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SEE SHEET $ TRACT NO , 3764 g I SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 7 I o r-za.ao' 1 l I
<br /> ELLIS PHASE 1A
<br /> N89'39 32"W
<br /> 100.00' N \ 5' PUE--1
<br /> - - - _ I BEING A SUBDIVISION OF PARCELS A,B,C,AND D OF THAT CERTAIN PARCEL
<br /> 1 N o c� L4 - - 8 I J MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195, SAN JOAQUIN
<br /> 79 -o o ' o R=278.0 p I4 COUNTY RECORDS, LYING WITHING SECTION 6,TOWNSHIP 3 SOUTH,
<br /> LO
<br /> SFt n z I N89`39'32"w 75.97'(M-M) 4,4 \ RANGE 5 EAST,MOUNT DIABLO BASE AND MERIDIAN
<br /> 10' PUE--J CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 6 Carlson, free & Gibson, Inc.
<br /> I o ]T�'
<br /> N$9'39'32"W ® i �� 47 4s54� �` �0? 4 \' �{�� 82 L ' I CIVIL ENGINEERS •SURVEYORS +PLA.NNERS
<br /> 100.00' I o L31822 \.� �7� 5' PUE- SAN RAMON,CALIFORNIA
<br /> u' N
<br /> I
<br /> 80 I I 0/ C33_ 4 Q�4 R�2? Cr?r j SCALE: I"= 40' AUGUST 2015
<br /> t \
<br /> I
<br /> 6,000 SFt ---- SEE DETAIL B,+�
<br /> I � THIS SHEET \� � ~ C3g` �� � V�Ui \\ 40' 0' 20' 40' 80' 160'
<br /> DETAIL A
<br /> 5' PUE--1 I 5' PUE 682- po ' \ \\ NOT TO SCALE
<br /> N89'39'32"W I \\ ��;' \ J
<br /> n GRAPHIC SCALE
<br /> 100.00' v 2! 99 o \ ' \ CURVE TABLE
<br /> U 1 0 9,448 SFt 7 Cr
<br /> -1 1 81 S�, \ NO RADIUS DELTA LENGTH BASIS OF BEARINGS:
<br /> o I 6,000 SF± d W 1n 1 100 9.28' \S r�� y \ '' THE'LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br /> o I JF SD ?A9 \ ,� Ct 25.00' 90'00'00' 39.27 TRACY CONTROL MONUMENTS UPS09 AND GPS16 OF THE CITY OF
<br /> r 1 _ 8,637 SFt , Q 0 \ Y� �, \
<br /> J� I SEE DETAIL A I �' C26 25.00` 96'49'56" 42.25' TRACY MODIFIED GRID SYSTEM CALCULATED FROM THE CITY OF
<br /> Lr 1 LS) o I y� \\ by ��/
<br /> THIS SHEET I SN -1 w I N89'39'32'W N oo p 'S fh TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> j Cil N89'39'32"W IJ z` W 83.25' ssr3 ,�`�' �po� ` �S„ t,Y \ C27 58.00' 29'03'56" 29.42' CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br /> o� E-+ o I J? \ �'Aj, \ WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br /> j 100.00' Pi W z i 14.84' 98 sass 5,Oa SFS R�` \S�?R?8(� S 3�� \\ DISTANCES: DISTANCES SHOWN ARE GROUND
<br /> CD IY S g, \ S� C28 58.00 443752 45.18' THIS MAP, SHOWN HEREON. DIS
<br /> -00
<br /> i I o ^ro ? 0� ?y C29 58.00 45'09'45" 45.72
<br /> I
<br /> o I fi,08200 SFt z l ^ 98 ��R0UpO0 \ \ �A�B��\ C30 58.00' 46°00'23" 46.57' LEGEND
<br /> o 1 I I SS \ �J BOUNDARY LINE
<br /> 7,750 SFt I IC SS C31 58.00' 28°4756° 29.15'
<br /> �v R \
<br /> R I 5' PUE--I 1 N SSS o 5,500 SFt 4 ��" - - - SECTION LINE
<br /> N8939'32°W I 1 �ryti \\ o C33 222.00' 16'0741" 62.49'
<br /> I 100.00' ______ I 97 ® cryo 000 r® ®- - ® - - - _ LOT LINE/RIGHT-OF-WAY LINE
<br /> r I I 28,00' I jo , �0 \ C34 222.00' 25'38'13" 99.33' EASEMENT LINE
<br /> QJ 9,138 SFt 6 103 \
<br /> $3 -C31 5,500 SFt 0 - CENTERLINE
<br /> N I 6,366 SFt a i G E�R� 1810 �Q R4 CITY LIMIT LINE
<br /> ------ f
<br /> 0o co to / 28.00' o i `��\ x1851 >�5, oto`ti .f J/�, LINE TABLE --------------------- ` TIE LINE
<br /> z
<br /> 1 / 00 I �O• N6 �8" S �0 RESTRICTED ACCESS
<br /> _L L _ O `� 96 S NO BEARING LENGTH
<br /> N89'39'32"W- - C :o " io
<br /> o� REFERENCE NUMBER
<br /> 75.00' m \ ? L3 N89'39'32"W 22.97'
<br /> i" -24.00' (123.45') RECORD DATA AS NOTED
<br /> II 96 L4 N89'39'32"W 22.97'
<br /> N89°39'32'W 1128.00'(M-PL) _ o N89'39'32"W o� ,n, "
<br /> 105 (T) TOTAL
<br /> KINGSBURG CURT 53.00' 62.87'(M-M) �? 13,463 SFt 0 �C> (R) RADIAL
<br /> I 24.00' of w _ q / (M-M) MONUMENT TO MONUMENT
<br /> N89'39'32"W ice-'-
<br /> of 4- � CD Ci `✓�
<br /> -75A0'- o ('Coh� / H663jz h OOP J J � (M-PL) MONUMENT TO PROPERTY LINE
<br /> SEE DETAIL E I w \\ 28.00' z i �4�'/ 4 W(R� 11 ��� ` �"?� CO) FOUND STANDARD STREET MONUMENT
<br /> THIS SHEET I ° I ------ ( /p • FOUND MONUMENT AS NOTED
<br /> o I 84 "' I I ,r. . - -C27„ - a LGAr ® MONUMENT SEARCHED FOR, NOT FOUND
<br /> I 6,916 SFt Q+ V ��rrVG O SET STANDARD STREET MONUMENT, LS 8164
<br /> 5' PUE--� 28.00 �� 95 �R° 107 A V i r6E O SET REBAR AND CAP, LS 8164
<br /> 1
<br /> N89'39'32"W 100.00' I v U v I-- 5' PUE I&� 9,068 SFt 7 QJ� PM PARCEL MAP
<br /> I °N m I Ro�L I �U DN DOCUMENT NUMBER
<br /> 1 N LE LANDSCAPE EASEMENT
<br /> CD 85 Q w W w h 7,952 94SFt 1 J f 10 83 PUE PUBLIC UTILITY EASEMENT
<br /> 0
<br /> C5
<br /> 1 6,000 SFS o o Z o r _ r 99 Q AC ACREAGE
<br /> N SN N
<br /> I I z z W z I ��'���5 Io� w 24.00' SF SQUARE FEET
<br /> N89'39'32"W 100.00 I i ��� N o KINGSBURG
<br /> N89'39'32"W 100.00' REFERENCES:
<br /> 1 109 CD �
<br /> I 16' PIPELINE EASEMENT IN z 24.00' COURT
<br /> FAVOR OF UNITED STATES - DE TATE B (#) INDICATES REFERENCE NUMBER
<br /> J NOTES
<br /> 1' ACCESS I (1) PARCEL MAP (25 PM 33)
<br /> AMERICA PER 1551 OR 530 o iV NOT TO SCALE RESERVE STRIP (2) PARCEL MAP (15 PM 168) -
<br /> TO BE ABANDONED OR (3) PARCEL MAP (6 PM 184)
<br /> RELOCATED BY SEPARATE 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED 84 4 PARCEL MAP (6 PM 193)
<br /> INSTRUMENT SEE SHEET 7 2. SEE SHEET 2 FOR ADDITIONAL NOTES. ( )
<br /> 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG (5) RECORD OF SURVEY (36 SURVEYS 118)
<br /> AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS DETAIL. E (6) TRACT 2829 (34 M&P 75)
<br /> ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS (7) RECORD OF SURVEY (30,SURVEYS 18)
<br /> OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL NOT TO SCALE (8) PARCEL MAP (25 PM 195), CERTIFICATE
<br /> NON-FRONTAGE CORNERS AND ANGLE POINTS. OF CORRECTION (2014-113066)
<br /> .1725-000
<br /> SHEET 6 OF 20
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