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CURVE TABLE LINE TABLE LINE TABLE <br /> /�N� N89`39'26"W <br /> NO. RADIUS DELTA LENGTH NO. BEARING LENGTH NO. BEARINGLENGTH <br /> 9C1 969.00' 05'11'41" 87.85' L1 N07'36'16"E 73.61' L15 N26'48'15"W 10.82' <br /> cod �= ""PO �S�• L2 N13'28'12"E 29.88' L16 N05'S3'17"E 32.00' <br /> �`V � Nti , � /Q C2 44.00 18'11 41 13.97 " "co <br /> > "/,� r C3 56.00 18'11 41 17.78 L3 N76 31 48 W(R) 9.00 L17 N27 40 52 W 10.93_ r0'-` `�`SS � C4 2455.00' 06'35'03" 282.12' L4 N13'28'12"E 8.78' L18 N16'55'30"E 10.84' <br /> T �/T IN J� �, , OO� SS ��, Q C5 2455.00' 02`31'17" 108.04' L5 N76'31'48"W 40.00' L19 N53'02'50"W 11.16' <br /> L27339.38' 1hGo 044 9•�S\��•�i <br /> N89'39'26"W 339. '�°c 0 T J�j c'� z C6 38.00' 28'33'41» 18.9 L6 N13:28i12»E 15.00 L20 N21'24'15»W 36.10 <br /> 40(T) tisk, X04 �6 6J o,.' �� C7 56.50 71'39 42 70.67' L7 N75 01 17 W 90.36 L21 N89 2711 W 12.02 <br /> X01 o z C8 38.00' 43'06'01" 28.59' L8 N08'51'05"E 15.00' L22 N78'08'04"E 40.72' <br /> PARCE 299�� ���, f�s� �. U � C9 15.00' 92'59'54" 24.35' L9 N81'36'40"W 40.00' L23 N49'35'18"E 11.56' <br /> L24 �0'��y A�2 $S� "' Lo C10 15.00' 90'00'00" 23.56' L10 N83'06'51"W 11.00' L24 N61I0'44"E 17.67' <br /> T CT ,N 0. <br /> N h ti o <br /> C11 15.00 920127" 24.09 L11 N85059'25"W 40.05' L25 N13-28'12"E R 55.00' <br /> S . <br /> SstiN C12 15.00' 96'51'52" 25.36' L12 N86'33'51"E 11.18 L26 I N06'53'09"E(R) 55.00' <br /> N6110'44"E(R) C13 631.00' 0612'43" 68.41' L13 N40'3434"E 10.82' L27 N89039'26""' 0.02' <br /> N67'23'27"E(R) �sr, C14 631.00' 11'03'37" 121.81' L14 <br /> C12 - N06'53'09"E 32.00' <br /> DETAIL N66 30 23 E(R) L21 ��6� <br /> �Z �� <br /> NOT TO SCALE N16'37'45"W(R) L23 � N00'45'42"E <br /> 24.10(16) <br /> L19 r, <br /> 0 <br /> L18 C11 LEGEND: <br /> N16'48'51"W(R) N7512'36"E(R) <br /> BOUNDARY LINE <br /> too <br /> r CENTERLINE <br /> PARCEL 0, �- l!. 14.59 AC:�: <br /> till <br /> 01 © © - - -- MONUMENT LINE <br /> TACT ]NO. 3424( 16) �° �co N o <br /> o 1/4 SECTION LINE / SECTION LINE <br /> CA ca <br /> N86'06'45"W(R) �" N O 2-1/2- DIAMETER BRONZE SURVEY <br /> FI - MONUMENT STAMPED LS 5790 IN MONUMENT <br /> � <br /> N06'53'09 (R) :4- WELL BOX TO BE SET PER (16) <br /> "E <br /> 0 <br /> L17 Go, Z 2-1/2" DIAMETER BRONZE SURVEY <br /> MONUMENT STAMPED LS 5790 IN MONUMENT <br /> r-- <br /> � WELL BOX TO BE SET PER (3) <br /> N06'53'09" <br /> L13 0'o SEE DETAIL. <br /> E R ON THIS SHEET \ " (2) REFERENCE NUMBER 2 <br /> ( ) , <br /> N89#39'2 6 W <br /> 339.313' ��� (M-M) MONUMENT TO MONUMENT <br /> NN89*3926"W -'39.40'(T) (R) RADIAL BEARING <br /> c D.N. DOCUMENT NUMBER <br /> N06'53'09"E(R) z <br /> (T) TOTAL <br /> L15 100.00'(2) MEASURED AND RECORD DATA PER (2) <br /> (M-INT) MONUMENT TO INTERSECTION <br /> L13 ► `' <br /> \1 o� <br /> 0 <br /> N06053'09"E(R) <br /> w <br /> C)to <br /> o N <br /> C>= L-10 <br /> L11 N <br /> C-, N83'06'51"W(R) r NOTES: <br /> N53'47'08"E(R) v 1) SEE SHEET 2 FOR NOTES <br /> CN <br /> 2)SEE SHEET 3 FOR REFERENCES AND BASIS OF BEARINGS <br /> " <br /> ' <br /> N54'3310W(R) <br /> PARCELN uj TRACT NO. 3545 <br /> F SAN JOA <br /> TACT NO. 3544( 16) �� SUBDIVISIONS o UIN COUNTY CALIFORNIA Q <br /> t_8 - MOUNTAIN HOUSE, NEIGHBO'f'v'ln'OOD 'H', UNIT NO. 2 <br /> L9 N10'56'55"E(R) BEING ALL OF PARCEL R OF NEIGHBORHOOD 11-11 <br /> L.3 FILED IN BOOK OF MAPS AND PLATS AT PAGE & , <br /> C4 c5 `;' --C2 Na5.16'31" R) BEING A PORTION OF SECTION 4, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br /> R=2 4 0 0.o o' o�0 6'S 3,0 9» 1- _ ��. .m C3 MOUNT DIABLO BASE AND MERIDIAN, <br /> L=288.4 4 R�2 4 p 0--o_ �_ � lil278 g ' I.6leA �5 POP L5 SAN JOAQUIN COUNTY CALIFORNIA <br /> ......... ...... <br /> p ^N76�31�48h �� _.___. "� CARLSON BARBEE & GIBSON, INC. <br /> A W �g3gg� ._. , <br /> ZA <br /> 806�cv <br /> ~ ENGINEERS • SURVEYORS • PLANNERS <br /> r �•rs 31X48„AR.-r� I_.a �RD W 633 2 SAN RAMON, CALIFORNIA <br /> 'TRA,(-,-f CT :N O. 3 4 2 4 ( 3) `' 4 AUGUST 2006 SCALE: 1"=100' <br /> 673-31 (D.D. SHEET NO. 51)' SHEET 4 OF 14 <br /> Ll/'m7 <br />