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TRACT NO , 3764 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY; CALIFORNIA <br /> ELLIS PHASE 1A <br /> BEING A SUBDIVISION OF PARCELS A, B, C, AND D OF THAT CERTAIN PARCEL <br /> MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195, SAN JOAQUIN <br /> COUNTY RECORDS LYING WIIHING SECTION 6,TOWNSHIP 3 SOUTH, <br /> RANGE 5 EAST,MOUNT DIABI.O BASE AND MERIDIAN <br /> SEE SHEEN` 6 95 CITY of TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br /> ° Carlson, Barbee & Gibson, Inc. <br /> 1 9/1 CIVIL ENGINEERS •SURVEYORS *PLANNERS <br /> J � I I h J a SAN RAMON,CALIFORNIA <br /> N89'39'32"w I j ti�° tiA�s� SCALE: I" 40' AUGUST 2015 <br /> 1 y <br /> J7 21 I 100.00' 5' PUE---1 N I I N89'39'32"W 100.00' th popp LINE TABLE 40' 0' 20' 40' 80' 160' <br /> J7 cn I <br /> LLI o i o �-5' PUE o /// �1tA NO BEARING LENGTH <br /> C I 86 � W o t� <br /> 6,000 SFt i oo Q n 93 s/�G / �� L5 N89'39'32 W 6.86' GRAPHIC SCALE <br /> (17 I w I 5,500 SFt 109 F C BEARINGS: <br /> i I N o I I 11,651 SFt �j/ L6 N89'39'32"W 6.86' BASIS OF <br /> N89'39'32'W I a oW i^_ N89'39'32"W <br /> 0 h- 100.00' z I 100.00' / / / L7 N89'39'32"W 6.86' (M-PL) THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF <br /> C ) I I `N / / TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF <br /> I 87 0 y // �1 / / TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF <br /> o (� w o c� \� �1 TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED <br /> 0 6,000 SFt o r o o / , <br /> o I o I Co `n 92 r w �' �' // CONSULTANT GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC <br /> I SEE DETAIL A z n 5,500 SFt WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR <br /> THIS SHEET /'� 2 0o I oN / oL 7� \ / CURVE TABLE THIS MAP, SHOWN HER-ON. DISTANCES SHOWN ARE GROUND <br /> W z I N89'39'32"W o / �� ���` ��� / DISTANCES. <br /> N89'39'32"W I 1 100.00' z / �� .00H y� // NO RADIUS DELTA LENGTH <br /> 1 100.00' <br /> o �L� / Gj� C36 278.00' 3'49'55' 18.58' LEGEND <br /> I I "co -c'�o �`\� / •� <br /> 00 ( / / C37 278.00' 12'35'13" 61.07' <br /> BOUNDARY LINE <br /> I 88 5' PUE--1 ' 922.33 / � C38 278.00' 5'38'45" 27.39' SECTION LINE28.0028.009,0SFt1 ° - I /I J / J6.004 SFt LOT UNE RIG <br /> HT-OF-WAY LINE <br /> A 25.00' 8555'06" 37. 9' <br /> L I N89'39'32"'N N A / / - - - ---- --- EASEMENT LINE <br /> L F 1 100.62' I o o 1 // 2p� // C40 25.00' 77'06'59' 33.65' - CENTERLINE <br /> Zl <br /> L �� o N86'30'33"E(R) C41 25.00' 87'33'03" 3 .20' <br /> '1 ' ' ( ) <br /> CITY LIMIT LINE iJ <br /> Z g� �p�. . ' ' ' " . ' TIE LINE5PUE--1 <br /> � ) m I 6,291 SFt 1, o \ _ / ��h° /� +J C43 1480.00' 2'09'04" 55.57' RESTRICTED ACCESS <br /> r' I \ �' Cog foo // 87 C44 25.00' 124'02'37" 54.12' U) REFERENCE NUMBER <br /> L) nC I N89°39'32"W o. o° O /• ��� V /j <br /> (123.45') RECORD DATA AS NOTEDN C45 222.00' 12'02'25" 46.65' <br /> 111.34' D <br /> (T) TOTAL <br /> N73°55 20"E(R) •o �, rn, �^� bpd po p� / 10' PUE---1 C46 250.00' 5°43'47" 25.00' <br /> o I rn_ a �, w , 7��' � S / L (R) RADIAL <br /> C, I 9� N68'16'35'E(R} \ so J ° `�\ e� // 8 C47 250.00' 18'00'37" 78.58' (M-M) (M-M) MONUMENT 70 MONUMENT <br /> z N I 8,552 SFt , o / <br /> �� � I 1 �6 00� �/ 5' PUE-SII C202 250.00' 12'12'28" 53.27' (M-PL) MONUMENT TO PROPERTY LINE <br /> N25'48'19"W R GC����� <br /> C203 250.00' 10'30'23' 45.84' O FOUND STANDARD STREET MONUMENT <br /> ° c DETAIL A <br /> GL�O G1��' \ \ • FOUND MONUMENT AS NOTED <br /> NOT TO SCALE <br /> + - N 260$A1„ > MONUMENT SEARCHED FOR, NOT FOUND <br /> CD I R=230.00' Ml \�oo N2T30'24"W(R)\� O SET STANDARD STREET MONUMENT, LS 8164 <br /> ,16 C40 90 O SET REBAR AND CAP, LS 8164 <br /> _ t' „5' ��� L5 REFERENCES: - <br /> ° R=250.00 15512 PM PARCEL MAP <br /> o I " � R=230.00' (#) INDICATES REFERENCE NUMBER <br /> o I 52 ��J DN DOCUMENT NUMBER <br /> 21'50 C� w 20.00' (1) PARCEL MAP (25 PM 33) <br /> y I R=278.00' N= f�V <br /> J J V 00 R=25_0.00' T jOt ` (2) PARCEL MAP (15 PM 168) LE LANDSCAPE EASEMENT <br /> _ - V V (3) PARCEL MAP (6 PM 184) <br /> 1 60 o i A ai 4 PARCEL MAP (6 PM 193) PUE PUBLIC UTILITY EASEMENT <br /> SEE DETAIL F 1 J J V (5) <br /> THIS SHEET �t r z 1 28.00' A�]L i`� O RECORD OF SURVEY (36 SURVEYS 118) AC ACREAGE <br /> W 16' PIPELINE EASEMENT IN 1' ACCESS Imo- (6) TRACT 2829 (34 M&P 75) SF SQUARE FEET <br /> FAVOR OF Zq <br /> AMERICA PER 1OR530 UNITE STATES <br /> F RESERVE STRIP L6 R=278.00' (8) PAROCEL RD MAPM <br /> OF S(25 P (195) CERTIFICATE <br /> r-� TO BE ABANDONED OR ELLIS OF CORRECTION (2014-113066) NOTES <br /> RELOCATED BY SEPARATE <br /> INSTRUMENT LANE 4 L ' ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br /> 2. SEE SHEET 2 FOR ADDIIIONAL NOTES. <br /> 3. AL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG <br /> AT TOP OF , ANGLE <br /> DETAIL F ALONGEE T FRO TUOF THE LOTSON LOT �ANDPROJECTIONSRADIALLY AT RETURNS,INTS UNLESS <br /> NOT TO SCALE OTHERWISE NOTED, ANDA REBAR AND CAP SHALL BE SET AT ALL <br /> NON-FRONTAGE CORNERS AND ANGLE POINTS. <br /> 1725-000 SHEET 7 OF 20 <br />