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TRACTNO , 3764
<br /> SEE DETAIL c �����r�Y��v� �, NCCSUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> SHEET 3 ` 11 \\A - � LiLLlS PHASE 1A
<br /> Rr1M( HA1\1D1�1I SEE DETAIL D
<br /> Ii I COUNTY OF SAN JOAQUIN N89'39'29'W 2613.35'(BOUNDARY)(T) THIS SHEET BEING A SUBDIVISION OF PARCELS A, B,C, AND D OF THAT CERTAIN PARCEL
<br /> 96.34' CITY OF TRACY 92.�2s 60.00 60.00' 60.73'
<br /> � MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195;SAN JOAQUIN
<br /> ELLIS LANE 2
<br /> COUNTY RECORDS,LYING WITHING SECTION 6,TOWNSHIP 3 SOUTH,
<br /> \ RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br /> CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> W W W \ \ Carlson, Barbee & Gibson, Inc.
<br /> lL} o 73 p N 72 0 71 � 0 7® \ \ CIVIL ENGINEERS SURVEYORS %PLANNERS
<br /> �. 6,889 SFt o ° o 7,097 SFt \ 2 \ SAN RAMON,CALIFORNIA
<br /> 9,891 SFt z 5,985 SFt o .- 6,000 SFt o \ rn o V \
<br /> z zo, r „
<br /> y SEE DETAIL A w N67-42'30"E(R) I o.y�� rn� \ J J �� N SCALE: 1 40 AUGUST 2015
<br /> s3i , THIS SHEET a
<br /> S C5 N14°30'16"W R / o,
<br /> Ni9'32'44"E R / oa \ 40' 0' 20' 40' 80' 160'
<br /> o 6 I 3/oj, J �� C _ 12 i �� �o so. �\ \
<br /> � - \
<br /> 161.83' C4_ - -43.55'-- - -60.00'--- - - - N2935'42"W R
<br /> z G1 r L' C13 i N89'39'32"W 110.43' 1 C3 = o� s, \
<br /> N�lt°34'16'E(R) io �i R-250.00/ \ f� ` \ GRAPHIC SCALE
<br /> 75 �1 io oI �I
<br /> SU�VIMIT STREET �i R=25p'0�p621M M o��- d °'oo, BASIS OF BEARINGS;
<br /> ih' 24.32' i N o l'
<br /> P2 I 8,072 SFt ` f \ r r
<br /> 4 I � , / i o N89'39'32"W 134.75'(M-M) b i C79 op, or, f� rJ � THE LINE BEARING NOO'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br /> N89 2514"W(R) '( v�/ i � N8939'32"W 134.75' �� R=278.00' 6'20°00121 19�0� - �' sem'\?9�9� � \� TRACY MODTRACY I
<br /> FIED IED GRIDOL USYSTEM, CALCULATED MENTS GPS09 AND PFROM THS16 OF EN CITY OF E CITY F
<br /> TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> Z N89'3932 W �� ?� o
<br /> G` - 46.16-- - -- 62.17'- - 25.02' - - N19-39'53"W(R) `� s y, CONSULTANTS GROUP INC ON FILE WITH THE CITY OF TRACY PUBLIC
<br /> ts7 I 91.86' I / - - 1.40' ?o o qy 6� WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br /> C� ' N54'0TO6'E R p ;
<br /> 1 ' N69'06'49"E R o _28.00'_ It N62'30'00"E R 2 a 61°15'57"E(R) 121 \ apo 1'�� CURVE TABLE DISTANCES. DISTANCES SHOWN ARE GROUND
<br /> w `L �� O \ THIS MAP, SHOWN HEREON.
<br /> C�) o 76 \ W mss° ���. 8,624.SFt \\cA�.(\ oo \ NO RADIUS DELTA LENGTH
<br /> ti 0 5,811 SFt C10 o sus 4`� '? `9� O i �>. LEGEND
<br /> I o I I ------ 119 0 0 120 0, s� o� ��^�, 9s s�, C1 25.00' 90'00'00" 39.27'
<br /> L° I 16.26' 28.00' 0 6,9$2 SFt o 0 9,326 SFt �s gry6 p0 %j ?8� j8-. BOUNDARY LINE
<br /> N89'39'32"W z r a o' '� o A> r�i. /! C2 25.00' 97'47'14" 42.67'
<br /> -} m s�1 SECTION LINE
<br /> J7 i 100.00' U W g `I d 12`15'44" L=120.81' �� 90 122 C24 S??8���p C3 222.00' 14'50'44" 57.52' LOT LINE/RIGHT-OF-WAY LINE
<br /> U I 9• �1 > ° - --- -- -- --- c
<br /> I I I Vis, 6,522 SFt ,�) ? • EASEMENT LINE
<br /> o � � � � ' 8�l C4 50.00' 19'12'16" 16.76'
<br /> 0`' o I 77 00 � ay �''� I N89-39'3'2"W 71.16, N89'39'32"W 129.55' `20 � �� o J� � J - CENTERLINE
<br /> N o 1 6,000 SFt w (� N o `, ti p° Q C5 50.00' 2'01'32" 1.77'
<br /> w I I W o I 77.64' 78.01' 45,06' 98i�� �° h - CITY LIMIT LINE
<br /> o ' 1 I o �.� o 'I ?� 123 •,,.. C6 T0.00' 43'15'59" .52.86' ------_ __.__-------- TIE`LINE
<br /> z N89'39'32"W o .� z I N50'14'16'E R c/Gi 6,088 SFt rte „;,,,,,,,i,.
<br /> z o I W .-•�-5' PUE C7 70.00' 31'34'16" 38.57' RESTRICTED ACCESS
<br /> 100.00'
<br /> I I o s'6 �Y C25 ��OOopo C8 70.00' 36'09'15" 44.17' (#) REFERENCE NUMBER
<br /> 5 PUE-'I 11 tg w o 1 17 N45°26'11°E(R) S�� C{
<br /> o o - �' I -dam- 7,047 SFt b- c�� ` �'>• s `�/I C9 70.00' 21'2757" 26.23' (123.45') RECORD DATA AS NOTED
<br /> o 178 0 - w C„`� I 7,244 SFt o =`� o - ,,p . ? f
<br /> 6,000 SFt CD
<br /> o I v 1 1 ��> PSB ?B, (T) NOTAL
<br /> C) = z <y�� C10 50.00' 21°13'39" 18.52' (R) RADIAL
<br /> I o I Zm) s 8,845 SFt �'
<br /> �? , C11 278.00' 4"29'18" 21.78'
<br /> N89'39'32"W 28.00 \ - - ^ �� ��? ��� (M-M) MONUMENT TO MONUMENT
<br /> I 100.00' I Cj\� -� r tirv' ^� C ?d(� Fe9� Cit 432.50' 8'13'21" 62.07 (M-PL) MONUMENT TO PROPERTY LINE
<br /> o
<br /> I Li it C15. - 1 115
<br /> C13 50.00' 21'13'48" 18.53' O FOUND STANDARD STREET MONUMENT
<br /> I
<br /> 79 I of R_p7g0p, 7,365 SFt �\ C14 278.00' 12'17'41" 59.65' FOUND MONUMENT AS NOTED
<br /> - 16' PIPELINE EASEMENT I 75.97'(M-M) �i �� 4 47,4ss� COY ® MONUMENT SEARCHED FOR, NOT FOUND
<br /> IN FAVOR OF UNITED I - - - R=25o N� 4' h� o� C15 278.00' 11'24'45" 55.37'
<br /> N89'39'32"W ---_00 ��r, �Z2 �o 0o U SET STANDARD STREET MONUMENT, LS 8164
<br /> u I 1551
<br /> STATES
<br /> OR0530AMERICA
<br /> 8E PER 41.455411 r �2,6g, c,Q ,I /f C16 564.50' 4'48'05' 47.31' O SET REBAR AND CAP, LS 8164
<br /> �� ABANDONED OR �'V/Bll 1 1
<br /> 1 RELOCATED BY SEPARATE .?.2�, �� C17 278.00' 12'23'24" 60.12' PM PARCEL.MAP
<br /> SEE SHEET 6 ��, C76
<br /> 0-) INSTRUMENT \�yjj C18 564.50' 3.19'49" 32.81' ON DOCUMENT NUMBER
<br /> LLl N89'39'29"W ` o LE LANDSCAPE EASEMENT
<br /> C19 25.00' 73'46'59" 32.19'
<br /> N73-18-38'E(R)N75-55'51"E(R)
<br /> PUE PUBLIC UTILITY EASEMENT
<br /> G73 C20 432.50' 4'41'02" 35.35'
<br /> c AC ACREAGE
<br /> - m
<br /> _
<br /> E1115 ,
<br /> 1�
<br /> C21 53.00' 90°00'00' 83.25' SF SQUARE FEETry4.
<br /> _ NOTES 70lon � c^ vn -
<br /> C22 432.50' 6'58'06" 52.60'
<br /> L, F �/ LANE 2
<br /> \r REFERENCES.
<br /> L) 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED � � �� J' s•
<br /> 2. SEE SHEET 2 FOR ADDITIONAL NOTES. °G LINE TABLE C23 542.50' 6'58'06" 65.98'
<br /> F (#) INDICATES REFERENCE NUMBER
<br /> 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG ' 1�
<br /> AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS NO BEARING LENGTH C24 432.50' 0'21 36' 2.72' (1) PARCEL MAP (25 PM 33)
<br /> ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS Y (2) PARCEL MAP (15 PM 168)
<br /> OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL � C- Lt N89'39'32"W 22.97' C25 542.50' 0'"21'36" 3.41' (3) PARCEL MAP (6 PM 184)
<br /> NON-FRONTAGE CORNERS AND ANGLE POINTS. (4) PARCEL MAP (6 PM 193)
<br /> L2 N$9'39'32"W 6.88' C76 278.00' 1.10'46 5.72'
<br /> O
<br /> � U 11
<br /> 8)
<br /> 5 RECORD OF SURVEY 36 SURVEYS 1
<br /> DETAIL D DETAIL A ( )
<br /> (6) TRACT 2829 (34 M&P 75)
<br /> ., (7) RECORD OF SURVEY (30 SURVEYS.18)
<br /> NOT TO SCALE NOT TO SCALE (8) PARCEL MAP (25 PM 195), CERTIFICATE
<br /> 1725 000 OF CORRECTION (2014-113066) SHEET 5 OF 20
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