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:3q*v 41 5 <br /> Q PARCEL J . <br /> _ TRACT NO. 336 '( l ) <br /> SEE SHEET 10 3 N3025'00"E(R) <br /> <C i 50.00 <br /> Q' 25.00' 25.00' <br /> LAJ <br /> a- = 5 <br /> C14 <br /> C) 1 <br /> c� <br /> N3025 00 E 358.£7' I:c <br /> I ;o <br /> R=4754.00' N59'48'34'W(R) g) � <br /> Co <br /> L=6 QQ 6'( M M) _ 23.06' L - - - - N1 40.00' N3075'00'F 95.00'0--M) LINE TABLE <br /> =4 7 5 4.0 0' _ C62 N30'25'00"E 136.73' N3025'00"E 105.00'(M-1d) N0. BEARING LENGTH <br /> ,&=00045'01 " � � R��SC3 STREET � L48 Nsc)'33.57'if�R) aoo, <br /> L=6 2.2 5 (M-M) r• �. L49 N59 35 00 W 8.00 <br /> L84(T) =0 004 R=4727.00'4L=66.05' N3076001 106.73' j � L86(T) N3025'00'E 170.00'(T) L83 _N2976'03`E 14.00' <br /> _ L83 L103 L87 _ L104 ...` __ _. L84 N29'2V03"E 30OCr <br /> �._ 85.00' T _ 85.00' L85 N3025'00'E 10.00' <br /> "XR) U; a- w d w w - <br /> a a ; <br /> F:N:6073S'02 <br /> J o 11 n- 4 �' "i > �' l L86 N307500'E 30.00' <br /> 3,769 SF n" L i 3,685 SF ,,� 17 <br /> 0 _ 4J 10 ... `'* 3,655 SF I L87 N302500'E 21.73 <br /> LAJ <br /> u; , , {{ILAJ 4 2 L88 N3025'00'E- 15.00' <br /> N30'07'01"E 87.04' I N3fl25'WE 85.00' � � � N30'25'00'E 85.00' � � , <br /> -� o L1fl3 N2926 fl3 E 20.40 <br /> T o ,Q= L104 N3025'00'E 20.00' <br /> 31 26 23 18 Lo <br /> Co <br /> 15 <br /> f" $ r• 3,036 SF o $ }-- CURVE TABLE <br /> LAJN .n M 2,975 SF o :� M 2,975 SFto <br /> 3s.! ; , �- - o W NO. RADIUS DELTA LENGTH <br /> t= ''� N30'07'41'E 86.44' N3025'00"E 85.00' 3 z N302500'E 85.00' � `''• • <br /> ;,, ;'� z _ C27 15.40 89'44 59 23.50 <br /> W _ z ___._ ____ n '� C28 15.00' 90'00'40' 23.56' <br /> W 30 o �--3.5 A.E. +� 3.5 A.E. :'3 �5 A.E. ,,� 1 C' ,,; W <br /> z F'OR LOT 26 �7 � � � � FOR LOT �� � � ;- 8 FOR LOT 9 Q 1 0 � � a l � w c62 4754.00° �`!3'34' 18.76' <br /> sri 3,015 SF , °ri 23 uri �ci 18 2,975 SF us a- <br /> M 2975 SF •� �, M Q ,•, x C86 4573.00 00'2233 30.00 <br /> n N30'07'o1"E 85.84' N3025007E 85.00' o N30'25'00"E 85.00' C88 4573.00' OO'O7'31" 30.00' <br /> V �-- __ i C89 4573.00' 00'11'17' 15.01' <br /> L4.9' A.E. 4.9' A.E. Q i--4 9' A.E. l C90 1 4573.00' 0015'02" 20.00' <br /> 29 FOR LOT 27 28 _ FOR LOT 22 -+ FOR LOT I <br /> N60'37'42"W(R) CLIO S 4,296 SF 19 4 2854 3 NOTES: <br /> N60'45'13"ISR) C86(T) N6022'40 R) 4,285 SF L86(T) {{ 1) SEE SHEET 4 FOR BASIS OF BEARINGS AND <br /> C90 A=00'58'57' L85 L104 � 1 <br /> g <br /> L=78.28' L87 100.40' a EES <br /> 100.00' SEE HE <br /> 2) SEE SHEET 5 FOR LEGEND <br /> -� 3 SEE SHEET 2 FOR NOTES <br /> R=4565.00' A=1 4'2546' IT N3025'00'E 337.44'(7) <br /> L=1149.66 ( T) <br /> 1 <br /> 1 <br /> Vol <br /> CENTRAL PARKWAY <br /> I <br /> I <br /> I <br /> +4500.00' A=03'18'33_' L=259.91 ' - _ _ - N30'25'WE 337.44' _ <br /> TRACT NO. 3370 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br /> MOUNTAIN HORSE, NEIGHBORHOOD ' E', UNIT NO. 4 <br /> Com'? 0::: BEING ALL OF PARCEL H OF NEIGHBORHOOD 'E' <br /> .W..E FILED IN BOOK 3.9 OF MAPS AND PLATS AT PAGE <br /> BEING PORTIONS OF THE EAST 1/2 OF SECTION 8, AND THE WEST 1/2 OF <br /> SECTION 9, TOWNSHIP 2 SOUTH, RANGE 4 EAST, MOUNT DIABLO MERIDIAN, <br /> SAN JOAQUIN COUNTY, CAUFORNIA <br /> CARLSON, BARBEE & GIBSON, INC. <br /> ENGINEERS SURVEYORS PLANNERS <br /> SAN RAMON, CALIFORNIA <br /> JULY 2004 SCALE: 1"=30' <br /> 673-11 (D.D. SHEET NO.51) SHEET 14 OF 18 <br /> 0 1 14 <br /> • <br />