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cp <br />0 <br />Uo° <br />138;' <br />/O <br />137`' <br />DETAIL A <br />NTS <br />LOT l <br />N803442 "W 413.79'(M_M� <br />EAST BRA4y � <br />PARKy�AY <br />i <br />i <br />SEE DETAIL B a <br />PUE THIS SHEET o <br />C RSR -1 359.00'p =1 0� 9'1 7�L_240.8�6 <br />_E6 _ JW <br />PARCEL A (w�; PUE'��� C23 <br />LU <br />141 <br />SUBDIVISION BOUNDARY <br />go <br />3 A- - <br />SUBDIVISION 8928 <br />C-) v 8.00, n �I <br />N81'41'41 "W <br />4��,�lp cc 91 <br />93.77' <br />N67'4052 "W <br />6g AO 4 / o / <br />o/ e / <br />R <br />89 <br />C/ "ay. <br />ggOp <br />kR <br />90,01 <br />N6 92 <br />87428" <br />pUF�TF <br />N4434'17 "E <br />LU <br />141 <br />SUBDIVISION BOUNDARY <br />6503. <br />�Op gIf <br />LENGTH <br />SUBDIVISION 8928 <br />N89'52'49 "W 314.830' M -� <br />LOT LINE <br />-- EASEMENT LINE <br />MONUMENT LINE <br />40 <br />N55'58'03 "E(R) <br />WINDEMERE <br />L3 <br />N42'46'39 'W <br />18.47' <br />L4 <br />BEING A SUBDIVISION OF LOT 2, SUBDIVISION 8510, <br />11.85' <br />(R) RADIAL <br />N4434'17 "E <br />22.16' <br />RECORDED IN BOOK -4-1 OF MAPS, AT PAGE 29 <br />N44'34'17 "E <br />7.90' <br />L7 <br />N4434'17 "E <br />CONTRA COSTA COUNTY RECORDS <br />L8 <br />N00'07'11 "E <br />46.18' <br />L9 <br />CONTRA COSTA COUNTY, CALIFORNIA <br />20.50' <br />L10 <br />N1016'29 "E(R ) <br />o CARLSON, <br />BARBEE & GIBSON, INC.- <br />N00'07'11 "E <br />29.28' <br />L12 <br />N00'07'11 "E <br />CML ENGINEERS SURVEYORS PLANNERS <br />L13 <br />N44'52'49 "W <br />12.33' <br />10'02'53" <br />SAN RAMON, CALIFORNIA <br />N89'52'49 "W 270.08' <br />258.00' <br />0936'55" <br />PUE <br />SCALE: 1 "= 40' JULY 2005 <br />258.00' <br />"E <br />39.76' <br />`/j <br />258.00' <br />"E N83'14'23 E <br />N87'37'08 <br />' <br />4 <br />`�/ <br />of <br />BASIS OF BEARINGS <br />NBB'21'45 "E N86'17'23 <br />62.13 <br />'4 '1 <br />J Q z � <br />THE BASIS Of BEARINGS FOR THIS MAP IS DETERMINED BY <br />50.32' 6.36 <br />z <br />o <br />36.00' <br />FOUND MONUMENTS SHOWN HEREON; THE BEARING BEING <br />w a <br />o <br />o <br />N N8_7_2797 5 W <br />N89'52'49 "W PER SUBDIVISION 8510 (4Q1 M 2-P). THE <br />b 2 ' <br />ao <br />co <br />o <br />(] <br />r <br />- 56.00' W <br />BEARINGS SHOWN ARE BASED ON THE CALIFORNIA <br />9 <br />C> �= 143 <br />i 144 <br />z S <br />p 'a m (n <br />COORDINATE SYSTEM ZONE III, (CCS 27) TO OBTAIN GRID <br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999048. <br />Z y 142 �.� <br />zoo W <br />LEGEND <br />LU <br />141 <br />SUBDIVISION BOUNDARY <br />6503. <br />�Op gIf <br />LENGTH <br />' C15 W R <br />�'C�A 90 N00p35a <br />Q <br />o N89'52'49 W o <br />LOT LINE <br />-- EASEMENT LINE <br />MONUMENT LINE <br />40 <br />N55'58'03 "E(R) <br />26.30' <br />L3 <br />N42'46'39 'W <br />18.47' <br />L4 <br />N65'34'16 "W <br />11.85' <br />(R) RADIAL <br />buduiv1Sl�OIN1 00l O 9sr03s9'�� 9 65 0 i 334�4g 134 9'5' "W OO SET STANDARD STREET MONUMENT <br />N 285.94 STAMPED LS 7176 <br />0 90 Iy v 9 3 5 00 1 60 x STANDARD STREET MONUMENT STAMPED <br />0 / J a 6Sy8 �, / �h�' 23 LS 7176 SET PER SUBDIVISION 8510 <br />" 87 / / / "6534 N C1 R2 C21 R3 R6 R7 (1i41 M CSC) <br />�s k e" v° g¢ Ip•6 k ��� Q �� �5 A 10' SDE O SET 5/8" REBAR AND CAP, LS 7176 <br />478' /�' o" g =" a Q`•� Rt wl'PUE C23 PUE PUBLIC UTILITY EASEMENT <br />a Q00, k / o / N6S21 38 / �` O C18w v� SLE STREET LIGHT EASEMENT <br />" 94 , Ne 43" o�� o C7 9 c's- N8637'07 "W TPE TREE PLANTING EASEMENT <br />ry pC ^' 0 165• a. 53 kR /0 4 0 0l' <br />a 8U / �/ o/ 34'76, ry o° g 4i6h /v° �� Z` �43 „ti R5 coo 88.00 SDE STORM DRAIN EASEMENT <br />20 "9534js„ / ^) �� v� g03g {y = "� �• OOp ^ / 0 �a F LOT R4 C6 SE TE TRAIL EASEMENT <br />S O Y SE SIDEWALK EASEMENT <br />95 ,� 137 6� -°a SJ�OJV1510N B� ] O (M -M) MONUMENT TO MONUMENT <br />p / �ry ti , 7✓8S34 b "683 /oo r 1 DETAIL B (M -PL) MONUMENT TO PROPERTY LINE <br />ys 85 Fo V = / =40°// 903 '16 ly a gQ p0 B k / / Q All i M � 8) NTS / / // // / ////// RELINQUISHMENT OF ABUTTER'S RIGHTS <br />ao �o�IS k // / �% C g =" 136 / <br />/ 9 6 a <br />All �o / <br />"6534; " <br />(4 \\ , QA x / �// go3g6� ry 9p <br />O11t y <br />97 <� 135 <br />l� k ?004 N/69255j8 "� / ° "h90 , g03 76 W v" ° 9010, 1 10,6 <br />N653 ism F SFiF <£�F/ 141 " 134 <br />98 <br />� � h' 133 / w. rn, � ar'• , 8534, /oo / <<v a <br />99 <br />Q 834 j6\ /olj /00' S 47 l <br />SFF S ] J k 27 4 (F \q y F N69ti222 / <br />ADM 62223 400 -016 223 -090 008 <br />LINE TABLE <br />NO. <br />BEARING <br />LENGTH <br />Lt <br />N41'32'45 'W(R) <br />17.30' <br />L2 <br />N55'58'03 "E(R) <br />26.30' <br />L3 <br />N42'46'39 'W <br />18.47' <br />L4 <br />N65'34'16 "W <br />11.85' <br />L5 <br />N4434'17 "E <br />22.16' <br />L6 <br />N44'34'17 "E <br />7.90' <br />L7 <br />N4434'17 "E <br />14.26' <br />L8 <br />N00'07'11 "E <br />46.18' <br />L9 <br />N36'51'51 "W (R) <br />20.50' <br />L10 <br />N1016'29 "E(R ) <br />34.21' <br />U1 <br />N00'07'11 "E <br />29.28' <br />L12 <br />N00'07'11 "E <br />75.47' <br />L13 <br />N44'52'49 "W <br />12.33' <br />CURVE TABLE <br />NO. <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />1359.00' <br />03'31'42" <br />83.69' <br />C2 <br />41.00' <br />39'09'07" <br />28.02' <br />C3 <br />476.00' <br />02'06'36" <br />17.53' <br />C4 <br />29.00' <br />4338'12" <br />22.09' <br />C5 <br />41.00' <br />69'46'19" <br />49.93' <br />C6 <br />41.00' <br />6416'05" <br />45.99' <br />C7 <br />41.00' <br />29'52'52" <br />21.38' <br />C8 <br />29.00' <br />38'21'28" <br />19.41' <br />C9 <br />524.00' <br />02'40'12" <br />24.42' <br />C10 <br />258.00' <br />10'02'53" <br />45.25' <br />C71 <br />258.00' <br />0936'55" <br />43.30' <br />C12 <br />258.00' <br />08'50'04" <br />39.76' <br />C13 <br />258.00' <br />08'05'29" <br />36.44' <br />EASEMENT LINE TABLE EASEMENT LINE TABLE <br />N0. I BEARING LENGTH NO. BEARING LENGTH <br />E1 N04'36'39 "E 21.82' E5 N08'24'25 "E 13.00' <br />E2 N04'36'39 "E 21.81' E6 N80'30'26 "W 44.72' <br />E3 N55'58'03 "E 37.15' E7 N10'16'20 "E 12.88' <br />E4 N5558'03 "E 62.84' EB N15'04'20 "E 24.36' <br />CURVE TABLE <br />N0. <br />RADIUS <br />DELTA <br />LENGTH <br />C14 <br />258.00' <br />0917'33" <br />41.84' <br />C15 <br />258.00' <br />09'38'28" <br />43.41' <br />C16 <br />258.00' <br />09'4623" <br />44.01' <br />C17 <br />258.00' <br />0012'33" <br />0.94' <br />C18 <br />41.00' <br />14'00'34" <br />10.02' <br />C19 <br />41.00' <br />06'46'48" <br />4.85' <br />C20 <br />41.00' <br />37'34'19" <br />26.89' <br />C21 <br />1359.00' <br />00'25'18" <br />10.00' <br />C22 <br />1359.00' <br />01'25'28" <br />33.79' <br />C23 <br />1359.00' <br />01'47'10" <br />42.36' <br />C24 <br />1359.00' <br />01'07'35" <br />26.72' <br />C25 <br />1359.00' <br />01'52'04" <br />44.30' <br />C26 <br />41.00' <br />1 97'30'48" <br />69.78' <br />RADIAL TABLE RADIAL TABLE NOTE: ALL TABLE INFORMATION <br />NO. BEARING NO. BEARING PERTAINS ON THIS PAGE ONLY <br />R1 NO2'23'38 "W R5 N18'23'44 "E <br />R2 N0452'42 "E R6 NO3'01'56"E <br />R3 N04'27'24 "E R7 N01'14'46 "E <br />R4 N11'36'56 "E R8 N08'24'25 "E <br />SHEET 4 OF 6 <br />Im <br />