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4 / . / 1 <br /> N05052'34"E 54.1 1'(T) N021 1'1 4-E(R) RA R U`." 0 NOR'T(�) , PARCH., 1�1 'I <br /> N85-59�44 �/-f NO. 3J44 ( ' 6) <br /> 27.05' --f i\10 , 36-414 ( lb) N01 10'13"E 54.01,(T) [j RA( <br /> N188*451'.43-W(R) <br /> 27.01' <br /> CC# R,=4969.00' A=02"4559" L----239.92' <br /> CN <br /> SII <br /> 00 <br /> 71 <br /> R=2000.00' <br /> 03 07118" LAJ R=5000-00' <br /> L=1 08-97$ <br /> (M-Pcc) C93 0 C32- 0.0 0' A=03'43 27" 1,=:3 2 4 9 9'( m--m) A=00*44'4*3'$ <br /> C33 C91 L=65�04 <br /> N851 9'1 4'W(ZR) (M,---BC)..... -- ------ <br /> W <br /> of <br /> N85*31'50" R I <br /> MARQUIS WAY N891 51 7"W(R) <br /> R=5031 .00' A=03*58'1 L ,--,348.72 ( 1) <br /> A=00°55'2 9 4" A=00*41 '03" r - <br /> ,rj( 1 <br /> 6=0 0*3 7 3 6 A=00*3 7'36" A=O 0*3 73 5" <br /> 27.00' "W(R) 81 .08 Lo 6 0.0 7' L_ I L- t I LINE TABLE <br /> N86*01'43 55.03 55.02 55.01 <br /> 7 -1 LENGTH <br /> BEARING <br /> N89*30'57"W(R) NO. LENGTH <br /> N87*38'10"W(R �L - <br /> 6' P.U.E. N86*57'07"W(R) ...... N8$15* '46"W(R) N88"5322))W(R) <br /> CL --VI m - <br /> 49 -------- <br /> co (SEE NOTE 5) w L33 N15*50'21"E 16,32' <br /> U-) <br /> -r-, 5,801 SF <br /> CURVE TABLE <br /> 00 <br /> 00 <br /> :4- C�l NO, RADIUS DELTA LENGTH <br /> rl- <br /> co 51 CD 52 01 53 c? -,j 4 <br /> uj 50 5,r/14 SF C14 15.00' 8810'58" 23.09' <br /> LAJ 65 S1 1),/73 Sl V) - <br /> NO3*29'36-E 98.84 5,841 S�- <br /> < < <br /> C21 15.00' 91*14'17" 23.89' <br /> 27.00' 9.670 <br /> C23 15-00' 91'47'03" 24.03' <br /> Wui <br /> WC24 15.00' 85*46'04' 22.45' <br /> V) 48 <br /> Lo LJC31 500.00' 0413'56- 36.93' <br /> 0- 5,506 SF N07049) <br /> 26E 60-56' (n C32 5000-00' 00*27'54" 40.57' <br /> 92 C33 5000-00' 00'29'53" 43.46' <br /> N07*07'04"E(R) <br /> I- , Nop 55.52 NORTH 55.00' NORTH 55.00' LAJ <br /> C) L 6 <br /> 4 6 E <br /> CN NO3*29'36"E 101.21' CN C91 5000.00' 00*29'34' 43.00' <br /> it <br /> c) Of C92 975.00' 00*5425- 15,43' <br /> Lo ► CN --------t------------------t-1 <br /> pal �z I -5N 00*12'36" 18.33' <br /> - �n 1 C93 1 5000-00' <br /> C) m CN to r. <br /> CN L6 Or) <br /> 47 65 NOTES: <br /> 3: 68 cr) <br /> 6776 SF* 67 00 5,513 sv� 641, <br /> 5,564 SF 66 <br /> N1 1*3625'E( �o T-1 5,648 SF 0) CD 1) SEE SHEET 2 FOR ADDITIONAL NOTES <br /> 00 06 <br /> 'q 27.00p v- 5,57 4 SF uj 2) SEE SHEET 3 FOR BASIS OF BEARINGS <br /> r-1 00 F- AND REFERENCES <br /> co V) <br /> 3) SEE SHEET 6 FOR LEGEND <br /> 00 r--) <br /> 4::�-04*jjl 0,, N78*42'49 co 4) SEE DETAIL 'A' ON SHEET 6 FOR TYPICAL <br /> LR) 00 UTILITY EASEMENT AND 1' PUBLIC <br /> X33 _ 00 Z: <br /> 4 2" uj Lo 7' PUBLIC 03 4 01 N89-05'35-W(R) ACCESS EASEMENT DETAIL <br /> "E(R) 5 5.03 A`03'3 7)08" 5) SEE DETAIL 'B' ON SHEET 6 FOR TYPICAL <br /> N1 5050'21 <br /> 00 <br /> A=03*31 '37" 6' PUBLIC UTILITY EASEMENT DETAIL <br /> N/V 15 50-,2 L 6111..5 8 <br /> LC92 42.00' <br /> c), 0) / -- - --1 - ----j ­ - .- <br /> 56.84' f?z=975.0o' <br /> L . <br /> :1)L A a 1z=269,53' <br /> NORTH 360.31'(T) <br /> OL.IVF10 DRIVE <br /> � <br /> 000.00) <br /> 'A==l 5-5 0'21 ��2-76,4 5 <br /> NORTH 142.10'(M-M) TRACT o <br /> NO 3 5 51 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br /> SEE SHEET 9 MOUN TAIN HOUSE, NEIGHBORHOOD 11111 UNIT NO. 8 <br /> BEING ALL OF PARCEL M OF NEIGHBORHOOD ,H, <br /> FILED IN BOOK q I OF MAPS AND PLATS AT PAGE (v <br /> BEING A PORTION OF SECTIONS 4 AND 5, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br /> MOUNTIDIABLO BASE AND MERIDIAN, <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> CARLSON, B A.RB <br /> EE & GIBSON, INC. <br /> ENGINEERS * SURVEYORS * PLANNERS <br /> SAN RAMON, CALIFORNIA <br /> AUGUST 2006 SCALE: 1 30' <br /> SHEET 11 OF 17 <br /> 1 (D.D. SHEET NO. 51) <br />