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1 <br /> 0 <br /> 3 N85-07'42"E(R) Z <br /> n rn N86'13'34"E(R) <br /> SEE SHEET 12 00 N <br /> O <br /> " z 48.70' o <br /> NO <br /> 1'10 39 W <br /> , N01'10 39 W 49.66 x <br /> _ .9 <br /> 6 - C57 C5 '" LINE TABLE <br /> " 2 <br /> L I C56 <br /> ] N O <br /> �,} 7.28 I � 'o N0. BEARING LENGTH <br /> R=E cici I N86'49'45"E R o „ , <br /> �C-� N I ( ) � L3 NOt'0113 E 7.01 <br /> SA G L9 N01"Ot'13"E 11.48' <br /> c CIOcJ „ =15 4.7 9' I^ 9�� „ U 1 NO1'O1'13"E 18.49' <br /> L <br /> 6ER <br /> o � ro8 2 <br /> 4 - •O 85 <br /> v <br /> =15`28 <br /> 8�M ,.� - ,p0 - 1 39 � � o -� o � <br /> 9�3 \ -' 51 .5 , r p=06 1 LL; V ��' CURVE TABLE <br /> N18'38'56"W 8516 \o R , - 61 .9 4 p , <br /> N�83 - .46 46 L= a oo ¢ p �� NO. RADIUS DELTA LENGTH <br /> \ v <br /> 7.30 _ 6 <br /> j" R \N 266 I r L,67 .8N80-38'06"E R co \� v� C3 3800; 24'21;05» 16.15;C4 973.00 01'00 05 17.01pp' -- , 3 N, „ C12 38.00' 26'07'54" 17.33' <br /> p ` N73 5120 E(R) 9?NN00"15 07 W(R) IC-17.291 SF N01'01'12" R C16 49.00' 3656'50" 31.60' <br /> ,p6 2 N16'41 41 ^ 1 v C35 38.00' 9255'08" 61.63' <br /> 27 _ <br /> N11'25'O1" R S � � J ._..._ - o -- - C36 1027.00' 01'46'10" 31.72' <br /> rn N NO2'01'17"W 100.00' 27.00' <br /> 27.00 <br /> C37 49.00' 14'20'33" 12.27' <br /> N , 00 5859'33" 51.48' <br /> N 50.00 <br /> 96 <br /> 1 C38 <br /> 9,121 SF z i I C39 15.00' 82'46'05" 21.67' <br /> a J I95 <br /> M I °o <br /> a `r 8,568 SF C40 427.00' 01'22'11" 10.21' <br /> C1400 z o I C41 573.00' 02'30'16" 25.05' <br /> � o <br /> n $ <br /> 98 I C42 15.00' 90'00'00" 23.56' <br /> 11 ca <br /> 4 ii I <br /> 6,500 SF I <br /> 4 I <br /> I I <br /> C44 400.00' 05'16 39 36.84 <br /> o i 600.00' 01'59'36" 20.87' <br /> 0 <br /> o <br /> I <br /> Cys <br /> I 4J <br /> C57 400.00' 02'35'47" 18A S <br /> C) NO2'01'17"W 100.00' C58 400.00' 01'05'52" 7.66' <br /> n �' L- 73.07' 73.13' <br /> -d- <br /> 0 <br /> N00'20'58"W(R) 146.20' <br /> 27.00' � � I <br /> I h I ` <br /> 1. SEE SHEET 3 FOR BASIS OF BEARINGS AND <br /> 94 <br /> -� _ REFERENCES <br /> 1 I ` 10,412 SF t° 6,59009 cO) v r 2. SEE SHEET 5 FOR LEGEND <br /> N <br /> I rl <br /> �ARC�� 0 <br /> 1 z 1 Q I ,,, 3. SEE DETAIL A ON SHEET 5 FOR TYPICAL <br /> I ui <br /> j oG N TRACT NO. 3367(3) PUBLIC UTILITY EASEMENT DETAIL <br /> m w -bo 4. SEE SHEET 2 FOR NOTES <br /> I <br /> � L- » NO2'01'17"W 100.00 --I 00 ('� i <br /> Z N01'0113 E 149.87 1 <br /> 0o <br /> 00 <br /> Q' 70.00' 79.87' z <br /> I I <br /> w � i <br /> w 3 N <br /> _ � O I co 6 P.U.E. 1 <br /> C/' 0 LoI 100 I <br /> O c I W <br /> W 1 W z I * 8,548 SF I I <br /> Go <br /> V) z Z I oo `t' 0 I <br /> 06 h of <br /> 1M 92 z n�I3� , �I <br /> rn 13,429 SF 0 . I <br /> 3 _ L 8 <br /> I 93 � �, <br /> I 7,552 SFco N46'22'13"E(R) <br /> P I pp, 6=238. � <br /> 00 S <br /> 9 i <br /> i - ao �Dc9 <br /> Z �1 �- �� I TR- -A-CT NO. 3375 <br /> �---s P.U.E. <br /> o �� w► SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br /> d ti °- <br /> - - - �20�• ` �I E NEIGHBORHOOD E UNIT N0. 9 <br /> 27.00' ,�. , » , , MOUNTAIN HOUSE, <br /> F <br /> DE <br /> \- -- - 55.00'- - J L 33.42 - r - 900,�R� N59'26 02 E(R {� BEING ALL OF PARCEL P OF NEIGHBORH00 <br /> g 27.00 L3 <br /> i Oar �� ut ___.t 27_00 _ „ FILED IN BOOK 39 OF MAPS AND PLATS AT PAGE 40, <br /> 0 <br /> , » _ NO 4 57 R <br /> C! N01*01'13 E 88.42 N0229 24 W(R) L9 o N 2 3 BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 8, <br /> I- <br /> O N W <br /> ESTADOS STREET 19 , �,,�,�, c L3 0 r <br /> ,�, N TOWNSHIP 2 SOUTH, RANGE 4 EAST, MOUNT DIABLO MERIDIAN, <br /> ESTADOS COURT <br /> _ 42.00' I N csl I L'a9 3��3� SAN JOAQUIN COUNTY, CALIFORNIA <br /> I " - - �' NO2'34'57" R <br /> �r N 101'0101'0 1 ° - - �R=162'pp , , N2656'02" R . <br /> 3 E 751.50(M-M) N01'01131= 130.42(M-M) PARCEL CARLSON, BARBEE & GIBSON, INC. <br /> N23-32-57'E(R) <br /> ENGINEERS SURVEYORS PLANNERS <br /> SAN RAMON, CALIFORNIA <br /> SEE SHEET5 JANUARY 2005 SCALE: 1"=30' <br /> SHEET 13 OF 16 <br /> 673-11 <br /> / o, <br /> k <br />