|
N89'37'17"W
<br />N85'0� g�42���5."2'3j'
<br />42.18'
<br />263
<br />Q
<br />z
<br />co
<br />w
<br />CN
<br />:N
<br />CD
<br />0
<br />z
<br />PARCEL C(9) \�r,;l
<br />��5�t
<br />�� no
<br />A=5'23'13" L=30.93'
<br />N77'38'53"E(R)
<br />N89'37'17"W o
<br />56.63' a
<br />-13.05' t
<br />t�
<br />t o
<br />SSE, WLR L r
<br />A--12'43'50" o
<br />L=73.10'
<br />264
<br />8,808 SFt I
<br />R=177.00'
<br />N16'29'47"W(R) A=16'52'30"
<br />L=52.13'
<br />R=20.00'
<br />A--9114'3 3"
<br />L=31.85'
<br />t} 65.00 ,
<br />2g 0
<br />I w--36.00' --
<br />Li
<br />I Z
<br />X3'24'38" A
<br />L=19.23' /&
<br />38.50' G�
<br />PARCEL J(9) FUTURE TRACT 005
<br />4.95-
<br />- - 54.95'-
<br />RADIUS
<br />ww
<br />L
<br />4.00' 4.00
<br />n
<br />lit
<br />N N
<br />180
<br />cn
<br />229 22S
<br />un
<br />cn
<br />t
<br />DETAIL IL A
<br />�3 t
<br />12'53'11"
<br />TO SCALE
<br />C
<br />N85'0� g�42���5."2'3j'
<br />42.18'
<br />263
<br />Q
<br />z
<br />co
<br />w
<br />CN
<br />:N
<br />CD
<br />0
<br />z
<br />PARCEL C(9) \�r,;l
<br />��5�t
<br />�� no
<br />A=5'23'13" L=30.93'
<br />N77'38'53"E(R)
<br />N89'37'17"W o
<br />56.63' a
<br />-13.05' t
<br />t�
<br />t o
<br />SSE, WLR L r
<br />A--12'43'50" o
<br />L=73.10'
<br />264
<br />8,808 SFt I
<br />R=177.00'
<br />N16'29'47"W(R) A=16'52'30"
<br />L=52.13'
<br />R=20.00'
<br />A--9114'3 3"
<br />L=31.85'
<br />t} 65.00 ,
<br />2g 0
<br />I w--36.00' --
<br />Li
<br />I Z
<br />X3'24'38" A
<br />L=19.23' /&
<br />38.50' G�
<br />PARCEL J(9) FUTURE TRACT 005
<br />N89'37'1 7"W 381.45'(T)
<br />60.00'
<br />r
<br />4.95-
<br />- - 54.95'-
<br />RADIUS
<br />177
<br />LENGTH
<br />w w
<br />N 6,000 SFt N
<br />lit
<br />N N
<br />180
<br />178
<br />1
<br />8,584 SF±
<br />t
<br />C20
<br />�3 t
<br />12'53'11"
<br />� 1
<br />,� 1 tt,
<br />C
<br />;� t
<br />t�ao•33'1�"� 107
<br />d 1
<br />Li
<br />Lo�
<br />N80'08'54"E(R)
<br />Cl
<br />L
<br />Ln
<br />C:)� '
<br />179
<br />I
<br />ss,Pv LE
<br />f
<br />6,404 SFt
<br />-
<br />,8'00'05" L=55.02'
<br />CC
<br />I N88'08'59"E(R)
<br />N89'37'1 7"W 381.45'(T)
<br />60.00'
<br />r
<br />QC] C)
<br />o a
<br />RADIUS
<br />177
<br />LENGTH
<br />w w
<br />N 6,000 SFt N
<br />I
<br />N N
<br />180
<br />z z
<br />CD N89'37'17"W
<br />60.00'
<br />j N8817'38"E 100.36' o a
<br />C)
<br />0=213'44" L=15.33'
<br />-
<br />V ----------
<br />29,00'
<br />RADIUS
<br />I DELTA
<br />LENGTH
<br />Cl
<br />I
<br />90'00'00"
<br />180
<br />Q
<br />500.00'
<br />'A 0'
<br />112.45'
<br />C20
<br />546.00'
<br />12'53'11"
<br />Iw
<br />C
<br />6,001 sF±
<br />w
<br />Li
<br />Lo�
<br />N
<br />L
<br />Ln
<br />s♦
<br />C)
<br />z
<br />O
<br />z
<br />cLq
<br />T
<br />-
<br />- _-so.00'
<br />a_
<br />p`31�" x..-179.69' T F N8937'17"W f
<br />o
<br />323.00 0
<br />F
<br />w w
<br />p
<br />c�..
<br />�v)
<br />wLu
<br />CL
<br />o
<br />6a_ao�-__
<br />176
<br />6,000 SF±
<br />N89'37'17"W
<br />60.00'
<br />182
<br />6,000 SFf
<br />60.00'
<br />c)
<br />0
<br />0
<br />Cl
<br />w
<br />N
<br />hl
<br />0
<br />0
<br />z
<br />44-5$E
<br />TRACT N0. 4006
<br />SUBDIVISIONS oFSAN Jo,eUIN COUNTY, CALIFORNIA
<br />------ N TRACY VILLAGE NEIGHBORHOOD 2
<br />CONSISTING OF 12 SHEETS
<br />BEING A SUBDIVISION OF PARCEL K, AS SAID PARCEL K IS SHOWN ON
<br />TRACT NO. 3917 (_4M & P 5
<br />BEING A PORTION OF SECTION 5, T3S, R5E, MDB&M
<br />175 CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON (925) 866-0322
<br />cbg E SACRAMENTO (916) 375-1877 :11
<br />V1lW W.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS ■ PLANNERS
<br />SCALE: 1" = 30' APRIL 2022
<br />30' 0' 15' 30' 60' 120'
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
<br />I
<br />E33 MONUMENTS SHOWN HEREON: THE BEARING BEING N85'27'38"W (CALCULATED)
<br />BETWEEN THE CITY OF TRACY GPS POINT 9 AND GPS POINT 2056 AS SHOWN ON
<br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />SHOWN HEREON ARE GROUND DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />W
<br />W
<br />N89'37'17"W CZ)
<br />203.50'(M -M)
<br />E�+300.00' `�'Q N89'37'17'W 94.50'(M -M) I i - - N89'37'17"W 252.00'(M -M)
<br />IR--
<br />W - �- - -
<br />" L-166.89' M -M PARCEL C 49.00' - T 43.00' -,J-@
<br />p�3152'26 CD ; ALOHA LANE Q , 43.00 Q
<br />i�
<br />38.50' PUE, EVAE, PAE, E M;1
<br />" N89'3717"W
<br />154.10'(T}
<br />L'' N89'37'17"W 160.00' i N
<br />SSE, WLE " i I �
<br />A=8'37'2fi" 34.04' cf 4.09 ACt c,'` 80.00'- LSEEDE _80.00'-L=41.69'o,-- _ 4.46,J1 w w p- `n a TAIL A
<br />n Lz THIS SHEET - 23.00' - - 23.00'
<br />11447'43 E 229 "'En 7' PUE 228 "'cn I
<br />-- o --------- w SSE, WLE I I
<br />oo o NO'22'43"E cn _---35.00' 29.00' 6,420 SFt ¢ 0 6,414 5Ft I o I J
<br />C7 C) 14.07 I I C)
<br />z T I A--215'54" L=30.93' z
<br />T I o
<br />w250 j + N87'21'23"W(R)
<br />x
<br />252 � 251 N 6,104 SFf " N89'37'17"W 100,00' I I a I
<br />qt
<br />:It 5,515 SFt ' N89 3717 W 100.61 [�
<br />W oq I W I
<br />M � � N
<br />N
<br />`°CD
<br />o Q,'J o I X4'31'14" I q z Q I
<br />5' PUE l< N L=61.74' 230 '- I n z Z I211
<br />in
<br />SSE, WLE-1 �n !; CN
<br />9.00' ( `~' I 10' PUE 6,827 SFf r
<br />1 n
<br />2049.23' Lo M WLE z
<br />SSE,
<br />38 if
<br />N8937'17"W 58.23' )
<br />N82.59'0qa--
<br />1 1 "'22'09"W(R) 102.13'
<br />000�a=-9'37'2r� C� (g) L=120.5� j
<br />1 �1���po
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />I DELTA
<br />LENGTH
<br />Cl
<br />20.00'
<br />90'00'00"
<br />1S1
<br />Q
<br />500.00'
<br />12'53'11"
<br />112.45'
<br />C20
<br />546.00'
<br />12'53'11"
<br />w
<br />INTENTIONALLY OMITTED
<br />6,000 SFf
<br />rn
<br />CN
<br />N
<br />N
<br />L
<br />Ln
<br />(w!] t
<br />Ln �
<br />C)
<br />z
<br />O
<br />z
<br />co
<br />w
<br />a_
<br />a'
<br />16.000' 'f'
<br />-16.00,
<br />--------_.-
<br />60.00'
<br />N89-37'1 7-W 406.50'(T)
<br />F
<br />w w
<br />p
<br />c�..
<br />�v)
<br />wLu
<br />CL
<br />o
<br />6a_ao�-__
<br />176
<br />6,000 SF±
<br />N89'37'17"W
<br />60.00'
<br />182
<br />6,000 SFf
<br />60.00'
<br />c)
<br />0
<br />0
<br />Cl
<br />w
<br />N
<br />hl
<br />0
<br />0
<br />z
<br />44-5$E
<br />TRACT N0. 4006
<br />SUBDIVISIONS oFSAN Jo,eUIN COUNTY, CALIFORNIA
<br />------ N TRACY VILLAGE NEIGHBORHOOD 2
<br />CONSISTING OF 12 SHEETS
<br />BEING A SUBDIVISION OF PARCEL K, AS SAID PARCEL K IS SHOWN ON
<br />TRACT NO. 3917 (_4M & P 5
<br />BEING A PORTION OF SECTION 5, T3S, R5E, MDB&M
<br />175 CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON (925) 866-0322
<br />cbg E SACRAMENTO (916) 375-1877 :11
<br />V1lW W.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS ■ PLANNERS
<br />SCALE: 1" = 30' APRIL 2022
<br />30' 0' 15' 30' 60' 120'
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
<br />I
<br />E33 MONUMENTS SHOWN HEREON: THE BEARING BEING N85'27'38"W (CALCULATED)
<br />BETWEEN THE CITY OF TRACY GPS POINT 9 AND GPS POINT 2056 AS SHOWN ON
<br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />SHOWN HEREON ARE GROUND DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />W
<br />W
<br />N89'37'17"W CZ)
<br />203.50'(M -M)
<br />E�+300.00' `�'Q N89'37'17'W 94.50'(M -M) I i - - N89'37'17"W 252.00'(M -M)
<br />IR--
<br />W - �- - -
<br />" L-166.89' M -M PARCEL C 49.00' - T 43.00' -,J-@
<br />p�3152'26 CD ; ALOHA LANE Q , 43.00 Q
<br />i�
<br />38.50' PUE, EVAE, PAE, E M;1
<br />" N89'3717"W
<br />154.10'(T}
<br />L'' N89'37'17"W 160.00' i N
<br />SSE, WLE " i I �
<br />A=8'37'2fi" 34.04' cf 4.09 ACt c,'` 80.00'- LSEEDE _80.00'-L=41.69'o,-- _ 4.46,J1 w w p- `n a TAIL A
<br />n Lz THIS SHEET - 23.00' - - 23.00'
<br />11447'43 E 229 "'En 7' PUE 228 "'cn I
<br />-- o --------- w SSE, WLE I I
<br />oo o NO'22'43"E cn _---35.00' 29.00' 6,420 SFt ¢ 0 6,414 5Ft I o I J
<br />C7 C) 14.07 I I C)
<br />z T I A--215'54" L=30.93' z
<br />T I o
<br />w250 j + N87'21'23"W(R)
<br />x
<br />252 � 251 N 6,104 SFf " N89'37'17"W 100,00' I I a I
<br />qt
<br />:It 5,515 SFt ' N89 3717 W 100.61 [�
<br />W oq I W I
<br />M � � N
<br />N
<br />`°CD
<br />o Q,'J o I X4'31'14" I q z Q I
<br />5' PUE l< N L=61.74' 230 '- I n z Z I211
<br />in
<br />SSE, WLE-1 �n !; CN
<br />9.00' ( `~' I 10' PUE 6,827 SFf r
<br />1 n
<br />2049.23' Lo M WLE z
<br />SSE,
<br />38 if
<br />N8937'17"W 58.23' )
<br />N82.59'0qa--
<br />1 1 "'22'09"W(R) 102.13'
<br />000�a=-9'37'2r� C� (g) L=120.5� j
<br />1 �1���po
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />I DELTA
<br />LENGTH
<br />Cl
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C19
<br />500.00'
<br />12'53'11"
<br />112.45'
<br />C20
<br />546.00'
<br />12'53'11"
<br />122.80'
<br />JOB NO. 2043-000
<br />(T)
<br />(T)
<br />r SS 5- PUE. 1 1
<br />�, KE(q) --q
<br />r
<br />0
<br />SEE SHEET 9
<br />227 10' PUE
<br />7,759 SFt SSE, WLI
<br />L--2'41'21" L=23.4
<br />N86 55'56"W(R) 103.63'
<br />226
<br />I 10' PUE
<br />SSE, WLE
<br />23.00' 23.00'
<br />o� r
<br />'ft IN I
<br />u I
<br />�Q
<br />2 12
<br />SEE SHEET 8
<br />LEGEND
<br />O
<br />DN
<br />EVAE
<br />PAE
<br />PUE
<br />SSE
<br />WLE
<br />NOTE -
<br />SUBDIVISION BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE
<br />EASEMENT LINE
<br />CENTERLINE
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT
<br />STANDARD STREET MONUMENT, LS 7960, TO
<br />BE SET PER TRACT 3917
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />DOCUMENT NUMBER
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />PRIVATE ACCESS EASEMENT
<br />PUBLIC UTILITY EASEMENT
<br />SANITARY SEWER EASEMENT
<br />WATER LINE EASEMENT
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />REFERENCES:
<br />(1)
<br />INDICATES REFERENCE NUMBER
<br />(1)
<br />RECORD OF SURVEY (36 RS 118)
<br />(2)
<br />PARCEL MAP (4 PM 34)
<br />(3)
<br />RECORD OF SURVEY (13 RS 13)
<br />(4)
<br />TRACT NO. 2313 (32 M&P 38)
<br />(5)
<br />RECORD OF SURVEY (24 RS 170)
<br />(6)
<br />TRACT NO. 2222 (29 M&P 61)
<br />(7)
<br />TRACT NO. 2322 (30 M&P 66)
<br />(8)
<br />INTENTIONALLY OMITTED
<br />(9)
<br />TRACT NO. 3917 ( M&P 'a)
<br />X14-58
<br />SHEET 6 OF 12
<br />
|