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R=223' N57056 38"WLR)
<br /> =18* 7'00~ C_— — — \ �TpC,Q SSF0 A PARCEL 2 �� PROPOSED PRIVATE ACCESS
<br /> C `AqR� I' �F0��q SEE SHEET 3 �`�/ EASEMENT
<br /> TOFOR BE APPURTENANT
<br /> TO
<br /> N49 15 40"W�R) N39°05,38"W(R� �CF�0 B'F ��c h/ ) E�
<br /> '`�` S F ti q TO PARCEL 4
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<br /> N4¢°S p?, R=277' �Y rFiy�
<br /> pS'p h A=10°10'02"
<br /> L=49.15' 4,58° �8 ^Cl
<br /> �S9° '0• 5 "'4s� VC �"� 6T 6
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<br /> PARCEL 1 ^ \ =09°41,08" 2 d\ �6 , ¢ ° R-465 O N
<br /> N \ L=45.98 p. 4 ,p°s NOTES.
<br /> SEE SHEET 3 <v r� �"og \`N59°02'33 W�R� ?9S�'S+ �" + 5 PUBLIC UTILITY EASEMENT
<br /> " ' - 4; �� 1) SEE SHEET 2 FOR REFERENCE TABLE.
<br /> ,ti• 4.24, ^ _ _ _ = Da pp ap' �cr�= dt BASIS OF BEARINGS.
<br /> hoo •o `2 5 R=535 L 5 �3 5� r'- 2) ALL DISTANCES AND DIMENSIONS SHOWN
<br /> o ,"'�• 72-2'q� 9156"E N6�2 IN FEET AND DECIMALS THEREOF.
<br /> N61°01'58"W "8 W ' �R) o
<br /> 54.03' 30.6E E
<br /> 6�2�35 PARCEL 4
<br /> N66°zoo s, Z SEE SHEET 5
<br /> s°
<br /> O 50 100 200
<br /> SCALE:1"=100'
<br /> 't° PARCEL 3 PERRY 1 , 1\1 , E96027045
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<br /> (32.031 AC.) w N=
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<br /> F- s��\ \ �,5�p9, 60' W.S.I.D, EASEMENT per (U)
<br /> Ld
<br /> �55
<br /> _ tiS 1
<br /> C/L TELEPHONE EASEMENT -
<br /> �S p Y� (SEE NOTE #3 ON SHEET 2)9' 46
<br /> 6 00 15
<br /> Ld
<br /> En 4`SSt� 1�' O• \�S� 2
<br /> '� ` N6 2'66' EXISTING TOE OF SLOPE ���
<br /> ���•p PER FIELD SURVEY
<br /> ty y �sIG'N �i 20, 2 , RESERVED RIGHT-OF-WAY FOR ALL EXISTING
<br /> PARCEL 'C! \ / •C,D —J�'��i� ` N'��°54• 4 DITCHES FOR W.S.I.D. per (V), WIDTH NOT
<br /> 24 R.S. 127 DEFINABLE PER DEED DESCRIPTION
<br /> _ `n[ - 5 ��� g /
<br /> s ��,�
<br /> I.N. 88)094641 C` 04 N�-3°�3 PARCEL MAP
<br /> FD. 1-1/4' I.P. OPEN 0.9' BELOW SURFACE 96`e /
<br /> w/TAG ATT'D 'RCE NO. 14901" per (i) N�p•4 `NAY ` �>>3 ` � �.N,�196.�8. ��' ,/ BEING ALL THAT CERTAIN PARCEL OF LAND CONVEYED
<br /> S7°54'32"E 0.09' �0'' N?2°4S.o90�per '`3 w / TO JOSEPH E. AND PATRICIA I. PERRY AS RECORDED ON
<br /> sILVA V 55?30 ^\ ,/ MAY 8, 1990, INSTRUMENT NO. 90004542, AND AS
<br /> 4030 O.R. 247
<br /> PARCEL B' FD. 1-1/4 I.P. OPEN 0.8 BELOW SURFACE ` g'L , / RECORDED ON APRIL 21, 1986, INSTRUMENT No. 86027045,
<br /> w/TAG ATT'D RCE No. 14901 per I O, I.P. AT CORNER �>>52,;19• / OFFICIAL RECORDS OF SAN JOAOUIN COUNTY, SITUATED IN
<br /> �S
<br /> J THE NORTH HALF AND SOUTHWEST 1/4 OF SECTION 31,
<br /> LEGEND 26 R.S. 86
<br /> Per( /
<br /> SNF [1-1/4' I.P. per (I)] 30.77' / ' TOWNSHIP 2 SOUTH, RANGE 5 EAST, M.D.B. & M.,
<br /> FOUND SECTION CORNER AS DESCRIBED EXTERIOR BOUNDARY LINES T.-M TOTAL DISTANCE MEASURED DATA &J.C.R. SAN JOAQUIN COUNTY RECORDS LYING WITHIN THE
<br /> • FOUND MONUMENT, AS DESCRIBED ADJACENT BOUNDARY LINES R.S. RECORD OF SURVEY, S.J.C.R. SNF SEARCHED, NOTHING FOUND CITY OF TRACY, COUNTY OF SAN J OAQ U I N,
<br /> f FOUND RR SPIKE OR NAIL, AS DESCRIBED - - SECTION LINES M•&'• MAPS AND PLATS, S.J.C.R. CA CENTERUNE
<br /> 0
<br /> PARCEL UNE P.M. PARCEL MAP, S.J.C.R. ANGLE POINT
<br /> STATE OF CALIFORNIA FOUND STANDARD CITY OF TRACY MONUMENT I.N. INSTRUMENT NUMBER, S.J.C.R.
<br /> AS DESCRIBED NTS NOT TO SCALE
<br /> STREET do RAILROAD CENTERLINE O.R. OFFICIAL RECORD, S.J.CA MACKU & SOMPS
<br /> SET 3/4' IRON PIPE, 18' LONG, TAGGED
<br /> L.S. 5859 GPS TO GPS LINE (R) RADIAL BEARING P MAL
<br /> ENGINEERING - LAND PLANNING - LANCA 25SURVEYING
<br /> EXiS11NG ROW [N(N)] RECORD DATA do REFERENCE
<br /> O CITY OF TRACY GPS MONUMENT PER (J) JUNE, 1998
<br /> - - - - - EASEMENT UNE, AS NOTED
<br /> SHEET 4 OF 5 16248-0
<br /> D.D. SHEET 53D 6-15-1998 fc( F:\16248\cccd\pm-4
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