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LINE TABLE LINE TABLE LINE TABLE LINE TABLE UNE TABLE
<br />NO BEARING LENGIH NU BEARING LENGTH NO BEARING LENGTH NO BEARING LENGTH NO BEARING LENGTH
<br />FNO SUBDIVISION 9309
<br />LIO
<br />Ll N1 6*26'03"W 6.28' L10 N37*37'11'E 100' L19 N3814'08*W 24,00' L28 S46*03'48'W 2Z24' L3,7 N3737'1 1 "E lt36'
<br />[YES
<br />L2 N I 626'03'W 13.77' L11 N37*37'1 1"E I 1 1 6,00' L20 N69*00'00'E t46' L 11 29 NOI*02'36"E lk9o' L38 N40*08'12"W 117.46' -_ 23 RIDG64 RED HAWK
<br />L3 N38 -23'06"W 15�68' L1 2 N37-37 I WE 14.00' L21 N51*45'52*E 33.00' L30 N46*50'450E 80.46' L39 N273001 1030' CONSISTING OF 5 SHEETS
<br />BEING A PORTION OF RANCHO SAN RAMON AND
<br />L4 N3823'06*W 38.56' Ll 3 N37-01 I -E 14�00' L22 N51 -45-52-E 14.00' L31 N28 -00-17-W X86' L40 N40-08'12*W 20.34' A PORTION OF SECTION 32, T.IS., R,]W,, MD�M
<br />o� x
<br />L5 N3823'06'W 22,88' L1 4 N37-37'1 1 'E 16,00' L23 N42-35-081 ZOO' L32 N3814'08"W 5232' L41 N74*09'28"E 76.73' ALSO A PORTION OF LOTS 26, TRACT 2743, IN BOOK 77, PAGE 31 AND
<br />A PORTION OF LOTS I AND 2, TRACT 3280, IN BOOK 107, PAGE 43
<br />2z 00
<br />L6 N4517'35"W 21.05' L15 N51'45.52"E 24.00' L24 N8829'48*W 36.00' L33 N51'45'52"E 5�06' L42 N46'03'48"E 10�93' b'-', TO'VvN OF DANVILLE, C04NTRA COSTA COUNTY, CALIFORNIA
<br />L7 N20*49*33'E 68.32' L16 N51'45'52"E 14M' L25 N4235'08*E 14-00' L34 N27*3951"W 113,32' L43 N3942'24*W 2.41, TRACT 2743
<br />Carlson, Barbee & Gibson, Inc.
<br />- 77 M 31 CJV�LENGNEERS *SURVEYORS *PLANNERS
<br />L8 N16*26'03"W 7.481 L17 S38*53'39"W 38.05' L26 N42*35�'08*E 24�00' L35 N42'38'22*E 8.37' SEE DETAIL C SAN RAMON, CALIFORNtA
<br />00 A' THIS SHEET
<br />N3814'08"W 14.00 52wE 14.0 L36 N4( 5.4'T 8'44"W(R)
<br />L.L9 �� 1 -Y -1-i I - I I - k 24 25 N25*2 SCALE- I"'= 50' JULY 2016
<br />18 N3'7*02'05*W /67&2Q'(T) W 25' 50' 100, 200'
<br />td28.09
<br />91 11�00' , L20
<br />N37'02'05"W 67&20' (T) 22. Lu =E
<br />-r- (I- I"' M' �*' '�r. GRAPHIC S
<br />L3 L 111.16' 11135' 118.66' 11 6�46' 110�51'
<br />L
<br />116*41
<br />M
<br />cn 1 2 0' MIDLAND
<br />100 M tt 0ii
<br />00
<br />5' PUE L_5' PUE WAY
<br />17 'Z BASIS OF BEARINGS,
<br />22,219 SF±
<br />L33 Z: 4 DETAIL C
<br />- - - - - - Cn THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
<br />L36 L34 L3�2 12 p;
<br />3 NOT TO SCALE MONUMENTS SHOWN ON WESTRIDGE AVENUE, THE BEARING BEING
<br />r4
<br />cn
<br />L38 4:: Ila N21*00'00*W PER TRACT NO. 328,0 (107 M 43)�
<br />19 20 m jz� m PARCEL A
<br />Ly; 01j
<br />L:4_0 18 114 PIJ
<br />t
<br />SUBDIVISION 6098 .5 17,080 SF± rn 17,906 SF± 17,77�8 SF±
<br />18,359 SF±
<br />279 M 3 --j -.Z -4
<br />00 cc
<br />iA . I S M &
<br />'L0
<br />REFERENCES,
<br />C) STE
<br />CO- A--9'07*29* r8 - I
<br />16 L18 L19
<br />21,115 SF± A--5858'1 5* 5*0 I'l 1 L=50-80' L19 INDICATES REFERENCE NUMBER
<br />L=37M' L29 (1) SUBDIASION 6098 (279 M 3)
<br />0) L=27.95' 94�00'-
<br />td R=X00' -41,30'- (2) GRANT DEED, DOC NO. 2011-32618
<br />1�0 - r- NtI14'08"W 11&58' (T)
<br />A--4855'040 N3814'WW 135-30' E: w (3) TRACT 2743 (77 M 31)
<br />111,45 3100 43.(
<br />C3 23 85'
<br />L=29.03' 8' (M -M) (4) SUBDIVISION 3280 (107 M 43)
<br />I k C5 N3814'080W 168.30' (M -M) N3814'08"W 161.5
<br />A--47*53'09") '59 0 12 1 C:
<br />-5�.5q , 0"* 95. sjl) %fl- C Q I N38*14'08*w 306�02' (T) WINGFIELD COURT
<br />C14 L=XOT 4kj -_ N, I I" RED TAIL COURT __LT Do$---- -_
<br />041 5.0o'- -9&
<br />808'- 5.06
<br />N50*57'40'E R C6
<br />154.14' k�D LO
<br />N20*0910-SH) LI 7
<br />0) 0.
<br />L43 C-) p L8
<br />22.04' N39*42�24*W 34,4 NOTE
<br />0 &9 5' PUE
<br />IOU 1 00 1, A CHISELED MARK SHALL BE CUT INTO THE TOP OF CURB AT THE
<br />_31 R=34.00' W)
<br />z z PROLONGATION OF LOT LINES, AND A REBAR AND CAP, LS 7960, SHALL
<br />A--42'01'29* r -n BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS
<br />15
<br />0- con
<br />L=24,94' 14 13 -4 12
<br />14,858 SF±
<br />0i
<br />17,032 SF± Vi 15,708 SF± 15,353 SF±
<br />Ln t)
<br />K) I rn
<br />5318' 0* PARCELB m
<br />CO &=110*4618' LEGEND
<br />ON
<br />L=69�.60' L=33.50' 4.03 AC± Z;
<br />m
<br />cb SEE DETAIL A SCENIC EASEMENT
<br />I* THIS SHEET H=34.00' 91 SUBDIVISION BOUNDARY LINE
<br />00
<br />R=34�00' (0
<br />A--48'55'04* �O RIGHT OF WAY LINE
<br />6--48'55'04" '-n
<br />N39'42'24�W 85.21' L=29.03' L= 29� 03' N07'1 2' 21 "E LOT LINE
<br />34,68 14�2 - - - - - - - - - - EASEMENT LINE
<br />13,53'
<br />12�93' B1,53' MONUMENT LINE
<br />0 IT 79.62' 82 14� 0-17'59"W 95. 4#
<br />L1 0-/ N4U-,)1'55"W 95-67' N4 ADiJOINER LINE
<br />.�q ' L2 t4411�5'� N38'14'08_W` 92.55'
<br />�S� R=34.00' 35. RANCHO AND SECTION UNE
<br />A--42'01'29" 2
<br />CURVE TABLE L=24.94' R=34.00�' (T) TOTAL
<br />6 7
<br />0 ETA A__31 *00'10* Crt (R) RADIAL
<br />NO RADIUS DELTA LENGTH LA 11, 359 SF±
<br />DETAIL B 00 11,933 SF±
<br />NOT TO SCALE L=1 8.40' 9
<br />C1 289-00' L= 67�29' NOT TO SCALE m (M -M) MONUMENT TO MONUMENT
<br />(M -PL) MONUMENT TO PROPERTY LINE
<br />CURVE TABLE tk 7' A--27'55'05"
<br />C2 305.00 14'08 41 75�30' (M -M) bo
<br />L)i A--8859'080 L=17.54- 13=3kOO FOUND STANDARD STREET MONUMENT
<br />NO RADIUS DELTA LENGTH
<br />C3 319.00' 14*08'41 7835' L=55.91' A-r-48'55�'040 (9
<br />SET STANDARD STREET MONUMENT
<br />C9 19.00' 90'00'00" 29,84' +00
<br />0 FOUND MONUMENT AS NOTED
<br />C4 36.00' 270'56'32" 170.24' 5 5fr'N 2 5.19, 0)
<br />C10 19.00' 90`00'00" 29.85 DESIGNATED /P ;41-24 IA41
<br />C5 19.00' 2236'17 7�50' AC ACRES
<br />CO
<br />1-6/
<br />C11 36.001 25�9*55'13* 163-31' UNSURVEYED LIME LANDSCAPE MAINTENANCE EASEMENT
<br />1251
<br />PUE PUBLIC UnUTY EASEMENT
<br />C12 19.00' 45'00'00" 14�92' REMAINDER to 16.71'
<br />C6 21M' 21'48'05* 7.99'
<br />C7 139-00' 12'45'24" 30m, A--143*01'00*
<br />SF SQUARE FEET
<br />SCENIC EASEMENT R=34�00'
<br />C13 60,00' 6542'20* 68.81' L=89�86'
<br />C8 101.00' 1712'15" 30,33' 96 AC± SEE DETAIL B N11'3459'E (R) 6--31100'10' TMAE TRAIL MAINTENANCE ACCESS EASEMENT
<br />C14 25.00' 28'05'39* 12.26' THIS SHEET L= I B. 40' SEE SHEET5 STIFE STORM WATER TREATMENT FACILITY EASEMENT
<br />1915-000 �Oo*00' 14�92 SHEET 4 OF 5
<br />
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