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1-�P u° - <br /> 1 <br /> RAMCHAN A'1\1J rYR.ACT NO , 3764 <br /> PARCEL C <br /> is <br /> �)�� J�r� 8 SEE DETAIL A SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br /> J SEE DETAIL N ! SHEET 18 <br /> _ _ _ 90.22' 100.00'N89'39'29"W 2613.35'(BOUNDARY)(T) THIS SHEET - I CITY OF TRACY COUNTY OF SAN JOAQUIN FLUS PHASE 1A <br /> 95.30' <br /> - ' BEING A SUBDIVISION OF PARCELS A'B C AND D OF THAT CERTAIN PARCEL <br /> ' <br /> - MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195, SAN JOAQUIN <br /> N89`39'29"W COUNTY RECORDS, LYING WITHING SECTION 6,TOWNSHIP 3 SOUTH, <br /> 0 45co 00 RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN <br /> w W 6,012 SFt I w � l2A CITY <br /> Car[SOnTRACY, <br /> �arkJe@J1N COUNTY,8c �71bS011CALIFORNIA <br /> Pa <br /> o 0 50 i ry 4951 ' 5' PUE---j <br /> a <br /> rn 6,984 SFt ^ 12,008 SFt 04 � !� (� CIVIL ENGINEERS •PLANNERS <br /> Z: N ^� oo N89'36'57"W I z { i� - I n o w M SAN RAMO(d,CALIFORNIA <br /> z 100.00' .� 45 0 o C� w o <br /> N19'11'00"WR i � AUGUST _015C224 <br /> N20'41'52"E(R) o a I SOS \ z z <br /> -C173- _ �^ti�R1 C 44 CD �\ 40' 0' 20' 40' 80' 160' <br /> \ phi 6,000 SFt <br /> AUGUSTA AVENUE �`'>A `j6� 1�ti�o GRAPHIC SCALE <br /> I I <br /> DETAIL N { <br /> '> o N89'36'57"W 1 I - <br /> o NW 211.05'(M-M) o \\ M 100.00' <br /> 63.53' I N I i NOT TO SCALE BASIS OF BEARINGS: <br /> of \ 48 <br /> M w <br /> C) ^ o o z I THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF <br /> 7,271 SF.t o 0 43 o N �-=� <br /> o TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF <br /> n c z 6,000 SFi o Ln J o i �r�f\J(`r I TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF <br /> N74'44'S7"W R z Lj <br /> n o TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED <br /> \ r I I `'' a I Q I SEE SHEET I C) CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC <br /> N89 36'57"W N8936'57"VJ I o d I CURVE TABLE WORKS DEPARTMENTS, WAS USED AS THE BASIS CF BEARINGS FOR <br /> I 38.50' C177 C176 94.34' 100.00' I N J o I 00 THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND <br /> oo _� I NO RADIUS DELTA LENGTH DISTANCES. <br /> - I N68'34'35"W(R) <br /> ---- I _ 4� o o �� o w � o I C157 25.00' 7710'53" 33.6$' i <br /> w ILl ------ �5' PUE o a z LEGEND <br /> 5,948 SFt o 6,000 SFfi Aa i C158 500.00' 41 L4'08" 361.30' (M-M) <br /> z I BOUNDARYLINE <br /> I " 00 <br /> 4 C159 500.00' 5'56'34" 51.86' -- - SECTION LINE <br /> <!� Cl! o <br /> C/IW I a° I N8936'57"W N89'36'57"W I I LOT LINE/RICHT-OF-WAY LINE <br /> w W I C160 500.00' 0 52'33' 60.00' (M-M) <br /> w ' I 100.00' 100.00' o <br /> EASEMENT LINE <br /> o o LPI C162 467.00' 1'35'12" 12.93' � ® - - - - - - - - CENTERLINE <br /> I - <br /> C, M N �j <br /> C, H o I oo w I 35.00' C164 356.00' 1°35'12° 9.86'M Is CITY LIMIT LINE <br /> 46 0 4 I 30.00'o = 6,934 SFt 0 6,804 SFt ------ C165 35.00' 90'00'00" 54.98' ___________ _______ TIE LINE <br /> 5' PUE--I _28.00' I rn az / z RESTRICTED ACCESS <br /> C166 535.00' 0'42'06" 6.55'38.50' \ i 5 0 � - --- - (#) REFERENCE NUMBER <br /> -___--_-- 1 C169 25.00' 90'42'06" 39.58' <br /> 1_- _ - - G o <br /> 1 I n c6 68.14''- -- - '65.00', 1 0 l o z N89'36'ST W 819.27(7) <br /> Ln s o I (123.45') RECORD DATA AS NOTED <br /> ,! N8936'57"W 133.14' i o i i o 0o C172 25.00' 90'02'32" 39.29' <br /> i G1h n - oI o o (T) TOTAL <br /> C166 00 <br /> UO ELLIS TOWN DRIVE C173 70.00' 43'27'33" 53.10' R RADIAL <br /> oI 7 <br /> N12°26'04"'N(R) NO6'29'30"W R i "' "�' i N89 30 q�'W 969.'LT W ( ) <br /> o` _ 0 98.14' M-M) _ 0 65.00'- _70.00' i (CENTERLINE-SECTION LINE), n C174 70.00' 38'48'41" 47.42' (M-M) MONUMENT TO MONUMENT <br /> C159 - 0 6160 N89°36'57"W 198.14' -1 ,1 63.00' 63.00 939.2T(CENTERLINE TO PROPERTY LINE)-V <br /> I � C175 70.00' 42'09'49" 51.51' (M-PL) MONUMENT TO PROPERTY LINE <br /> I o (MONUMENT-CENTERLINE) 01 100.00'(MONUMENT o1 1019.27'(M-M) <br /> C15$ R=467.00' i o Mi <br /> -CENTERLINE) W C176 70.00' 6'10'22" 7.54' 00 FOUND STANDARD STREET MONUMENT <br /> L_393.50'(T) I N893v'57"W 135.14' o o �� ® FOUND MONUMENT AS NOTED <br /> w N`48°l6 41'- _ C162 -'45.14- -I- -1- -55.00'- 35.00'- - \ �6 °�° I C177 50.00 21'02'22" 18.36' <br /> _ _ - C I N89'38'57°W $76.27(7) ® MONUMENT SEARCHED FOR, NOT FOUND <br /> oCl- ' - \ S I o`' - 85.00' - Ct 18 70.00' 132'0717" 161.42' O SET STANDARD STREET MONUMENT, LS 8164 <br /> a SEE DETAIL B a \ v� / - ---- - <br /> 15 I^�I 14 � THIS SHEET U ,I 28.00' ! _ � C224 70.00' 1'30'52" 1.85' O SET REBAR AND CAP, LS 8164 <br /> 1 ------ PM PARCEL MAP <br /> 1 1 C� 5' PUE -I ___-- to <br /> ►i CD <br /> 8 tit 3: 0 15 0 0 14 0 13 I 28.00 I 1Z n L' tS7 It % DN DOCUMENT NUMBER <br /> J o 5 PUE h LE LANDSCAPE EASEMENT <br /> ' 6,276 SFt N - 6,105 SFt o 7,507 SFt Vim✓ I- z o 8,737 SFt 0 <br /> z b r� o f v o Lt JJ7 PUE PUBLIC UTILITY EASEMENT <br /> z CD o <br /> DETAIL A z SEE DETAIL A �° o Q N z rn n %` i AC ACREAGE <br /> w ,a N89'36'57"W .120.00' <br /> NOT TO SCALE �h C164 THIS <br /> SHEET ( , Q o M "' Ll SF SQUARE FEET <br /> o a Z w l w- � , rf1 LINE TABLE T �r <br /> 45.14' - 55.00' 70.00' I M N o I LLl t� -� REFERENCES: <br /> Z o M o �� �_l J7 NO BEARING LENGTH <br /> rN89'k57"W I I N89' 6'57 W N89°36'57"W o 'W I o z N <br /> CD z a 1 o CL�_ }- L23 N45'23'03"E 28.28' (#) INDICATES REFERENCE NUMBER <br /> 8' 8' J 4� ELLIS LANE 1 v z I z 0 (1) PARCEL MAP (25 PM 33) <br /> w w 1�T®TLi�J o 7 L24 N50'32'42"W 31.54' (2) PARCEL MAP (15 PM 168) <br /> o = iV (3) PARCEL MAP (6 PM 184) <br /> 15 <br /> 14 1n 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED (4) PARCEL MAP (6 PM 193) <br /> 0 2. SEE SHEET 2 FOR ADDITIONAL NOTES. SEE SHEET 16 (5) RECORD OF SURVEY (36 SURVEYS 118) <br /> 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG (6) TRACT 2829 (34 M&P 75) <br /> AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS (7) RECORD OF SURVEY (30 SURVEYS 18) <br /> DETAIL B ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS (8) PARCEL MAP (25 PM 195), CERTIFICATE <br /> OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL OF CORRECTION (2014-113066) <br /> NOT TO SCALE NON-FRONTAGE CORNERS AND ANGLE POINTS. <br /> 1725-000 SHEET _17 OF 20 <br />