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C-) <br /> N64-06'57-W(R) SEE SHEET 7 <br /> ri CIV <br /> 25:po <br /> P.U.E. & 1' P.A.E. <br /> (SEE NOIT-- 4) <br /> p <br /> (o <br /> '0�' <br /> . 00 N83 34-EK <br /> cr <br /> m <br /> ' ' <br /> LINE TABLE <br /> co N6 w N79*4519"W 95.00uj <br /> J?8' <br /> $Z <br /> NO. BEARING LENGTH <br /> Q) <br /> C66 w 12142, -00 <br /> C14 (Z) L34 N15°50'21"E 56.84' <br /> °° ®r L35 N3518'23"E(R) 16,06' <br /> cp 31 00 31.00' <br /> N60-05'00-E(R) \ �p- - <br /> cp t--3 16 <br /> �,403 Sl- <br /> N57-37-19-W(R) 7 A <br /> II <br /> "1 11>1 <br /> 5,829 Sl 11>1 CD CURVE TABLE <br /> c) ro <br /> (-�I ;;u 113 NO. RADIUS DELTA LENGTH <br /> Nj <br /> N80#46'09"W(R) 102.40co <br /> QUESTA COURTI. " 110 C15 15.00' 931447 24.41' <br /> V-- " <br /> V) C:> <br /> C) C22 15.00' 86*53'59" 22.75' <br /> :D <br /> C) i C34 2000.0000*36'29" 21.22' <br /> L' c) 00 ca <br /> OD <br /> 1 1 I I'-�' <br /> CAp C0 C35 2000-00' 00*45'15" 26.32' <br /> . <br /> Rzzz49.0 0' C:) <br /> c� I Co C65 50.00' 55'48'03" 48.70' <br /> cy) 1.7 N82.'06'36"W(R) <br /> 6 C66 50.00 23`04'34" 20.14' <br /> Co /,),54 SF <br /> W Lo P, <br /> c� <br /> J,106 SF It 1> 46 <br /> Ld 4w C> C93 5000.00' 0012'36" 18.33 <br /> 3- rlo 1 P.- ;' <br /> 31-15 <br /> ul 49-01 %--�E L <br /> ©>1 fAR( 0 <br /> P- 'f'f?AC-l' ]NO, NOTES: <br /> LJ ............ D <br /> V) N69-1 66+04¢ c) <br /> r") CD <br /> 9'25 <br /> W 53 57) t54.ff �l>1 3544 ( 16) 1) SEE SHEET 2 FOR ADDITIONAL NOTES <br /> C) N:) -;2,- <br /> 10.43' --j CD <br /> N77*26'25"W N85- 3'22N N82'25'35"W R 2) SEE SHEET 3 FOR BASIS OF BEARINGS <br /> CA - zt <br /> 6 flo AND REFERENCES <br /> co <br /> C) <br /> C> 1 <br /> 3) SEE SHEET 6 FOR LEGEND <br /> 9-- 00 a)M 4) SEE DETAIL 'A' ON SHEET 6 FOR TYPICAL <br /> cl) 3 <br /> ") I "v C) 00 7' PUBLIC UTILITY EASEMENT AND 1' PUBLIC <br /> C) co r-, -4'- <br /> 2 I it ACCESS EASEMENT DETAIL <br /> 00 -_j ---. <br /> ("i 5,871 Sl 5) SEE DETAIL 'B' ON SHEET 6 FOR TYPICAL <br /> 21 C) CD -N84-33'59-W(R) <br /> C) 00 6' PUBLIC UTILITY EASEMENT DETAIL <br /> 19 <br /> 5,768 SF 20 <br /> �Aj 6' P U-t I <br /> v- m 5,692 Sl r�o <br /> 5,753 SF C31 (SE�t Non, 5)---1 <br /> 00$ <br /> co L.0 N84-42'45-W(R) 31.0d' <br /> 1. N021 1'1 4"E(R) <br /> Z: <br /> eo <br /> 0 8. <br /> L 07 37 <br /> 110 <br /> 67.09, 4t� c <br /> A=08*06 't'? A=-06°1 9 1,2.6," L - — <br /> p r— -1-1.1' -J <br /> L =6 6.9 2 L=5 2-11' N85-19'1 4'W(R) <br /> L <br /> 87-48,46"* cl� <br /> .......................................... <br /> C <br /> 73*00' to N87.48�4b"w <br /> — "61 CA <br /> `3$•24'02" L_=31 7,01 ( T) P. 441 S I-, <br /> 4617 <br /> 04-f? �01 A VEN PNO A VENUE "W I 01.8b' <br /> 0.oo$ N85-31'50"W(R) <br /> tAB7'48�46 <br /> 4�2 4 0 <br /> ":209'70 01 490 <br /> `04—M) 4' <br /> R 500.00' A=-1 3*39'07" 9 <br /> to '— CA c:) <br /> 0 <br /> N15-50'21"E(R) <br /> C) TRACT NO, 3 5 51 <br /> SEE SHEET 11 SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br /> D-UOO I I <br /> MOUNTAIN HOUSE, NEIGHBOi\,n UNIT NO. 8 <br /> BEING ALL OF PARCEL M OF NEIGHBORHOOD 11-11 <br /> FILED IN BOOK q I OF MAPS AND PLATS AT PAGE & <br /> BEING A PORTION OF SECTIONS 4 AND 5, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br /> MOUNT DIABLO BASE AND MERIDIAN, <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> CARLS®N, BARBS: GIBSON, INC. <br /> ENGINEERS * SURVEYORS* PLANNERS <br /> SAN RAMON, CALIFORNIA <br /> AUGUST 2006 SCALE: 1"-30' <br /> 673-31 (D.D. SHEET NO. 51) SHEET 8 OF 17 <br />