Laserfiche WebLink
ri <br />0 <br />6 ��3 REFERENCES <br />2tg •Op 8� <br />(A) SUBDIVISION 7736 (372 M 7), <br />C1 N8 _ (B) SUBDIVISION MS 351 -98 (175 PM 43) <br />/ ;9 (C) SUBDIVISION 8383 (Yaq M 10 <br />co <br />it <br />F <br />�F%vw . <br />la! <br />Lo <br />a <br />o <br />u�! < a <br />�) co 7.620m <br />-/� UTILITIES EASEMENT <br />N • 1 IN FAVOR OF PG&E <br />i <br />r4') r- � c PER 95-- 38698, OR <br />E .1 44m I <br />N a R= 313.945m <br />N5512152 E 53.307m A =0 9' 56 <br />A) 15.241 m P 53.307m <br />N55`12'S2 "E 68.552m(M -M) (A) N60'10 'S E `52 79 <br />CARINE 1r LINEIE <br />CURVE DATA, TABLE <br />91268. 91 <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C1 <br />90'00'00" <br />6.096m- <br />9.576m <br />C7 <br />188'23'26° <br />14.334m <br />47.131m <br />C2 <br />E <br />05837'32" <br />67.666m <br />6.644m <br />C8 <br />21'55'56" <br />6,122m <br />2.343m <br />C3 <br />05'37'32" <br />84.735m <br />8.320m <br />C9 <br />21'44'57" <br />14.334m <br />5.441m <br />C4 <br />59'23'44" <br />9.144m <br />9.479m <br />C10 <br />47'00241" <br />14,334m <br />11.761m <br />C5 <br />05'37132" <br />76.200m <br />7.482m <br />C11 <br />00'15'32" <br />67.666m <br />0.306m <br />C6 <br />05'22'00' <br />67.666m <br />6.338m <br />'! / r' <br />aSIm L=5-1 .274m <br />! 4- 09 '56' 11" <br />cj I E , N55'12 52 E 36.576m <br />N60'10� '5T, 7 "E 793m M- <br />(A) N5512'54 "E 51.81 <br />A.P.N., 010 -002, 004 and 008 <br />11 <br />LINE <br />BEARING <br />DISTANCE <br />Ll <br />N83422'42 "W <br />8.059m <br />L2 <br />N83'22'42 "W <br />7.425m <br />L3 <br />N83'22'42 "W <br />0.633m <br />L4 <br />N88051'22 "W <br />4.780m <br />L5 <br />N88451'22 "W <br />5.868m <br />L6 <br />N88451'22 "W <br />10.647m <br />1-7, <br />N52'08156 "E(R) <br />8.530m <br />L8 <br />N34 "45'47 "W <br />2.286m <br />L9 <br />N55 "1 2'52 "E <br />4.739m <br />L10 <br />N5591252 "E <br />5.180m <br />L11 <br />NOO'59'46 "E(M -M) <br />2.683m <br />THE BASIS OF BEARINGS FOR THIS MAP <br />FOUND MONUMENTS SHOWN HEREON; TH <br />NORTH 5512'52 EAST PER SUBDIVISION <br />CALIFORNIA COORDINATE SYSTEM ZONE <br />OBTAIN NAD 83 BEARINGS, ROTATE ALL <br />THIS MAP CLOCKWISE 00400153 ". <br />SUBDIVISION BOUNDARY <br />etric <br />-1► ,J <br />IS DETERMINED FROM <br />E BEARING BEING <br />7736 (372 M 7), <br />lit (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 CENTERUNE <br />(PL -CL) PROPERTY LINE TO CENTERLINE <br />(M -S) MONUMENT TO SPIKE <br />® SET STANDARD STREET MONUMENT <br />® EXISTING STANDARD STREET MONUMENT <br />AL FOUND RAILROAD SPIKE <br />PUE PUBLIC UTILITY EASEMENT <br />( ) RECORD DATA AS NOTED <br />sq. m. SQUARE METERS <br />HA HECTARES <br />N5541252"ESUBDIVISION 8411 <br />18.288m <br />N a BEING A RESUBDIVISION OF <br />"' PARCEL A OF SUBDIVISION 8383 (Y!R M /O )AND <br />15.240m - `- PARCELS B AND E OF SUBDIVISION 7736 (372 M 7) . <br />(M -M) CONTRA COSTA COUNTY RECORDS <br />TO BE SET) <br />\ PER C J CITY OF BRENTWOOD <br />CONTRA COSTA COUNTY CALIFORNIA <br />CARL.SON BARBEE & GIBSON, INC. <br />CIVIL ENGINEERS 9 SURVEYORS PLANNERS <br />SAN RAMON, CALIFORNIA <br />SCALE: 1:500 DUNE 2000 <br />SHEET 11 OF 11 <br />U 2� (-/ "� V�) <br />N <br />mot' <br />