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DOCUMENT REFERENCES: PARCEL MAP
<br />R1 SUBDIVISION 3378, FILED IN BOOK 102 OF MAPS AT PAGES 40 & 41, CCCR BASIS OF BEARINGS: MS 451-18
<br />R2 AMENDED OFFICIAL MAP OF UNITS ONE AND TWO, BERKELEY COUNTY CLUB
<br />TERRACE FILED IN BOOK 1 OF OFFICIAL MAPS AT PAGES 25-31, CCCR THE BEARING NORTH 60'28'30" EAST BETWEEN TWO PORTION OF LOTS 364-A AND 364-B AMENDED
<br />RESOLUTION NO. 2009, FILED IN BOOK 2823 OF OFFICIAL RECORDS AT PAGE FOUND 1 1/4" BRASS DISKS WITH PUNCHES STAMPED OFFICIAL MAP OF UNITS 0 N E AND TWO, BERKELEY
<br />HELD -- 595, CCCR "LS 2769" IN MONUMENT WELLS, AS SHOWN ON
<br />MOESER -_-___ -__ SUBDIVISION 3378, FILED IN BOOK 102 OF MAPS AT COUNTRY CLUB TERRACE, ( 1 OM 25)
<br />���• BgsiS OF 160WIDE) Lgj�' - PAGES 40-41, CONTRA COSTA COUNTY RECORDS EL CERRITO, CONTRA COSTA COUNTY, CALIFORNIA
<br />BEgR�NGs E
<br />0•2830'--�- ST. JOHN LAND CONSULTING BENICIA, CALIFORNIA
<br />\•�\°O•.
<br />E 428.48 1428.93R 6 - - `\'-� MARCH 2019 - SCALE: 1" = 60'
<br />448 D 77
<br />-
<br />12 M 40
<br />'/ •\ •� \' ---------------- =_--------- '-; 29 �t�- PAR 1
<br />/ 'iso.A�'� f 448 D 15
<br />2 N 23'27'42�� 60•_02823 OR 595 '47,., .
<br />-- -- _ 275
<br />N 5 1 E 220.68 �,. `�' �- 7.44 44 -
<br />N 52 15 10 E 348.81 R1 S 52'20' 17" W 290.92 TIE-�•,
<br />3o$
<br />MONUMENT DESIGNATIONS (SEE NOTE 3)_ �° \., W -A • o[_
<br />-.� PAR 1
<br />A FOUND 0.15 NORTHWESTERLY OF PROJECTED LINE `
<br />ABBREVIATIONS: � , , � '-� 428 D 83
<br />B FOUND 0.02 NORTHWESTERLY OF PROJECTED LINE-__ __ I 30-
<br />CCCR CONTRA COSTA COUNTY -- ---- o -`v �-� �o�o
<br />C FOUND 0.16 SOUTHERLY OF PROJECTED LINE N RECORDS ; SEE SHEET 3 ; o '-�,- ;N�o ,
<br />D FOUND 0.05 SOUTHEASTERLY OF PROJECTED LINE to
<br />E FOUND 0.44 SOUTHEASTERLY OF PROJECTED LINE N R DEEDS ;, �(� z -75'-�--�J-icy)j
<br />F FOUND S 28' 17'41 W, 0.35 OF LOT CORNER M NON RECORD MONUMENT L� „ I \ D
<br />i _N 52 OS 52 E _22.3.1.8X&� ,� v -
<br />G FOUND N 67'23'20" E, 0.09 OF LOT CORNER OR OFFICIAL RECORDS o - _ _ _ _ /
<br />PAR PARCEL -- - - - - -
<br />H FOUND 0.03 SOUTHWESTERLY OF PROJECTED LINE �
<br />(R) RADIAL BEARING - \ Y• � � -�-- 7 .
<br />J FOUND 0.03 SOUTHWESTERLY OF PROJECTED LINE '� \C� �.? S
<br />Cl CURVE DATA
<br />T TOTAL I `` ;/�Q
<br />K FOUND 0.02 SOUTHWESTERLY OF PROJECTED LINE \
<br />L FOUND 0.04 SOUTHWESTERLY OF PROJECTED LINE L1 LINE DATA L ,•\ \;-- I - --£ p
<br />M FOUND ON PROJECTED LINE
<br />N FOUND 0.02 SOUTHEASTERLY OF PROJECTED LINE���
<br />P FOUND 0.16 NORTHWESTERLY OF PROJECTED LINE o so 120 180
<br />0 FOUND 0.22 NORTHWESTERLY OF PROJECTED LINE"
<br />',2
<br />"' 10.05 .�
<br />N
<br />; �-N'---_.,__
<br />6 - y
<br />�, "�--�52 yy I ��% ��% 63'4622 P v
<br />C:I�F�VE DATA: LEGEND: oo ,�o� - -_-�� ' E /�.'�
<br />CURVE
<br />RADIUS
<br />ARC LENGTH
<br />23'27 42
<br />DELTA ANGLE
<br />Cl
<br />1 1 1.00
<br />18.98
<br />60',30'47'r
<br />9'47 44
<br />C2
<br />100.00
<br />48.61
<br />58'07 22
<br />27'51 02
<br />C3
<br />175.00
<br />30.30
<br />37'01'52"
<br />9'5508
<br />C4
<br />25.00
<br />40.98
<br />93'55 30
<br />C5
<br />120.00
<br />50.97
<br />146'01 43
<br />C6
<br />1 1 1.00
<br />71.94
<br />37'08 02
<br />C7
<br />202.00
<br />59.74
<br />16'56'38"
<br />C8
<br />10.00
<br />19.69 (20.06
<br />145.44
<br />R3)
<br />112-48'41 "
<br />18*49'32"R
<br />C9
<br />1295.00
<br />1
<br />- - --_.
<br />OO FOUND 1 1/2" BRASS DISK „IN "1 00 C ��1� O�pB-"'�-.s-����Q I
<br />MONUMENT WELL, STAMPED LS L42, 100
<br />2769" PER R 1 / 5�'-~''� _0_
<br />�-- S�35.02 `,` �� `�-`�_ I o N/ ,
<br />* FOUND OLD FAINT CHISELED CROSS r3 8S•'�, ``-'�' � '"-----___ ~; � f
<br />ON TOP OF OLD CURB, RE -SCRIBED / ^?•'6 8 0010 --'I - �;► 0.0 3. • 02; �9.41WITH SAW, NRM of S
<br />II
<br />54'11'52" W
<br />(RI!Qa_ ---------------- ---
<br />FOUND 5/8" REBAR, NRM, AS 11 S 6
<br />' ; NOTED m �-
<br />W- I j I ---------------I ,
<br />UNE DATA: • FOUND 2 1/2" IRON PIPE � ;� I $7 oI c6 -'r
<br />f
<br />/ � I I o ao '
<br />LINE BEARING DISTANCE
<br />L1
<br />S
<br />23'27 42
<br />W
<br />20.40
<br />L2
<br />S
<br />60',30'47'r
<br />--W-8.00
<br />1_3
<br />N
<br />58'07 22
<br />E
<br />67.25
<br />L4
<br />IN
<br />37'01'52"
<br />El
<br />53.00
<br />CONCRETE FILLED WITH NAIL AND ; 1088 .01 I I __---- -- o a' 0 i
<br />TAG, STAMPED LS 2452", NRMS 11-21-11" W
<br />co
<br />E A-
<br />---------- Lu
<br />PARCEL LINE 1 ` 71 I rn �o '
<br />I - »
<br />EASEMENT LINE , �, Iw0c)
<br />NOTES: s"'�-------------- 0 �� ��� ' M-
<br />------ A I .7- I U-)
<br />O,p
<br />1. ALL BEARINGS SHOWN HEREON CAN BE - TIE ,� I NI I -- o- __-__--__ �, Z
<br />ROTATED COUNTERCLOCKWISE BY oco; �r7 __
<br />00' 01' 52" TO MATCH BEARINGS PER R2. OLD PARCEL LINE , / gip/ I: ' I r'�' ►moi' MI -- �i J
<br />2. ALL DISTANCES AND DIMENSIONS ARE ,,� ;�' __-_----� ; + V) Z' 373
<br />SHOWN IN SURVEY FEET AND DECIMALS / F"- I I 0.00 50_14 _-69. 86 t = '
<br />cn 0 50 00_
<br />THEREOF. /-' .co`L ; 6$ :2--- - 9.75 9.44
<br />3. ALL TIES ARE PERPENDICULAR UNLESS ti/ 357 G 39 8�--� 9 91 J =K " L3
<br />/ "%K - R=1025.00 L 288.204 16 06 35 L I
<br />OTHERWISE NOTED. C ( 179 66,219.46 ' 9.98
<br />4. ALL D AMETERSWERE UNLESS OTHERWISE SE NOTED INSIDESURED AT s•���5 42.0047*I VENUE ______-----------------------------`--____,, I
<br />lo
<br />APN 505-221-041STOCK0 w`pE) - SHEET 2 OF 3
<br />5__�
<br />a__ 15 / ( "I'D
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