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NO. BEARING DISTANCE NO. BEARING CHORD DELTA RADIUS LENGTH TAN .� �� � ,
<br /> VALLEY ENGINEERING 50' "
<br /> Ti Ni 6.55' 00'W 26. 69 01 S18.02' 27'E 193. 50 1.57' 08' 5679. 65 193. 51 96. 76 M I0
<br /> T2 N32'28' 46'W 49. 97 02 S710081 588W 209. 99 3.56' 21' 3055. 00 210. 03 105. 06 715 THIRTEENTH STREET-SUITE i
<br /> T3 S50'54' 10'E 49. 97 03 N28.05' 00"E 28. 28 90100, 000 20. 00 31. 42 20. 00
<br /> T4 S18'55' 00"E 26. 59 C4 N29'18' 14'W 186. 63 24"46' 28" 435. 00 185. 09 95. 54 MODESTO. CALIFORNIA 95354 o0
<br /> T5 610*55' 00'E 0. 00 05 S29'10' 140 E 212. 37 24.46. 28" 495. 00 21 4. 03 108.72
<br /> T6 S16'55' 00'E 6. 00 C6 S61 '55' 00'E 28. 28 80'00' 00" 20. 00 31. 42 20. 00 Fd.Deep
<br /> Mon. W/&ass Pin
<br /> T7 N73:05; 00'E 23. 88 07 N60'38; 220 E 140. 18 10'43' 28" 760. 00 140. 38 70. 40 I 2' Deep W/4"X 4" Post on Top
<br /> T8 N1 6 55 00'W 101. 59 08 N52'44 13 E 66. 48 5.04' 50" 750. 00 66. 50 33. 27 .` N�• See Ref.(C)
<br /> T9 N41 '41' 28'W 49. 33 C9 N53o 09' 02'E 77. 30 5o 54' 27" 750. 00 77. 33 38. 70 ` \N\
<br /> C10 N81 09 11 E 129. 39 0053, 60 760. 00 129. 55 64. 94 V g5 00�
<br /> 54. 55 -
<br /> C11 N29'12' 24'W 108. 47 12'34' 48" 495. 00 108. 68 ��� � e Q. ,�g Q4•
<br /> Cl 2 N95'35' 98'W 105. 15 12'!1' 40" 495. 00 105. 35 52. 88
<br /> 019 S81 12' 48'W 21. 21 16�15� 37M 75. 00 21. 28 10. 71 Q QP` Yy 10 tds S70'58'5 "W W(NU 100W.-�:' "
<br /> C14 S81 12 48 W 21 . 21 16 15 37 75. 00 21. 28 10. 71 ``A a G
<br /> Cl 5 S81 o 12' 48"W 21. 21 161 537 '76. 00 21. 28 10. 71 Yy �� 1"( �� °' S71'OT42"W (R)(C) 1 �,(N
<br /> "o I
<br /> C16 S81 12 48 W 21. 21 16'15' 37" 15. 00 21. 28 10. 71 �0 �
<br /> C17 N23'47' 35"W 104. 16 13'45' 09" 435. 00 104. 41 52. 46
<br /> Cl 8 N36.1 0' 49"W 83. 55 11 '01' 19" 435. 00 83. 68 41: 97
<br /> A
<br /> O6 gQ
<br /> m
<br /> r
<br /> 20.00'(8)
<br /> 20.1 o'M u'
<br /> 0)010
<br /> Fd. 3/4" Bolt-`**'
<br /> olt•••••••.....::♦ g0r. "m
<br /> with 10 Square Top
<br /> r'
<br /> See Ref.(B) � 3' •'� � u�, .
<br /> r r
<br /> ago�,P; 00, _N7 2'56'O7`E (l M
<br /> p
<br /> .c.ddr non-tangent
<br /> xvw 'o: N Fd. 3/4" Iron Pin
<br /> Fd•N° N is See Ref.(C) I
<br /> 3.
<br /> N39'4811"W 00 a M I V
<br /> 0
<br /> �O\' MaPg td' O •N23'59'54"W
<br /> 9 1.
<br /> ° e GPec° tae 1a i Z �� '�' 7 ws"el
<br /> G7110 r•• �- +� ti..
<br /> v s�. N34'43'22"W (R) �\ w \\ pa• i 0%0 = 8.176 w"
<br /> e�gennt¢ - o SCALE: 1"-80'
<br /> �,. 1 042 ��, a � •n N emits \rt \ 40 �•- �
<br /> V�`v o . Pcce' b��c \ N3\ty� \ ''Gt►/ i ` 3'S 3'44"W UO .••N2 3'5 9'5 4"W (I) cry ac "1 N
<br /> 4► 8• I �+
<br /> N73'06' 0"E 187.63' -� Cr. to _ !t to'
<br /> N
<br /> O �P1 8s pb' a - -f•- 100.00_ - 87.63 40 ".p a
<br /> V �° y�.- - N N60'30'1 2"EW
<br /> (•I Q ; Access a Easements (non-exclusive)..,
<br /> rol�T .d o
<br /> I 6 r' 9•' ao And Public Utility f. Easement (Typ)
<br /> 0. 9Z' N` 1 ` N59'19'51"E(R� a r
<br /> 0� N ": ; r ?
<br /> �I w 1 2. 1 1. m 1 .
<br /> 0.� 9
<br /> IrE
<br /> I
<br /> aF°'`� �'r'�'•a 1 3. m I m so' so' i `° 13.00'... ;
<br /> st°"j Z3�� 1;4. I Zo ••C16 g 1 �� X20 ► 21:08 260.07 60' 60'
<br /> • 'g / PIP o2g •C16 C3 C6 0' 4 �r'; ,..
<br /> I / e•pue '¢ C2 N r o' 8 .00
<br /> Z_ _ 3 884 : 87$'015008W 260.07 M
<br /> 1 . (M)'" '- 142.00' r . , Road Dedication- 142.00' �''' "'' Ih 1 �1 250.00'W
<br /> 0- 8' T-105. 08' I1� ••N18'52'51"W (R)U�U 875 0�00"W 507.20 (M) co 806.95 W ! b "
<br /> L-210. 0 0)'"200. 89 Road Dedication �;, Fd. 3/4 Iron Pipe c
<br /> N16'55'W WW ~
<br /> See Ref. W
<br /> to i. 1n / �,�,;� r.•.
<br /> I Ae �, Ip-3'56'1 0" R=3055.00' L-209.87'W "'Ib Seei_ad Fd. Nothing
<br /> I i�j°e _ - '- _ - - -N73.05'00"E 443.00' -
<br /> ,G---- 491 2"W OV(M) FQ pK� i I r ( i Fd. 3/4" Iron Pipe
<br /> N20'51'10"W (F)W i W Searched Fd. Nothing i . b
<br /> •Fd. Conc.Mon. W/Brass Pin I " " ( I m H LANE ) See Ref.(EJ (Q) t
<br /> "i 2,5 Deep W/4"X 4' Post on Top (M)(caic.from A) T7 I �n1/111V
<br /> I See Ref.(0)(D)(G)(� '-0.00'((3Y - - - - - - - - N73 0 00 E 831.06 830.81 - '
<br /> (BASIS) HILLSBORO ESTATES UNIT NO. 4
<br /> Fd. 3/4" Iron Pipe....'
<br /> See Ref.W(G) I Vol. 21 Maps & Plats Pg. 51 HILLSBORO ESTATES UNIT NO. 3
<br /> HILLSBORO ESTATES 3W so' UNIT NO. 1 LEGEND S.�. Co. Records 50' so'
<br /> e Set We Iron Pipe (30" Long) tagged OLS. 2803". Vole 21 Maps & Plats Pg. 50
<br /> Vol. 21 Maps & Plats Pg. 27 S.J. Co. Records
<br /> S.J. Co. Records Set 3/4" X 24" Iron Pipe tagged "L.S.'2803" at all lot corners. Wr 401AIW • 4104CF:
<br /> GENERAL NOTES: W O Set 3/4' Iron Pipe (30' Long) tagged 'LS. 2803" in Monument Well. rll�' �UBD/!/.'S/0rV /YL40 /V 0a�z/ 'T To TRACT NO. 1 833
<br /> 1. All distances and dimensions shown are in feet and decimals thereof. • Found monuments as noted SUBDIVISIONS OF SAN JOAOUIN COUNTY, CALIFORNIA
<br /> 2. The Blue Border indicates the boundaries of the land subdivided by }" W Survey M-81, County Acquisition Map of March Lane, Dated April 3'197 4 �, a"5 ' `I' A39�, Lor` ' 'A ' YCOMMERCIAL CENTER
<br /> this map. Total Aree: 9.58 Acres -14 Lots. cilW°! 9' �f6,RgRT/,O�Vi�.rGW 8 Df l�'C sWA vH0LIDA
<br /> (� Record as per Vol. 18 of Maps and Plata, Pg. 29, S.J. County'Records A�'/N,G/PAL L" fyyAW l�1HW r#97' eW11 Lor
<br /> 3. Vehicular
<br /> Stockton, Indicated thus;LL//%destrian access g/h/////I///q/ished to the City = Holiday Perk, Unit Vol. 1 3. Pg. 24, S.J. County Records 'W44 ge �,dtf.44W 0 tWLN7X11V 0
<br /> _ cc) Record as per . 16 of Surveys, BEING A SUBDIVISION OF A PORTION OF
<br /> 0) Record as per Vol. 16 of Maps and Plets, Pg.22, S.J. County Records V�� A IIV" �� /WN/lU
<br /> BASIS OF BEARINGS: Sherwood Manor, Unit No. 6. co ivG G :� 10A/N ' ` I%W SECTIONS 16 & 28 OF C.M. WEBER GRANT
<br /> The bearing of N.73'05'00"E. along the South line of MARCH LANE i (E) Record as per Vol. 21 of Maps and Plats, Pg.60, S.J. County Records aE'r41GN LD} $HALL LW/NEW 60WZY V 7Wr
<br /> Hillsboro Estates, Unit No. 9 147 <lN17G lTrs D/5'C�4�t' ;6W (~ 4W D
<br /> , d,61771 G CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, CALIFORNIA
<br /> as shown on the map filed in Vol. 21 of Maps and Plats, Pg. 27, San Joaquin Sj�• , r1t /VA/(ice Ar l '".aC` P�!/r�lQN!s
<br /> County Records, was used for the basis of all peerings shown on this map. (F) Record as per Vol. 17 of Maps and Plata, Pg. 13, S.J. County Records
<br /> Weberstown, UA No. 5 *M4 L eMf cWGY *WEN 0ri'1 W q 7aW,N,4?r SCALE: 11"m 8 0 JANUARY,19 8 3.
<br /> HILLSBORO ESTATES UNIT NO. 1 +
<br /> (0) Reoo�d as per Vol. 21 of Maps & Plats, Pg. 27, S.J. County Records 4�G4li1li4►G �r4ClLl7"!t�' a ACC'dRll6i� F`�1?'EN1�' y�,r `
<br /> Hillsboro Estates, Unit No. 1 .0e 00 AOM r This° A0°fM WI,X/Ll7F W
<br /> 04 Measured on this survey
<br /> 6'G�4�PGY Cr3TiadGtiaNf�D, ?!!CH 7?W, e"PLAN
<br /> � Radial Bearing SHEET 2 OF 2 SHEETS Job No. 60-2e8
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