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R.tl-\M r H A 1\1 D A j\1 I TRACT NO , 3764 PARCEL r SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA 15 Fm 168 ELLIS PHASE IA _COUNTY OF SAN JOAQUIN N$9'39'29'W 2613.35'(BOUNDARY)(T) REFERENCES: 4 91.95 77.24' CITY OF TRACY 66.62' 60.00' 60.00' BEING A SUBDIVISION OF PARCELS A,B, C,AND D OF THAT CERTAIN PARCEL 1yti MAP RECORDED 1N BOOK 25 OF PARCEL MAPS,AT PAGE 195,SAN JOAQUIN (#) INDICATES REFERENCE NUMBER hyo ��o LLL9.69' z COUNTY RECORDS, LYING WITIJING SECTION 6,TOWNSHIP 3 SOUTH, (1) PARCEL MAP (25 PM 33) ' 55 54 o 53 52 sj 51 ` jJ RANGE 5 EAST,MOUNT DIABLO BASE AND MERIDIAN (2) PARCEL MAP (15 PM 168) �r'd 8,803 SFt 0 7,109 SFt 6,285 SFt o 0 6,000 SFt o 0 5,974 SFt o o N CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA (3) PARCEL MAP (6 PM 184) 9 r' o o o rn (4) PARCEL MAP (6 PM 193) �0i L - z z z 7� J Carlson, Barbee & Gibson, Inc. (5) RECORD OF SURVEY (36 SURVEYS 118) �� 56 ��" � arn. ��' N20'41'52"W(RC224) N19'11'00"W(R) f cimL ENGINEERSsaN gar�ora�SURVEYORS CALIFORNIA(6) TRACT 2829 (34 M&P 75) 8,377 SF± (7) RECORD OF SURVEY (30 SURVEYS 18) _ SCALE: 1" = 50' AUGUST 2015 (8) PARCEL MAP (25 PM 195), CERTIFICATE y C218-33.64'- - - 60.00'- - 40.31= - OF CORRECTION 2014-113066 s'' s, b` ' � Q02.3T of N89'39'29"W 133.95' of 4 ( ) 2 L" of o. `7 \ C204 0 'G2 2p 59' 9;i o;1 C217 �2• 50 0 25 50 100 200 L� D,35. (M-M) � N89'39'29"W 211.05'(M-M) R _77.10, Oi \ N35.00'28'W(R) ` �i L 185.09' _ - r o g28� 52059'- of of 63.53' \ 5 - �' N89'39'29'W 14152' � \ � GRAPHIC SCALE J_ o - - - - - - J W BASIS OF BEARINGS. Z) I ---- THE LINE BEARING N00°13'39"W (CALCULATED) BETWEEN THE CITY OF ° I 38.50' -� ; N68'34'35"W(R) W TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF I W v TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF C h� TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED �yV r l oq� of / / 5' PUE--I 28,00' �f CONSULTANTS GROUP INC ON FILE WITH THE CITY OF TRACY PUBLIC GJ 59 > \,''D / N35'00'28"'E(R) I N I WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR / I THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND w DISTANCES. 60 , o, o i LEGEND / d ��'.h� // I o o of / qlb I o Q, o o BOUNDARY LINE / �'' �; oo PARCEL A z z Z /16 ------ 28.00' -_-_ o - - - - -- SECTION LINE 2.85 ACt I 28.00' 1 0 / x' 4' / ' - 38_5_0' �� LOT LINE/RIGHT-OF-WAY LINE `:80 N12'26'04°W(R) / 7f) cysr - - - - - - - - - - EASEMENT LINE � o / moo. 600 /� 4oti C91 i g - - - CENTERLINE � 1 J / o�L ti��1 SAG i d- i CITY LIMIT LINE 9701 \ //�h�0 h�o%�� oo?// F / � C90�_ o C93 o-- TIE LINE op ooh R // �86� i o RESTRICTED ACCESS 0o S6„ 5h; C1 \o / pc�� / / / \ 56 �M'M N06'29'30"W(R) �7y X50 ' (#) REFERENCE NUMBER g - - - \?600' (123.45') RECORD DATA AS NOTED o. oo �O , �o. o� BOG Doo L,39 (T) TOTAL \\ AS000 yo 51� 1® 0000 D/�815 rti 1 ) J (R) RADIAL \ o 128 1 n o / \s� \ 72 / N6�OG 1 7 (M-M) MONUMENT TO MONUMENT /(2_ SAG // �� ) �� (M-PL) MONUMENT TO PROPERTY LINE OFOUND STANDARD STREET MONUMENT 0 Cl o00 i FOUND MONUMENT AS NOTED yQ> �Q>s \ / / 1 9S� 0 MONUMENT SEARCHED FOR NOT FOUND \.00 i i/ SAG CO SET STANDARD STREET MONUMENT, LS 8164 O SET REBAR AND CAP, LS 8164 1 J Iyj, MOO800, \ 'O0. J CURVE TABLE CURVE TABLE PM PARCEL MAP NO RADIUS DELTA LENGTH NO RADIUS DELTA LENGTH DN DOCUMENT NUMBER � ca h�o J � b�./// C1 25.00' 90'00'00" 39.27' C218 328.00' 4'24'26" 25.23' LE LANDSCAPE EASEMENT PUE PUBLIC UTILITY EASEMENT `;O tiV / l C90 500.00' 5'56'34" 51.86' C219 328.00' 10'02'07" 57.45' Ct ��" p� / AC ACREAGE C91 535.00' 0'42'06" 6.55' C220 328.00' 9'10'21" 52.51SF SQUARE FEET \S6o, C92 25.00' 77'10'53" 33.68' C221 328.00' 9'31'32" 54.53' r r 0 0 ( C93 500.00' 6'52'33° 60.00' (M-M) C222 25.00' 90'02'32" 39.29' NOTES I / \ C94 25.00' 90'42'06" 39.58' C224 70.00' 1'30'52" 1.85' 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED 2. SEE SHEET 2 FOR ADDITIONAL NOTES. 0204 328.00' 2'12'33" 12.65' C225 50.00' 21'02'22" 18.36' 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS IR C217 50.00' 21'02'2.3" 18.36' ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS fig' !F �0, Ct Sj �9u mss, OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL NON-FRONTAGE CORNERS AND ANGLE POINTS. 1725-000 0 / SHEET 13 OF 20