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�C4�1
<br /> LINE TABLE CURVE TABLE
<br /> NO BEARING LENGTH NO RADIUS DELTA LENGTH TRACT NO,,
<br /> 3 820
<br /> L15 N62028'1 5"W 16.30' C51 434.00' 2'58'40" 22.56' SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> ' " C52 9'44'13" 2.35' TRINITY LANE
<br /> L16 N1819 45 E 6.64 1.50 8
<br /> L17 N01*4635"E 28.30 C53 400.00 222'17" 16.56 CONSISTING OF 9 SHEETS
<br /> N �f J BEING A SUBDIVISION OF LOT 1 AS SHOWN ON THE MAP OF TRACT 3389
<br /> 6S•J8, h L18 N89'S2'S3"E 21.00' C54 400.00' 4'29'20" 31.33' WESTGATE- UNIT NO. 4, FILED IN BOOK 40 OF MAPS & PLATS, AT PAGE I
<br /> 3� AND LYING IN A PORTION OF THE WEST HALF OF SECTION 19,
<br /> w gp?3, L19 N68033'04"W 18.00' C55 400.00' 4'49'06" 33.63'
<br /> TOWNSHIP 2 SOUTH, RANGE S EAST, MDB&M
<br /> v L20 N65*18'37"W 17.00' C56 400.00' 4'59'08" 34.81' CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> e
<br /> 50 .� C57 2.00' 89.44'12" 3.13' Carlson Barbee & Gibson, Inc.
<br /> 2,200 SF WLE SEE ^ � , CIVIL ENGINEERS •SURVEYORS •PLANNERS
<br /> h6S.J83 DETAIL B �°�' �� N C58 433.50 0"21'43" 2.74 SAN RAMON,CALIFORNIA
<br /> PUE SEE n4, tr
<br /> ' ' "
<br /> �J DETAIL A % C59 15. 00' 69473418.27' ��-
<br /> s� ,"� ,cv 'w 17 �' SCALE. I —20 AUGUST 2014
<br /> 51 20' o' 10' 20' 40' 80'
<br /> N, 1,946 SF Z WLE SEE
<br /> N6S� , y ;,� DETAIL B GRAPHIC SCALE
<br /> 1
<br /> 6 .921' N /•'�� : � N6
<br /> N S•j83�„
<br /> ^� BASIS OF BEARINGS.
<br /> r r ^ WLE SEE PUE SEE 3.
<br /> J J ; 52 DETAIL B / DETAIL A THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BEARING N9'21'26"W
<br /> 2,153 SF 7 79' ?p 18 0 (CALCULATED) BETWEEN CITY OF TRACY CONTROL MONUMENTS GPS-02 AND GPS-09
<br /> / ??.p , W OF THE CITY OF TRACY MODIFIED GRID SYSTEM AS SHOWN ON RECORD OF SURVEY
<br /> L18 I,,\ \p 2,097 SF (30 SURVEYS 18).
<br /> L101.4 N6S•J .
<br /> JS S'p ``� v, ,� `\� moo• 83�hW ^� ,N J-1
<br /> (/F �300�
<br /> 1
<br /> W
<br /> 57
<br /> 2
<br /> W G5 v N67 40,54 W(R) 19
<br /> N68'29'16"W R / 3.54' 4 PUE 20 LEGEND
<br /> ( ) v 2,241 SF 2, 1
<br /> w FA R r L AWLE SEE N6 w I SUBDIVISION BOUNDARY LINE
<br /> 94p =
<br /> Conti,/ DETAIL B p0"�, o� cl- ( U-1 RIGHT OF WAY LINE
<br /> i� O- 4,6LO
<br /> v 9 N I > LOT LINE
<br /> r o / LJ L
<br /> J !� "444 ^`�' PUE SEE I 5, 5' I — —— —— —— —— — EASEMENT LINE
<br /> DETAIL A 20 _
<br /> 2,222 SF f CENTERLINE
<br /> 22 00'.� MONUMENT UNE
<br /> N�20
<br /> Q1D14
<br /> DETAIL A
<br /> ABUTTERS RIGHTS RELIQUISHED
<br /> 74,6p(Zt) 58 RADIAL
<br /> ,
<br /> -� o �� � TYPICAL 5PUBLIC (T> TOTAL
<br /> 4, �JJ
<br /> N
<br /> �l �' EA EMENT
<br /> CO- _'; 21 � {, � UTILITY S (M—ML) MONUMENT TO MONUMENT LINE
<br /> Q N76 59 20 W(R)
<br /> ac 2,254 SF �� NOT TO SCALE (M-M) MONUMENT TO MONUMENT
<br /> N��, (M-PL) MONUMENT TO PROPERTY LINE
<br /> - '"'
<br /> :1*1N WLE SEE 04,21„w �4.34 _ -� U FOUND STANDARD STREET MONUMENT
<br /> I o
<br /> °? It DETAIL B rn
<br /> N81'38'09"W(R) o ,� a oo Q LS 8164
<br /> � � Q SET STANDARD STREET MONUMENT,
<br /> r o v �� {%� 0 SET 5/8" REBAR AND CAP, LS 8164
<br /> 6 J 22
<br /> 18,pp' C57
<br /> PUE SEE EVAE EMERGENCY VEHICLE ACCESS EASEMENT
<br /> N81•38,09,, ti DETAIL A 2,324 SF N,
<br /> W N81'53'57"W(R) `r 09 U, PUE PUBLIC UTILITY EASEMENT
<br /> 22.00' `y WLE WATER LINE EASEMENT
<br /> — N8215'40" ( )
<br /> W R N83'48'09"W 7fi.14'(LL�
<br /> �, --� (LL) LOT LINE
<br /> PUE
<br /> OVERLAND �`' I N81-58'28-W(R) 5
<br /> 8158 28"W(R) 2.5, 2.5 •
<br /> LANE N12'28'06"W(R) J uFE�NCES.
<br /> NBo
<br /> I �w
<br /> N89'52'53"E w N89'52'53"E '
<br /> 0 (#) INDICATES REFERENCE NUMBER
<br /> 23' TRACT NO. 3389 (40 M&P 1)
<br /> 120.00'(M-M) _0 27.02'(M-PL) '�"
<br /> DETAIL B
<br /> PA C r I N J z (2) TRACT NO. 3261 (38 M&P 10)
<br /> RI
<br /> ( moi TYPICAL YWLE (3) TRACT NO. 2883 (35 M&P 64)
<br /> C) M NOT TO SCALE (4) RECORD OF SURVEY (36 RS 118)
<br /> L p( � (5) RECORD OF SURVEY (30 RS 18)
<br /> CD rn
<br /> Z
<br /> SEE SHEET 9
<br /> 2238-010 SHEET 8 OF 9
<br />
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