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NOTES
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE
<br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR
<br />AND CAP OR NAIL AND TAG.
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />507.00'
<br />1'34'58"
<br />14.00'
<br />C2
<br />507.00'
<br />7'22'42"
<br />65.29'
<br />C3
<br />507.00'
<br />6'27'21"
<br />57.13'
<br />C4
<br />25.00'
<br />100'14'55"
<br />43.74'
<br />C5
<br />540.00'
<br />6'46'15"
<br />63.81'
<br />C6
<br />540.00'
<br />519'33"
<br />50.19'
<br />C7
<br />25.00'
<br />81'11'47"
<br />35.43'
<br />C8
<br />25.00'
<br />88'04'00"
<br />38.43'
<br />C9
<br />540.00
<br />5 24 40
<br />51.00
<br />C10
<br />540.00'
<br />5'53'05"
<br />55.46'
<br />C11
<br />25.00
<br />92 24 25r'
<br />40.32
<br />C12
<br />575.00'
<br />6'27'14"
<br />64.77'
<br />C13
<br />575.00'
<br />4'29'25"
<br />45.06'
<br />C14
<br />575.00'
<br />0'27'46"
<br />4.65'
<br />C15
<br />278.00'
<br />7'36'27"
<br />36.91'
<br />C16
<br />239.00'
<br />0'47'18"
<br />3.29'
<br />C17
<br />507.00'
<br />0'31'31"
<br />4.65'
<br />C18
<br />507.00'
<br />5'05'39"
<br />45.08'
<br />C19
<br />507.00'
<br />5'18'50"
<br />47.02'
<br />C20
<br />291.00'
<br />9'14'49"
<br />46.96'
<br />C21
<br />269.00'
<br />8'54'41
<br />41.84'
<br />C22
<br />291.00'
<br />10'51'59"
<br />55.19'
<br />C23
<br />291.00'
<br />7'50'46"
<br />39.85'
<br />C24
<br />291.00'
<br />18 42;45"
<br />95.04'
<br />C25
<br />269.00
<br />18 08 26
<br />85.17
<br />C26
<br />25.00'
<br />75'31'33"
<br />32.95'
<br />C27
<br />278.00'
<br />11'11'29"
<br />54.30'
<br />C28
<br />25.00'
<br />8416'02"
<br />36.77'
<br />C29
<br />243.00' 1
<br />0'49'57"
<br />3.53'
<br />173
<br />AG
<br />F 172
<br />DETAIL A
<br />NOT TO SCALE
<br />JOB NO. 1725-000
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N26'06'40"E
<br />7.12'
<br />L2
<br />N73'53'20"W
<br />20.21'
<br />L4
<br />N89'33'1 6"W
<br />11.01'
<br />L5
<br />N50'32'55"W
<br />4.00'
<br />L7
<br />N50'32'55"W
<br />11.29'
<br />FL8
<br />N89'33'1 6"W
<br />11.29'
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />DETAIL B
<br />NOT TO SCALE
<br />3' 1 T
<br />SEE SHEET 6 TRACT N0. 400'7
<br />308 270 SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />------------------------- TOWN & COUNTRY
<br />RFs L1 �' - - LANE 211,590 SFf o BEING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />F�GFooF` L=97.36 N50'32'55"W 406.71'(T) N RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />41.71' - - -45.00' - - - - SAN JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />N38'39'47"E(R) C16 CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />N C-2233'07" N o
<br />' o SAN RAMON (925) 866-0322
<br />� ; L2 L=94.07r Lo o SACRAMENTO ■ (916) 375-1877
<br />y1 Z o \ o o
<br />N w f' r g WWW.CBANDG.COM
<br />., 229 W 230 w 231 0
<br />0 �n �n CIVIL ENGINEERS SURVEYORS PLANNERS
<br />0 \ \ • � �0 4,760 SFt o 4,725 SFt N
<br />o '0 10,417 SFt
<br />N N SCALE: I"= 40' MAY 2021
<br />ro
<br />a, \\ 5, p�E Z Z N38'59'19"E(R) 40' 0' 20' 40' 80' 160'
<br />cp- o� N34'29'54"E(R) C14 1'
<br />N28'02 40 E(R)
<br />-40.35' - L
<br />L=114.48'
<br />p=11.2425 N50'32'55"W 335.35'(T)
<br />R=575.00 0; ELLIS TOWN
<br />1 0 k, LIP R=540.00'
<br />N17'18'27"E(R) ,� o "' 1i� 16'49'05" L=158.51' (M -M) �
<br />DRIVE
<br />�_ - N50'32'55"W 388.35'(M -M)
<br />o
<br />o 'C10 11W r'jl
<br />PARCEL F ° 6 N50'32'55"W 335.35'(T)
<br />/ /16� 16 X10' C5 N22'38'00"E(R) 1�1 R=507.00' A-10'56'00" L=96.75 i - - - -
<br />WLE �/ - -C18 - - - 40.35'-
<br />1.29 ACt °' � ��� / C17 w
<br />N15'51'45"E(R) o w I� N28'31'05"E(R) N33'49'55"E(R) N38'55'34"E(R)
<br />00 CD
<br />Lq
<br />5 215 w 214 w 213 w
<br />2'12
<br />s- / / �'01 �i G \ 6 399 SFt o 5,090 SFt o 5,130 SFt o
<br />5 r` r`
<br />\�p� AGF / / / ° D.�S i N9'24'24"E(R) 5' pUE''\\ o �14 C14 C14
<br />,•fir, b O
<br />°�,�216/ � \ �\ �`, 0.78'
<br />W
<br />„ mss- 7,082 SFf z \ ' "
<br />N2'01 42 E(R) � � \ � No Z N30'1216 E R W
<br />� � L_ - C20- - - -45.00' - - -45.00'- -
<br />' 217 jos N19'09'29"E(R) \ Z d m o N LANE 4 " CD
<br />P rn N50'32 55 W 410.78 (T) o W
<br />�'" 1 - 0 10,014 SFt N50'32'55"W 410.78'(T) N
<br />6,012 SFt N m �^ rn
<br />---
<br />`� \ C21-----45.78'-- --45.00'-
<br />/,'y, ���� vt�\ F N8'17 30 E(R) 218
<br />�g'� / �zQ3 4,724 SFt / iG0 G�5 i 1�G ✓ \ o o
<br />Nlb"' F 175 0 0
<br />�0��1 219 '°s, �°` / / \\ \ 7 606 SFf W 176 w
<br />'177
<br />. N°
<br />N18'35'10"E(R) 1 \ ;n ;r,
<br />0 4,500 SFf
<br />Lli
<br />• / P °° �� �` ' BOG \ \
<br />N31'50'38"E R)
<br />z z �
<br />174 5' p�E �\ r 2a=°o _ �
<br />5�n
<br />p0 11,302 SFt \ 2gI�� "1 c2 - - - - - - -45.00'- - -
<br />�h ' 8 C15 r N50'32'55"W 344.00'(T)
<br />cr r o
<br />N11'38'13"E(R) �/ N2o'53'38"E RI CN NEIL JEROME
<br />250.00
<br />Sts / _
<br />173 F '-o 11.29' 11.29' / � � o27" L=80.97' M -M i � N50'32'55"W 397.00'(M -M)
<br />°moo, 4,590 SFt / / G`L� °p , M-� , N DRIVE
<br />SPo-
<br />� A � � 86' L7 r N50'32 55 W 355.29'(T)
<br />G� �.ti5 �,•�9 ^,��„=153• ----- ------ --
<br />SEE SHEET 13
<br />JJr
<br />SEE SHEET 14
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />DISTANCES.
<br />T F CTRAM
<br />M-1
<br />DN
<br />PUE
<br />AC
<br />SF
<br />WLE
<br />EVAE
<br />0
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />EASEMENT LINE
<br />MONUMENT LINE
<br />CITY LIMIT LINE
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />REFERENCE NUMBER
<br />RECORD DATA AS NOTED
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT, AS NOTED
<br />FOUND MONUMENT, AS NOTED
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />SET REBAR AND CAP, LS 7960
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />DOCUMENT NUMBER
<br />PUBLIC UTILITY EASEMENT
<br />ACRES
<br />SQUARE FEET
<br />WATER LINE EASEMENT
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />SHEET 2
<br />SHEET 11 OF 21
<br />�3-Ilpq S
<br />
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