|
T R(^TRNTI
<br />BOUNDARY LINE
<br />•
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />O
<br />- - - - - - - - -
<br />- EASEMENT LINE
<br />- -
<br />MONUMENT LINE
<br />- -
<br />CITY LIMIT LINE
<br />--------------------
<br />TIE LINE
<br />DOCUMENT NUMBER
<br />RESTRICTED ACCESS
<br />PUBLIC UTILITY EASEMENT
<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 />300.00'
<br />STANDARD STREET MONUMENT, LS 7960 SET PEF
<br />35.55'
<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 />WILE
<br />WATER LINE EASEMENT
<br />EVAE
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />272.00'
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />O
<br />SHEET 2
<br />CURVE TABLE
<br />N57'31'17"W 532.22_
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />- 7.00 8.50' r 1
<br />300.00'
<br />6'47'25"
<br />35.55'
<br />-� U, w rn
<br />25.00'
<br />75'29'08"
<br />32.94'
<br />r*' c r
<br />DETAIL A �' w
<br />300.00'
<br />7'43'27"
<br />SHE ET 13
<br />NOT TO SCALE
<br />120
<br />1 1 .�
<br />SEE
<br />121
<br />272.00'
<br />13'49'00"
<br />65.59'
<br />1 2 J
<br />272.00'
<br />N57'31'17"W
<br />'141,N57'3117W
<br />'125
<br />N57'3117W
<br />50.00'
<br />50.00'
<br />1 26
<br />N57'31'17"W 50.00'
<br />t,157 -31'17"W50.00'
<br />328.00'
<br />7'20'31"
<br />110.25'
<br />50.00
<br />z
<br />z
<br />N
<br />z
<br />N
<br />�
<br />N57'31'17"W
<br />NO2'21'59"E 34.01'
<br />W
<br />z N �
<br />N 104
<br />105
<br />106
<br />ctrn
<br />5,000 SFt
<br />16.77'
<br />0 w
<br />rl
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />300.00'
<br />6'47'25"
<br />35.55'
<br />C2
<br />25.00'
<br />75'29'08"
<br />32.94'
<br />C3
<br />300.00'
<br />7'43'27"
<br />40.44'
<br />C4
<br />272.00'
<br />16'30'56"
<br />78.40'
<br />C5
<br />272.00'
<br />13'49'00"
<br />65.59'
<br />C6
<br />272.00'
<br />0'36'37"
<br />2.90'
<br />C7
<br />328.00'
<br />10'17'40"
<br />58.93'
<br />C8
<br />328.00'
<br />7'20'31"
<br />42.03'
<br />C9
<br />50.00'
<br />23'33'23"
<br />20.56'
<br />C10
<br />70.00'
<br />13'43'24"
<br />16.77'
<br />1 "1 6
<br />N57
<br />50.00
<br />z
<br />w
<br />N
<br />107
<br />5,000 SFf
<br />0
<br />SEE SKEET 14
<br />1 1 ��
<br />N57
<br />50.00
<br />z
<br />w
<br />N
<br />108
<br />5,000 SFt
<br />0
<br />0
<br />0
<br />'M -M)
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C11
<br />70.00'
<br />35'16'03"
<br />43.09'
<br />C12
<br />70.00'
<br />29'28'09"
<br />36.00'
<br />C13
<br />70.00'
<br />42'04'26"
<br />51.40'
<br />C14
<br />70.00'
<br />10'28'25"
<br />12.80'
<br />C15
<br />50.00'
<br />23'33'23"
<br />20.56'
<br />C16
<br />53.00'
<br />83'53'41"
<br />77.60'
<br />C17
<br />25.00'
<br />83'53'41"
<br />36.61'
<br />C18
<br />272.00'
<br />1'12'30"
<br />5.74'
<br />C19
<br />79.50'
<br />6'29'11"
<br />9.00'
<br />C20
<br />79.50'
<br />6'29'11"
<br />9.00'
<br />'116
<br />N57'3
<br />50.00
<br />z
<br />CA
<br />N
<br />rO
<br />CCL
<br />109
<br />W
<br />`�' 5,000 SFf
<br />0
<br />0
<br />•o
<br />0
<br />11
<br />N49'28'42"W
<br />43.28'
<br />7.15'
<br />z
<br />C-4
<br />N
<br />110
<br />C-
<br />-r1' 4,870 SFf
<br />0
<br />'o
<br />0
<br />(M -MI
<br />3- lb q R
<br />TRACT N0. 4007
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TOWN & COUNTRY
<br />BEING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />ORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />�QUIN 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 />ECbgl SAN RAMON ■ (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />WWW.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS PLANNERS
<br />SCALE: V= 40' MAY 2021
<br />40' 0' 20' 40' 80' 160'
<br />GRAPHIC SCALE
<br />° SEE SHEET 15
<br />„
<br />N49'28'42"yy N57'31'17 W i ^ �,
<br />W o I N51'24'58"W 96.00'
<br />50.50' 68.72 I o M
<br />N49'28'42"W I "
<br />� N74'58 21 W(R)
<br />Z
<br />U-4
<br />6.28' o N w 46
<br />o I
<br />N 112 M �j-28.00',
<br />111 A I z �+ 00 o cr 1 5,175 SFt
<br />CA rn 5,948 SI I � ,�
<br />'T' 4,521 SFt z a' N64'29'56"W(R)
<br />--°
<br />00
<br />�' 0 28.00' N51'24'58"W 87.82'
<br />i (.0 OCL/ 1 I--- 5' PUE
<br />-4327'-� �'� CD
<br />Ki
<br />J J 101
<br />N
<br />102
<br />41:103 5,000 SFf o o ' - -
<br />`°' �' 5, 000 SFf o o - - - - 50.00
<br />; N
<br />C ,
<br />i ��
<br />47
<br />CIL
<br />r�
<br />m o - 50.00
<br />5,000 SFf o v, o o - -50.00'- - -
<br />oo
<br />Ii o
<br />11 (--L
<br />i ,� \
<br />���� I
<br />8,173 SFt
<br />5,000 SFt
<br />o 0o v Cl - -50.00' -
<br />��
<br />6,875 SFt
<br />gh' `s6' R'
<br />�j o�
<br />o
<br />CD
<br />o rrn - - 5000 -" - -_
<br />--50-0 0 -
<br />- °
<br />29.08
<br />k
<br />SEE DETAIL B
<br />• 0��
<br />- - 50 00' _ - 561.30 _ -
<br />•oo
<br />2 \ O ' N57 3 - - 190
<br />I CD
<br />06A \ ��'� N25'08'12"E R - - 50.00 - EES DETAIL A i� p0 �/ 2?2530'•
<br />z 100 25.84' () - _50.00' - - ` -50.00 - - „ - M_ _` - - - R.1 (RJ
<br />°F \ - -18.03' N57'31 17"W
<br />-- 7 W_61.30'(M-) C9
<br />\ 5,560 SFf "ER . -CB- - - SEE DETAIL C 50.00'- - C10X835•
<br />06, �, K. �� " _100.96 I' , - - --� -
<br />3r, >�, N14 1- ,11 L �� - - , --50.00 =-L / 14.00 N42'18'42"E(R) 2
<br />'� 3$ TREET _ -50.00 - -
<br />° �J / \ \ _ Tapp, D,11' �� 07 31'17"W 532.22 0' - - - -50.00' - - N56'02'06"E(R) o�
<br />_ w w ��-'-
<br />R%�2 ° SEE DETAIL A 55'0 w ": ,9, p
<br />- g'(M-M N �- _ - - 55.00'�Z �/ z N � OC F 48
<br />'yo ti �, \V o, `,132 i o _ -55.00 - ? N � w 50 w
<br />�� / - -55.00--- z ti 51 s
<br />50�0�� ���1� �\� D�`Z5 �34'l�l ' -50.00'- - v, ? N �jD w 52 rn 5 250 SFf 5,112 SFt 49 8 653 SFf
<br />sr \.� 5 ,16 3 -48.22 - Qo 53 ' o rn , �-
<br />���'y0p5" 1-� " L,152.65 - - z c N w 54 r`',_, m 5,250 SFt o cr '0 6,526 SFt
<br />N �1/ ° F'S�p°� �--to 3 �''C, " C6 w CA
<br />N oNo- 56 w 55 rn 5,250 SFt 5,250 SFf o o
<br />N18'03 06 E(R) z N ao 57 w rn 5,775 SFt o o
<br />W /,L�1.� N QD 58 C s rn 5,775 SFt o o , (QTY TRACY
<br />W o �� tQ w 5,775 SFf - o 50.00 JOXQUfIN
<br />59
<br />N_ _
<br />o w m 5,775 SFt CD o 50.00 CpUNTY OF S
<br />���o. N7'07'05"E(R) 61 � 60 �' 5,250 SFt o C) C) 0 50.00 50.00
<br />W -'- 5,309 SFf cr o
<br />N1'3210 E(R) r' 5 Cl CD 0 55.00 5p-00 t157 -31'17"W 1563.20 (T
<br />800 SFt cr
<br />N A/ 22'
<br />2 ? 55.00 E- N D -� �r „W
<br />� r� r � 532•
<br />C18 0 62 `°w 55.00 D E �J r r� �� N57'31 17 - -
<br />o' 5,979 SFt 55.00 REFERENCES: � J ,rN . _ , , � 1
<br />��cli
<br />17.35' 50.00' 50.00 SEE SHEET 3 FOR REFERENCES � ,� J � /�f �j � 7,75 7.75 0 �
<br />�0 Z
<br />47'78 NOTES BASIS OF BEARINGS: m � -0m
<br />FOUND PIN IN CONCRETE 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF m �;
<br />18" DOWN (4)(5)(7) 2. SEE SHEET 2 FOR ADDITIONAL NOTES. TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br />N89'41'17"W 437.80'(T) 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF o
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED 54 0 53
<br />SET IN THE SIDEWALK, 1 FROM LOT CORNER ON SIDE LOT LINE CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />FOUND PIN IN AND CAP OR NAIL AND TAG. THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND DETAIL C
<br />JOB NO. 1725-000 CONCRETE(4)(5)(6)(7) DISTANCES.
<br />NOT TO SCALE
<br />90.42'
<br />60.77'
<br />i
<br />l5 pt/"
<br />put
<br />O 0,
<br />ASF
<br />SAGS 48
<br />0
<br />CD
<br />Lri
<br />Ln
<br />W
<br />CV
<br />0
<br />r7
<br />z
<br />% 2
<br />Ai 1
<br />40
<br />01
<br />P
<br />w BE
<br />cV
<br />0
<br />Lo
<br />M
<br />00
<br />z
<br />47
<br />DETAIL B
<br />NOT TO SCALE
<br />SHEET 19 OF 21
<br />Lil 40
<br />
|