|
REFERENCES: NOTES
<br />° SEE SHEET 7
<br />SEE SHEET 3 FOR REFERENCES 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />6' ACCESS EASEMENT 2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />^ PER DN 2021-039163 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />\� DETAIL B PROJECTION. SIDEWALK
<br />ORNERSOAREOTOCBE REFERENCED WITHLINE
<br />A REBAR
<br />ION SIDE LOT
<br />2541 253 I �I N
<br />NOT TO SCALE AND CAP OR NAIL AND TAG.
<br />I C) I R=261.00' " 13 4 � 1
<br />0
<br />A=17'11'17" 44'12 'j1' 90 f 1
<br />N50'32'55"W 519.00'(T) o o N39'27'05"E(R) N61•, 45' Cl 5' PUE r 10
<br />LANE 1 M L=78.30 1-- L C
<br />o `. a 4� g PUE D r J 1. ►11r� r r D
<br />11,418 SFf N50'32'55"W 519.00'(T) N o rn C14� 2 v n R)
<br />11,418
<br />Lo
<br />_ u N 1 N59' R r ���1r� 11\1 D r R
<br />- - - - - - 64.00'- - � � I w p=13'21'23" - N26'05'42"E(R) Z v: f 103.76'
<br />fI I P L=60.84 o v, N 1 N9'58'03"E(R) o
<br />Lli 10
<br />t o z N I -v z s � o J N 8 PUE
<br />-- S P3N 252 S,
<br />o M m 251 �m 5,612 SFf
<br />X8 249 c 250
<br />6 1000
<br />5,332 SFf
<br />0 6,586 SFt I 6,812 SFt
<br />r--I� ,
<br />sN 5 PUEcn
<br />I I 5 PUE
<br />--D z I 28.00' _ 33_00' _ N35'54'50"E R =3'0227 p2�M�P �'
<br />------ I () p R=1000.00' `,127' o 0 5 PUE
<br />-n / \ p=3'02 27" _ _ _ L=51.21' A=14'03'05" L=245.24' 06'20 D=4'14'03" o" o_ /
<br />A L=51.21' p=1' i�
<br />j c L-4CP
<br />5.55' % , L_320.01' (M-M)� L, L=76.34'
<br />- - -•39.00'- 19'00 02 8 w
<br />o I'a� R=965.00' �_ T l o ��•o R=1033.00'
<br />f N50'32'55"W 469.00'(T)l 61 �o '� i T1RI Y �, 269.35 �% N21-08'51'E(R)
<br />to C) ELLIS 'TOWN 1J p_15'25, 57" 1�� C6 N C19 S C1
<br />Lo Lo M i rn
<br />LA
<br />N50'32 55 W i _ _ C5 �; / �=
<br />° 575.00'(M -M- 53.00' ° C4
<br />i o of
<br />I ii N36'18'32"E R _ N ` 6,058 SFt
<br />1' - - co
<br />"i o I M R=1033.00' A=9'25'07" L=169.8 C17 _ o 100 01,
<br />N50'32 55 W 469.00'(T) 06 G� ' - _ _ _ _ _ CrC'115
<br />- �; C10 N65,532.00- �'� C16 Lg � w
<br />w L7 v!
<br />\ _28.00'-= - 33_00' _ `S,o °� c
<br />m 2
<br />CD 5' PUE \ 6,110 SFt
<br />'19 6 W 195J I I 11 g/ o 103•
<br />l\ "w R� 76'
<br />N59'55'12 (
<br />W
<br />6.364 SFf 1 I �� v SEE DETAIL B
<br />o I t o v
<br />V1 '`Va
<br />cn j° �- 5' PUE
<br />N
<br />z 5' PUE--I 9' PUE
<br />ILp
<br />I I - = N 6,260 SFf
<br />Lp
<br />--�---o �-5' PUE Ir r-
<br />-57.00' - o --11' PUE i r I IN I N53'56'56"W(R) 101.11'
<br />LANE7V N5o•32'S5"W 519.00' T ocn
<br />() - uj � I �, PARCEL E
<br />11,418 SFt N50'32'55"W 519.00'(T) n o l o I J
<br />- - *Z w iI 286 ACt
<br />- - - -57.00' N
<br />e
<br />�
<br />4
<br />28_00' 28.00'
<br />_i 5,812
<br />SFt
<br />5PUE 5PUE
<br />O I ca
<br />CD
<br />C3 c0 'J-+ z i `" N50'32'S5"W 100 00'
<br />1 J 194 � � , I
<br />0 5,566 SFt
<br />N w I�
<br />I 28.00' I r-
<br />/ Lo
<br />.� L i
<br />---
<br />\32.00-
<br />C, of
<br />0
<br />N50'32'55"W 469.00'(T)
<br />L1
<br />I
<br />NEIL JEROME o
<br />L2
<br />N39'27'05"E
<br />ico
<br />N50'32'55"W 04
<br />`! V 575.00'(M
<br />°
<br />53.00'
<br />-M)
<br />DRIVE00
<br />15.50'
<br />N50'32'55"W 469.00'(T) i
<br />©l o
<br />---
<br />----�
<br />�'j Lo o
<br />Lo
<br />23.00'
<br />L6
<br />\
<br />_28.00'
<br />N
<br />o
<br />N31'18'45"E
<br />4.00'
<br />I
<br />N32'29'11 "E
<br />4.00'
<br />Icn
<br />I Z
<br />0
<br />JOB NO. 1725-000
<br />Li
<br />in
<br />CD
<br />CDI
<br />N
<br />I
<br />z
<br />L 8.5' PUE
<br />I�
<br />J
<br />I
<br />I-�- 5' PUE
<br />I
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N58'06'02"W
<br />21.35'
<br />L2
<br />N39'27'05"E
<br />63.61'
<br />L3
<br />N39'27'05"E
<br />15.50'
<br />L4
<br />N39'27'05"E
<br />10.98'
<br />L5
<br />N39'27'05"E
<br />23.00'
<br />L6
<br />N39'27'05"E
<br />15.50'
<br />L7
<br />N31'18'45"E
<br />4.00'
<br />L8
<br />N32'29'11 "E
<br />4.00'
<br />SEE SHEET 17
<br />IQ o 5
<br />5 PUE it o
<br />W "' 5,000 SFf
<br />7 I-- 5' PUE
<br />N50'32'55"W 100.00'
<br />c
<br />N
<br />NO
<br />r
<br />L
<br />cn
<br />o 6
<br />I
<br />M � �"
<br />o 5,000 SFt
<br />C2
<br />w CD w
<br />\
<br />40.81'
<br />Lo w ' Lo
<br />`I N50'32'55"W 100.00'
<br />86'51'27"
<br />N O 1 N
<br />Z N I 1 Z
<br />SEE DETAIL A
<br />0-)
<br />zn
<br />,
<br />` N
<br />MI
<br />z
<br />o /
<br />I
<br />C6
<br />o
<br />`;' 5,000 SFt
<br />2'52'17"
<br />50.12'
<br />f- - 5' PUE
<br />25.00'
<br />87'07'43"
<br />N50'32'55"W 100.00'
<br />C8
<br />I
<br />I
<br />I
<br />�
<br />c
<br />N
<br />;)
<br />w
<br />c)l 1 z1 l
<br />0
<br />6
<br />Ln
<br />0
<br />0
<br />J �1
<br />�8' PUE
<br />0 i N50'32'55"W
<br />N I 100.00'
<br />F 8' PUE
<br />I--- 5' PUE
<br />DETAIL A
<br />NOT TO SCALE
<br />TRACT N0. 4007
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TOWN & COUNTRY
<br />,EING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />AN JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />cbg SAN RAMON ■ (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />VWVW.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS m PLANNERS
<br />SCALE: V= 40' MAY 2021
<br />40' 0' 20' 40' 80' 160'
<br />0
<br />CURVE TABLE
<br />NO
<br />r
<br />L
<br />LENGTH
<br />Cl
<br />25.00'
<br />90'00'00"
<br />n'
<br />C2
<br />25.00'
<br />c� 70
<br />40.81'
<br />C3
<br />25.00'
<br />86'51'27"
<br />37.90'
<br />C4
<br />0-)
<br />L�
<br />,
<br />` N
<br />J �1 All
<br />3'32'15"
<br />;)
<br />w
<br />c)l 1 z1 l
<br />0
<br />6
<br />Ln
<br />0
<br />0
<br />J �1
<br />�8' PUE
<br />0 i N50'32'55"W
<br />N I 100.00'
<br />F 8' PUE
<br />I--- 5' PUE
<br />DETAIL A
<br />NOT TO SCALE
<br />TRACT N0. 4007
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TOWN & COUNTRY
<br />,EING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />AN JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />cbg SAN RAMON ■ (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />VWVW.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS m PLANNERS
<br />SCALE: V= 40' MAY 2021
<br />40' 0' 20' 40' 80' 160'
<br />0
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />25.00'
<br />90'00'00"
<br />39.27'
<br />C2
<br />25.00'
<br />93'32'15"
<br />40.81'
<br />C3
<br />25.00'
<br />86'51'27"
<br />37.90'
<br />C4
<br />1000.00'
<br />3'08'33"
<br />54.85'
<br />C5
<br />1000.00'
<br />3'32'15"
<br />61.74'
<br />C6
<br />1000.00'
<br />2'52'17"
<br />50.12'
<br />C7
<br />25.00'
<br />87'07'43"
<br />38.02;
<br />C8
<br />1000.00
<br />2 5217
<br />50.12
<br />C9
<br />25.00'
<br />87'07'43"
<br />38.02'
<br />C10
<br />528.00'
<br />0'05'25"
<br />0.83'
<br />C11
<br />528.00'
<br />5'58'16"
<br />55.02'
<br />C12
<br />528.00'
<br />5'58'16"
<br />55.02'
<br />C13
<br />528.00'
<br />3'24'01"
<br />31.34'
<br />C14
<br />261.00'
<br />3'49'54"
<br />17.45'
<br />C15
<br />1038.00'
<br />0'42'53"
<br />12.95'
<br />C16
<br />1038.00'
<br />3'49'22"
<br />69.25'
<br />C17
<br />1041.50'
<br />0'39'37"
<br />12.00'
<br />C18
<br />1038.00'
<br />2'12'27"
<br />39.99'
<br />C19
<br />1042.00'
<br />1'04'20"
<br />19.50'
<br />C20
<br />1038.00'
<br />0'54'27"
<br />16.44'
<br />C21
<br />536.00'
<br />0'48'04"
<br />7.49'
<br />C22 1
<br />536.00' 1
<br />0'51'21"
<br />8.01'
<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 CPS16 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 />LEGEND
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />- - - - - - - - -
<br />- EASEMENT LINE
<br />-
<br />MONUMENT LINE
<br />- -
<br />CITY LIMIT LINE
<br />--------------------
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />(#)
<br />REFERENCE NUMBER
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />(R)
<br />RADIAL
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />O
<br />FOUND STANDARD STREET MONUMENT, AS NOTED
<br />•
<br />FOUND MONUMENT, AS NOTED
<br />O
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />O
<br />SET REBAR AND CAP, LS 7960
<br />°
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />EVAE
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />O
<br />SHEET 2
<br />SHEET 8 OF 21
<br />400 1 & 9 cl
<br />
|