC.
<br />N: 2167540.99' �' PLANNING ENGINEERING SURVEYING
<br />E: 6332916.94' 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)4'76--001'1
<br />JULY 2020 SHEET 2 OF 2
<br />-------- _�. CURVVE-TAB�L-E-(B)
<br />LENGTH RADIUS
<br />229.11' 527.35'
<br />DELTA I CH -BEARING
<br />24'53'32" N78'34'30"W
<br />CH -LENGTH
<br />227.31'
<br />MONUMENTS:
<br />~i
<br />C2
<br />39.55' 215.65'
<br />10'30'28" N72'57'33"W
<br />39.49'
<br />C3
<br />46.07' 215.65'
<br />12-1421" 1 N59'14'05"W
<br />45.98'
<br />FD.
<br />C.C.,
<br />4' WEST PER (B)(C)(F)(G)
<br />RECORD OF SURVEY
<br />BLOCK 8 AND A PORTION OF BLOCKS, 9, 12 AND 13, SOUTH OF
<br />MORMON CHANNEL, BEING A PORTION OF SECTION 8, C.M. WEBER
<br />40.40' GRANT, CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br />(M)(A)�q _FOR: EGER PROPERTIES
<br />I
<br />WONG ENGINEERS, INC.
<br />N: 2167540.99' �' PLANNING ENGINEERING SURVEYING
<br />E: 6332916.94' 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)4'76--001'1
<br />JULY 2020 SHEET 2 OF 2
<br />°
<br />FOUND
<br />MONUMENTS:
<br />vi 0
<br />1J
<br />FD.
<br />C.C.,
<br />12' WEST PER (B)(C)(F)(G)
<br />w
<br />FD.
<br />C.C.,
<br />4' WEST PER (B)(C)(F)(G)
<br />V)
<br />C
<br />FD.
<br />3/4"
<br />LPIPE PER (B)(C)(F)(G), NO TAG
<br />W
<br />a
<br />FD.
<br />3/4"
<br />I.PiN PER (B), NO "FAG, S7°53'02"W 0.18' FROM P.C.
<br />°
<br />FD.
<br />3/4"
<br />LPIN PER (B), NO TAG
<br />z t
<br />©
<br />FD.
<br />C.C.,
<br />4' WEST PER (B)(F)
<br />y n
<br />FD.
<br />C.C.,
<br />4.13' WEST [4' WEST PER (B)(F)] & 6' NORTH PER (B)(F)
<br />FD.
<br />C.C.
<br />PER (B), N78'26'17"E 0.06' FROM P.C. [5 EAST PER (B)]
<br />ci
<br />FD.
<br />C.C.,
<br />5' SOUTH PER (B)
<br />n
<br />10
<br />FD.
<br />3/4"
<br />LPIN PER (B), NO TAC, 578'18'58"W 0.05' FROM P.C.
<br />11
<br />FD.
<br />3/4"
<br />LPIPE PER (C), NO TAG, S`11'41'16"W 0.22' FROM P.C.
<br />12
<br />FD.
<br />3/4"
<br />LPIN [I.PIPE PER (C)], NO REF & TAG,
<br />558'50'56"E,
<br />0.32' FROM P.C.
<br />-
<br />13
<br />FD.
<br />C.C.,
<br />6.22' SOUTH [6' SOUTH PER (F)]
<br />& 3.93' WEST [4' WEST PER (F)]
<br />P4
<br />FD.
<br />C.C.,
<br />3.93' WEST [4' WEST PER (F)]
<br />15
<br />FD.
<br />3/4"
<br />REBAR TAGGED L.S. 4334 PER (F)
<br />16
<br />FD.
<br />1.17"
<br />BRASS DISK STAMPED L.S. 4334 PER (F),
<br />N1'1'34'58"W
<br />0.10' FROM P.C.
<br />17
<br />FD.
<br />1.17"
<br />BRASS DISK STAMPED L.S. 4334 PEP, (F),
<br />N11'41'02"W
<br />0.05' FROM P.C.
<br />C8
<br />FD.
<br />3/4"
<br />LPIN, NO REF & TAG, N11'41'02"W 1.43' FROM P.C.
<br />19
<br />FD.
<br />C.C.,
<br />NO REF, P133'47'12"E 0.17' FROM P.C.
<br />20
<br />FD.
<br />C.C.,
<br />NO REF, N18"36'20"E 0.20' FROM P.C.
<br />21
<br />FD.
<br />C.C.,
<br />N6'25'47"W 1.05' [N12"W 1.03° PER (F)]
<br />22
<br />FD.
<br />C.C.,
<br />N11'08'58"W 1.04' [N12'W 1.03' PER (F)]
<br />23
<br />FD.
<br />C.C.
<br />PER (F), S'11'33'43"E 0.06' FROM P.C.
<br />24
<br />FD.
<br />1.17"
<br />BRASS DISK STAMPED L.S. 4334 PER (F)
<br />25
<br />FD.
<br />R.R.
<br />SPIKE, NO REF, 57'43'31"W 0.05' FROM P.C.
<br />26
<br />FD.
<br />3/4"
<br />LPIPE, NO REF, 558'02'45"W 0.13' FROM P.C.
<br />27
<br />FD.
<br />3/4"
<br />LPIN, NO TAG, NO REF
<br />RECORD OF SURVEY
<br />BLOCK 8 AND A PORTION OF BLOCKS, 9, 12 AND 13, SOUTH OF
<br />MORMON CHANNEL, BEING A PORTION OF SECTION 8, C.M. WEBER
<br />40.40' GRANT, CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br />(M)(A)�q _FOR: EGER PROPERTIES
<br />I
<br />WONG ENGINEERS, INC.
<br />N: 2167540.99' �' PLANNING ENGINEERING SURVEYING
<br />E: 6332916.94' 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)4'76--001'1
<br />JULY 2020 SHEET 2 OF 2
<br />
|