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�J <br /> I <br /> TRACT N0. 2663 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> NOTARY STATEMENT- <br /> STATE OF -- S.S. <br /> COUNTY OF ^ S� � RANCHy <br /> ON 1997 BEFORE ME,LJ O Q F t F <br /> NOTARY PUBU , PERSONALLY APPEARED <br /> _ Q6 <br /> IAKE__E GRi FF ,�1 • <br /> PERSONALLY KNOWN TO ME <br /> PROVED TO ME ON THE BAS/S OF SATISFACTORY EVIDENCE <br /> TO BE THE PERSON(&) WHOSE NAME-(_q) IS/ARF SUBSCRIBED TO THE WITHIN INSTRUMENT, BEING ASUED/VISION OF PARCEL SIX, AS <br /> AND ACKNOWLEDGED TO ME THAT HE/SIEIW` EXECUTED THE SAME IN HIS/499/FHEiR <br /> THE PE SEON(6s, OR THE)ENTITY UPON BBE (HALF OF STHE4PE SONH ACTED, EXECUTED <br /> SHOWN ON THE MAP FILED IN BOOK 20 OF PARCEL <br /> THE INSTRUMENT. MAPS, AT PAGE 149, SAN JOAQUIN COUNTY RECORDS, <br /> WITNESS MY HAND: � ` ��'_�-� <br /> AND BEING A PORTION OF SECTION 28, C.M. WEBER GRANT, <br /> MY COMMISSION EXPIRES: l 1 - G.60 - 9 g CITY OF STOCKTON, <br /> PRINCIPAL COUNTY OF BUSINESS: SAN JOAQUIN COUNTY, CALIFORNIA <br /> THOMPSON-HYSELL ENGINEERS <br /> DOIORES F.SPARKS <br /> comm.« taaa5�i 1016 12th STREET MODESTO, CALIFORNIA <br /> 5/= � <br /> �'s "°'"" . NA DECEMBER, 1996 <br /> d ., MY Cw^m �w�•s Ww 6, 1998 <br /> LINE DATA: <br /> CURVE DATA <br /> LINE DIRECTION DISTANCE <br /> CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING 1 N 56 07'18" W 21.69' <br /> 1 08 06'35" 280.00' 39.63' 39.60' 19.85' N 13 10'49" W 2 N 79 11'S9" E 21.45' <br /> 2 10 4224" 220.00' 41.11' 41.05' 20.61' S 14 28'43" E 3 N 79 11'59" E 24.02' <br /> 3 39 21'30" 50.00' 34.35' 33.68' 17.88' S 590-31,141' W 4 N 30 58'56" E 19.39' <br /> 4 28 30'14" 50.00' 24.88' 24.62' 12.70' N 64 56'52" E <br /> 5 N 0 5832" W 50.00 <br /> 5 10051'16" 50.00' 9.47' 9.46' 4.75' N 45 16'07" E 6 N 0 58'32" W 35.27' <br /> 6 258"43'00" 47.00' 212.23' l0 72.68' S 48'01" E 7 N 66 58'32" W 14.73' <br /> 7 62 48 <br /> 25'38" 47.00' 51.21' 48.71' 28. ' §71_ 03'18" W 9 N 2 N 63 1_4'06" W 18.38' <br /> 8 42 45'29" 47.00' 35.07' 34.27' 18.40' N 56021'09" W 9 30'19" E _50.00' <br /> 9 4204529" 47.00' 35.08' 34.27' 18.40' S 13 35'40" E 10 N 63 30'19" E 45.00' <br /> 10 42 4529" 47.00' 35.08' 34.27' 18.40' S 29 09'49" W 11 N 63 30'19" E 5.00' <br /> 11 68 00'55" 47.00' 55.79' 52.57' 31.71' S 84 33'01" W 12 N 82 01'28" E 50.00' <br /> 12 39 21'30" 50.00' 34.35' 33.68' 17.88' N 81 07'16" W 13 N 82 O 1'281' E 17.82' <br /> 13 12 43'22" 50.00' 11. 10' 11.08' 5.57' S 6 48'13" E 14 N 82 O 1'281' E 32. 18' <br /> 15 N 38 14'48" E 14.73' <br /> 14 26 "38'08 50.00' 23.25' 23.04' 11.84' N-8702857" W <br /> 15 09 15'34" 90.00' 14.54' 14.53' 7.29' N 12036'19" W 16 N 05 31'S2" W 50.DO' <br /> 16 108 31'09" 60.00' 113.64' 97.40' 83.37' S 62 14'06" E 17 N 1 14'06" W 160.00' <br /> 17 32 37'27" 60.00' 34. 16' 33.70' 17.56' S 24917'15 E 18 N 72 14'54" E 50.00' <br /> 18 34 42'29" 60.00' 36.35' 35.79' 18.75' S 57 57'14" E 19 N 1 14'06" W 166. 12' <br /> 19 35 48'48" 60.00' 37.50' 36.90' 19.39' S 86 47'08" W 20 N 81 29'02" W 37.91' <br /> 20 05 2225" 60.00' 5.63' 5.63' 2.82' N 66'l 1'32" E 21 N O1 58'55" W 100.50' <br /> 21 09 15'35" 90.00' 14.54' 14.53' 7,29' N 68008"07" E 22 _W_0_1_"5_8'55" W 14.06' <br /> 22 09 15'34" 90.00' 14.54' 14.53' 7.29' N_77"2,3'4 1" E 23 N 03 43'43" E 50.00' <br /> 23 8 33'20" 60.00 91.69 83.02 57.49' S 38 14'48" W 24 N 03 43'43" E 23.62' <br /> 24 15 25'06" 60.00' 16. 14' 16. 10' 8. 12' S 74 18'55 W 25 N 03 43'43" E 26.38' <br /> 25 34 4229 60.00' 36.35' 35.79' 18.75' S 4_9015'081' W 26 N 03 43'43" E 30.00' (M)(R1)(R2) <br /> 26 3 25'45" 60.00' 39.20' 38.50' 20.33' S ljo 1101" W 27 N 72 45'54" E R 60.00' (M)(R1)(R2) <br /> 27 09 15'35" 90.00' 14.55' 14.54' 7.29' N 00 54'04" W 28 N 1 14'06 W 15.00' (M)(R1)(R2) <br /> 28 0002 1'36" 90.00' 0.57' 0.57' 0.28' N 05021'04" W <br /> 29 08 53'59" 90.00' 13.98' 13.97' 7.00' N 00 43'16" W <br /> 30 11 25'16" 225.00' 44.85' 44.78' 22.50' S 0105855" E <br /> 31 07 39'44" 225.00' 30.09' 30.07' 15.07' __§_0_0_3"0_6'09" E <br /> 32 03 45'32" 225.00' 14.76' 14.76' 7.38' S 05048147"' E <br /> 33 11 25'16" 280.00' 55.81' 55.72' 28.00' f_01-'5_8'55" E <br /> 34 0 19'31" 280.00' 35.80' 35.77' 17.92' --f-04-55-1-48"01'48" E <br /> 35 04 05'45" 280.00' 20.01' 20.01' 10-017 N 01 40'50" E <br /> 36 08066'35" 250.00' 35.38' 35.36' 17.72' S 00019134" E <br /> 37 08 06'35" 250.00' 35.38' 35.36' 17.72' S 00019-J4"' E <br /> 38 08 06'35" 250.00' 35.38' 35.36' 17.72' N 13 10'49" W <br /> 39 08 06'35" 250.00' 35.38' 35.36' 17.72' N 13 10'49" W <br /> NOISE CONTOURS PLOTTED FROM ENV/ROAMWAL NOISE ANALYSIS PREPARED BY BROWN-BUNTON <br /> ASSOCIATES, INC., DATED MAY 16, 1994, FOR SPERRY RANCH UNIT NO. 2 SHOWN ON SHEET 3 <br /> ARE FOR trFEKF.ACE ONLY. A REPORT SHALL BE. PREPARED FOR THIS PROJECT. <br /> F <br /> SHEET 2 OF 3 <br /> P:\STOCKTON\ 192900\FM-2.DWG 3--14-97 <br />