|
TRACT NO , 3764
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 9 � �9R J �� EL,LISPHASE lA
<br /> 103 o�qo q0 � ���� BEING A SUBDIVISION OF PARCELS A,B,C,AND D OF THAT CERTAIN PARCEL
<br /> 104 �� sp �iJ COUNTY RECORDS, LYING W[THING SECTION 6 TOWNSHIP 3 SOU
<br /> MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195 SAN JOAQUIN
<br /> 5,866 SFt J4 \ MOUNT DIABLO BASE AND MERIDIAN SOUTH,
<br /> RANGE 5 EAST,
<br /> CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> O
<br /> r �'� Carlson, Barbee & Gibson, Inc,
<br /> �" J 105 S' CIVIL ENGINEERS *SURVEYORS •PLANNERS
<br /> J Oq � g�SS 5,500 SFf �h� // SAN RAPJON,CALIFORNIA
<br /> hhgo� /o �/ / SCALE: I"= 40' AUGUST 2015
<br /> p' ,�, / r 3 oo J
<br /> 40 U 20 40 80 160,
<br /> THIS
<br /> ESHEET —` ,h'/ q�S1 hh�q 1ppS�B N
<br /> 1O6 � � / �� GRAPHIC SCALE
<br /> eLR3 SSS 5,500 SF± i / 134 t�,�T
<br /> 5,800 SFt
<br /> p BASIS OF BEARINGS:
<br /> ocJ 107 S, /h ,ham /01s��8" rO THE LINE BEARING N00'13'39""N (CALCULATED) BETWEEN THE CITY OF
<br /> ho�ti�� 2Q� 5,500 SFt AGF / �S° / pp" k h��o TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br /> \�y TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br /> h�oo ippSSSp' ' / / // 5 800 5Ft p r �� TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> pp. qo �1 o ti J-r CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br /> h 1� qq GAS• ham. ��S WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br /> /h O� hb SS, ,� T�
<br /> 1O8 / / ��' / pop ��jy o ��o DSITANCES•SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br /> 1RjS 5,500 SFt O h�0 153 // i i�
<br /> Jpo pOSB� 00 �F �hh AoV o// GA> 5,800 SFt qp 6,380 SFt // - LEGEND
<br /> ///
<br /> J� ,pppp��� s`��8,, �/ -- 80UNDARY LINE
<br /> SECTION LINE
<br /> STHNAIIS SM EEB ^ h� 6,3852
<br /> /NIX / �h� / // LOT LINE/RIGHT-OF-WAY LINE
<br /> s, o° N /_ / — — — — — — — — EASEMENT LINE
<br /> 137 CENTERLINE
<br /> 105 AGF �j f �TB> 5,800 SFt o / �,DOS�B� // // — — CIiY LIMIT LINE
<br /> / p. /y q
<br /> GF � d / 138 0ISI --------------------- TIE LINE
<br /> 1 / hh / � 5,800 SFt ASS 6,380 SFr SRESTRICTED ACCESS
<br /> 06
<br /> REFERENCE NUMBER
<br /> lV 1j0 S8
<br /> oo Op, !y / / (123.45') RECORD DATA AS NOTED
<br /> GF > j op, w ho• ��, od -� y
<br /> 139 C� 150 hw ��,� / (T) TOTAL
<br /> / 51 800 SFty oq 6,380 SFt b-o (R) RADIAL
<br /> (M-M) MONUMENT TO MONUMENT
<br /> ih /O S� „ GJ ti b �!p SSS., / per, < �1 /
<br /> DETAIL A 0 S MONUMENT TO PROPERTY LINE
<br /> p, �q �� 1� , O X00 �O^> �� gOti
<br /> h 149 h 0 FOUND STANDARD STREET MONUMENT
<br /> NOT TO SCALE 140 0 6,380 SFt // ' ��� �Q / ��� //. FOUND MONUMENT AS NOTED
<br /> 5,800 SFS q `O
<br /> 1Q, � ���. / aq �� % 0 MONUMENT SEARCHED FOR, NOT FOUND
<br /> S SS' / �' / / �J CURVE TABLE
<br /> /Op SJS„ ��Op `�S> / � / \ '�� O SET STANDARD STREET MONUMENT, LS 8164
<br /> op, !y qo o qo- / L NO RADIUS I DELTA LENGTH
<br /> JAt 1hb 14g h� / / <l(� C,,�T� O SET REBAR AND CAP, LS 8164
<br /> / S / \ Y
<br /> C1 25.00' 90'00'00" 39.27'
<br /> qo 61380 SFt / / C� PM PARCEL MAP
<br /> ON DOCUMENT NUMBER
<br /> Jy �Jpj�S„ SS / LE LANDSCAPE EASEMENT
<br /> ,p, 136 Op, i� / /
<br /> ,o � oq / PUE PUBLIC UTILITY EASEMENT
<br /> G� ^ 14 I /h� /�\ AC ACREAGE
<br /> 6,380 SFt SF SQUARE FEET
<br /> F
<br /> 137 �/ s�� /, , // NOTES REFERENCES:
<br /> /y[ j ��� / ,/ 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED (#) INDICATES REFERENCE NUMBER
<br /> 2. SEE SHEET 2 FOR ADDITIONAL NOTES. (1) PARCEL MAP (25 PM 33)
<br /> 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG (2) PARCEL MAP (15 PM 168)
<br /> AT DETAIL B i// TS
<br /> ALONGETOP OF THE FRONTR , ON LOT OF THE LOTS LINEPROJECTIONS,
<br /> RADIALLOYNAT RETURNS, UNLESS (3) PARCEL MAP (6 PM 184)
<br /> OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL (4) PARCEL MAP (6 PM 193)
<br /> NOT TO SCALE y/ NON-FRONTAGE CORNERS AND ANGLE POINTS. (5) RECORD OF SURVEY (36 SURVEYS 118)
<br /> (7) RECORD OF SURVEYU (34 (30SURVEYS 18)
<br /> / (8) PARCEL MAP (25 PM 195), CERTIFICATE
<br /> 1725-000 /
<br /> OF CORRECTION (2014-1i3066) .SHEET 9 OF 20
<br /> 1 •
<br />
|