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13 if <br />(A) <br />I19 <br />91268--91 <br />14891.3,01 "W <br />17.678m(M�CL) <br />BALFOUR ROAD <br />SET PER CERTIFICATE OF <br />`CORRECTION SERIES 97- 012964 <br />_E <br />N89'OO'14 "' <br />Vt <br />r <br />, te <br />_`_"_ C1 <br />PARCEL G <br />Y <br />«, <br />n <br />a <br />0 <br />REFERENCES <br />(A) SUBDIVISION 7736 (372 M 7) <br />(B) SUBDIVISION MS 351.98 (175 PM 43) <br />(C) SUBDIVISION 8383 '(qol q M ,10 ) <br />C4 <br />N18 55 27 rri n <br />N13'54'27 "W R L3 <br />N89'00'1 4 "W 242.472m PARCEL G L1 <br />y <br />LEA'L EYN ROCKWELL STREET N C2' j� �s� * C1 <br />139 _ AROak t� >n cr v' Jr . ..��C. / <br />N M tk 1J1 -+ <br />ry <br />co . <;q . o <br />Q:o r�2 <br />twe) 1 36 W CD CNh CMG D � tU <br />135 <br />to E LEXINGTON N ,,LEXINGTON <br />to COU KNIGHTSBRIDGE ALLEY o 9 13 <br />ri 116 <br />,,, n <br />1 <br />6 �dN' <br />1k 'cP <br />W1Y) d M N r C) k- <br />m co r. - CO r� cp ►n "r t� ��'� �3 <br />1 N N N N 04 N •- 115 M M rn, M M rn ��. 6 FF� <br />v-- w all r r v- r r <br />-•t 10, to r. co M •- N 114 MILLS ALLEY ^ <br />K) CI ' C7 Q O C7 C) •^-' •- !'- W py` d •- M 'rc%" tr Y� qAt <br />to <br />ca 113 C1 qP <br />KNIGHTSBRIDGE REI+�ING N CAVENDISH COURT <br />COURT ALLEY � <br />94 PARCEL I V <br />o oc�oo rnrncmrn 93 v 1 <br />� 92 41 Cl E en co +o co r~ ro o� B SET ou on co no .00 oa ao «� vo 91 "(TO <br />PER C <br />90 N24'50'57 "W R°� <br />co <br />cn 1 8'08 "E R " / A }� <br />.¢ ¢ E REMINGTON STREET N86 4 i <br />C:: N N8516 27 E R <br />w •d- <br />av .r, c-1 •- Q ch oc> r. Co Vol) at e� L10 A <br />W4- cn cv cc7 co Co to to u) uo LO u� 1 T ,� ) <br />bl) (A) o1y� <br />uj <br />`t. <br />'r' w w co 0) °? n rn f`9 <br />ri 5� <br />1b` 50rD C1 <br />C) WRIGHT COURT ! C <br />rn <br />zoX <br />N` 69.723m �0� <br />all <br />iE N89'00114 "W <br />2(A `'2 ��` GQR 2T TAKEN HERE <br />L20 <br />(A) <br />A.P.N. 01 -0 -002, 004 and 008 <br />s <br />TANGENT TABLE <br />LINE <br />BEARING <br />DISTANCE <br />L1 <br />N72'38'18 "E <br />21.61 Om <br />L2 <br />N15'00'14 "W <br />11.323m <br />13 <br />N3218139 "E <br />2.998m <br />L4 <br />N551.2'52 "E <br />24.079m <br />L5 <br />N5512'52 "E <br />17.069m <br />L6 <br />N5512'52 "E <br />56.388m <br />L7 <br />N5512'52 "E(R) <br />18.288in <br />L8 <br />N55412'52 "E <br />36.576m <br />L9 <br />N34'47'08 "W <br />24.223m <br />L10 <br />N87037'16 "W <br />18.399m <br />L11 <br />N551 2'52 "E <br />23.165m <br />L12 <br />N34'47'08 "W <br />36.480m <br />L13 <br />N71'06'59 "E <br />17.322m <br />L14 <br />N04038'48 "E <br />24.433m <br />L15 <br />N52'46143*W(R) <br />17.069m <br />L16 <br />N52'46'43 "W <br />2.200m <br />L17 <br />N5512052 "E(M --M) <br />68.552m <br />L18 <br />N6010157 "E(M -M) <br />52.793m <br />L19 <br />N5512'54 '*E(M -M) <br />51.816m <br />L20 <br />N89'00'14 "W(M- M) <br />95.052m <br />L21 <br />N5512'52 "E(M -M) <br />30.899m <br />L22 <br />N34'47008"W(M -M) <br />22.300m <br />L23 <br />N16*53141"W(M -M) <br />28.091m <br />L24 <br />N5512252 "E (M--M) <br />138.378m <br />L25 <br />N34'47'08 "W(M -M) <br />27.245m <br />L26 <br />N16 053141 "W(M -M) <br />61.800m <br />CURVE DATA TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C1 <br />90'00'00° <br />6.096m <br />9.576m <br />C2 <br />86'22157" <br />9.144m <br />13.786m <br />C3 <br />43'48'33" <br />91.440m <br />69,915m <br />C4 <br />4910'35" <br />6.102m <br />5.237m <br />C5 <br />06'33'020- <br />21.631m <br />2.473m <br />C6 <br />52"14122" <br />6.106m <br />5.567m <br />C7 <br />17'59135" <br />65.532m <br />20.580m <br />C8 <br />31'35116" <br />85.344m <br />47.051m <br />C9 <br />09'56'11" <br />295.657m <br />51.274m <br />C10 <br />0.9'56211" <br />313.945m <br />54.445m <br />C11 <br />30'03'35" <br />67.056m <br />35.180m <br />M ri i4] W _ i , i <br />THE BASIS OF BEARINGS FOR THIS MAP <br />FOUND MONUMENTS SHOWN HEREON; TH <br />NORTH 55'12'52" EAST PER SUBDIVISION <br />CALIFORNIA COORDINATE SYSTEM ZONE I <br />OBTAIN NAD 83 BEARINGS, ROTATE ALL <br />THIS MAP CLOCKWISE 00900'530 <br />. <br />LEGEND <br />�•�IIlL�`�� � ,1: ill <br />e tric <br />k j <br />IS DETERMINED FROM <br />E BEARING BEING <br />7736 (372 M 7)9 <br />II, (NAD 27). TO <br />BEARINGS SHOWN ON <br />LOT LINE <br />-- EASEMENT LINE <br />MONUMENT LINE <br />--- - -- CENTERLINE <br />(T) TOTAL <br />(R) RADIAL <br />(M -M) MONUMENT TO MONUMENT <br />(M- -PL) MONUMENT TO PROPERTY LINE <br />(M --CL) MONUMENT TO CENTERLINE <br />(PL -CL) PROPERTY LINE TO CENTERLINE <br />MONUMENT TO SPIKE <br />O SET STANDARD STREET MONUMENT <br />O EXISTING STANDARD STREET MONUMENT <br />A FOUND RAILROAD SPIKE <br />PUE PUBUC UTILITY EASEMENT <br />( ) RECORD.DATA AS NOTED <br />sq. m. SQUARE METERS <br />HA HECTARES <br />BEING A RESUBDIVISION OF <br />PARCEL A OF SUBDIVISION 8383 �(jl,2Y- M /4 )AND <br />PARCELS B AND E OF SUBDIVISION 7736 (372 M 7) <br />CONTRA COSTA COUNTY RECORDS <br />CITY OF BRENTWOOD <br />CONTRA COSTA COUNTY CALIFORNIA <br />CARLSON BARBEE & GIBSON, INC. <br />CIVIL ENGINEERS SURVEYORS 46 PLANNERS <br />SAN RAMON, CALIFORNIA <br />SCALE: 1:2000 JUNE 2000 <br />SHEET 4 OF 11 <br />M <br />M <br />d' <br />N <br />