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LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N65'45'37"W
<br />7.93'
<br />L2
<br />N05'40'01"E
<br />15.91'
<br />L3
<br />N11 "18'10"W
<br />80.92'
<br />L4
<br />N48'58'49"W
<br />14.33'
<br />L5
<br />NO3'58'49"W
<br />15.04'
<br />L6
<br />N62'27'04"W
<br />5.00'
<br />L7
<br />N65'45'37"W
<br />12.75'
<br />L8
<br />N63'18'45"W
<br />5.00'
<br />L9
<br />N26'41'15"E
<br />37.54'
<br />L10
<br />N54'39'45"W
<br />36.95'
<br />L11
<br />N54'39'45"W
<br />28.22'
<br />L12
<br />N54'39'45"W
<br />28.22'
<br />L13
<br />N27'32'56"E
<br />10.35'
<br />L14
<br />N27'32'56"E
<br />9.82'
<br />L15
<br />S65'45'37"E
<br />8.31'
<br />L16
<br />S48'58'49"E
<br />13.
<br />2 6
<br />SUBDIVISION 8907
<br />REFERENCES.
<br />�' F
<br />LuVINEYARDS AT MARSK CREEK
<br />58p68J�'04-��.l�j�,N��,,�pCE u, (1) SUBDIVISION 8796 (491 M 4) THE
<br />0 3,5 88, �'1 " (2) SUBDIVISION 8910 (502 M 17) F PARCEL "R" AS SHOWN ON THE SUBDIVISION MAP
<br />goo (r) 0 N75 2012 W BEING A SUBDIVISION 0
<br />23.42' N h ENTITLED "SUBDIVISION 8796, THE VINEYARDS AT MARSH CREEK" RECORDED IN
<br />T rw 6415 BASIS OF BEARINGS: BOOK 491 OF MAPS AT PAGE 4, CONTRA COSTA COUNTY RECORDS.
<br />() "� h 2a SDE I o
<br />35 0 BRENTWOOD, CONTRA COSTA, CALIFORNIA
<br />6,083 SFf o� N' THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED FROM FOUND MONUMENTS >-
<br />N615415, ^� SHOWN HEREON: THE BEARING BEING NORTH 46'4347 WEST ALONG VINEYARDS Carlson, Barbee & Gibson, Inc.
<br />�11(4z3j" J `�, 8911 PARKWAY PER SUBDIVISION 8796 (491 M 4). THE BEARINGS SHOWN ARE ON THE CIVIL ENGINEERS *SURVEYORS *PLANNERS
<br />M� �215g 34 =`' W I CALIFORNIA COORDINATE SYSTEM ZONE III (NAD 83). DISTANCES SHOWN ARE GROUND.
<br />° b
<br />8,020, SFf o o MULTIPLY DISTANCES SHOWN BY 0.99993419 TO OBTAIN GRID DISTANCES. SAN RAMON, CALIFORNIA
<br />420' 154153�h 158op `' N1'1'35"w(R) o � I SCALE: 1" = 40' NOVEMBER 2016
<br />``'�, Tn � J2� 84' � <1 ~' N2'30'05"W(R) C28z I 40' 0' 20' 40' 80' 160'
<br />�i UOr�(M.'y%iiiii�illill" N20-44'36'E(R)
<br />\�
<br />7.6 �1 ,�J N6'49'26"W(R) 34 03 ��r14 ° '
<br />150' r N61541' ° 115 C1 3 R,3 GRAPHIC SCALE
<br />/ 153�'�7' °pop- PARCEL 1\1
<br />31 84, w9 (PU 1 C2
<br />io ` \ ) PAR
<br />� '' "' 40.64'(M -M) C23 M -M 163
<br />q �� A `C�LN84'19'59'W ° ° R 250.0 , s
<br />2 (�3 -� °
<br />/ 10'A 7,780 SFfto
<br />oo
<br />h N17'38'39"E(R)s
<br />33'JO?Opp 8,665 SFf 1 8Sp'23
<br />Q / �
<br />4,896 SFt /, /C,`�- / 8
<br />?�04- /
<br />cl�
<br />1 � ,% / � / 12
<br />22 0.00' 14 4°'� / �``� / / 6,473 SFt "
<br />5,455 SFf / / N48 28 30 E(R)
<br />4
<br />,896 SFf / w
<br />r
<br />�ryoo / '84154y' Jp /V622jp44 / oo ;V,ry Q// N6??�0 , N52'38'42"W(R) ,-
<br />// 21 15 X29, // �� , ��' // 11
<br />4,896 SF± 5,421 SFt ti �o�O / N62�,446 SFt N54'08'02"W R
<br />'
<br />4K� 622 J°'
<br />OO// 8415 10 N�04" pUF / rw // 110 VEL
<br />�•/ 200, °`
<br />20 16 215'' /:�� ,;�``' / 10
<br />/ 4,896 SFt 5,386 SFf / �ry =� / Sys??� ,200 SFt N56'21'06"W R
<br />. Sp
<br />p0,
<br />17
<br />moo. 19 �,`ti 5,527 SFt /v �� / N58'33'37"W R
<br />N\ 6,611 SFf ^o. N640p� / 18so
<br />° /
<br />0!01 /'UF 7,844 SFf
<br />S4`39 �r� �cb•©i �`Q`� h ,��0 ° rylY(/i J / � 18 D
<br />sly6shog �'' \ � .1 11163 1,63, /
<br />p 3 ^�
<br />1>(�`� �o� Cg ~ N27'18'08"E(R) 18 / c,'� /,� C`O
<br />205 ��41 8,100 SFt
<br />5,173 SFt v
<br />��gJ( o/ ory / 8'18//
<br />� N62'00'04"W R
<br />49 C moo bo
<br />206
<br />° `M'M) N6� ¢6 0 , _ / 1, . �w (R) rp3 ;`� moo./ C
<br />6 80' o
<br />N Z
<br />46 7
<br />w
<br />l 6,• N
<br />�'��1l,r 1 0?"99 o /�; / 5,212 SFf
<br />04,
<br />1/v 208l r R) 1p315p,
<br />J
<br />APN. 007-38
<br />0349-50
<br />L16(M-PL)
<br />6'41'16"W R LEGEND
<br />/R/
<br />tig
<br />----------
<br />116po�/
<br />(R)
<br />(M -M)
<br />(M -PL)
<br />O
<br />�1T' PUE
<br />6 SDE
<br />SE
<br />SF
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />179.50'
<br />26'44'27"
<br />83.78'
<br />C2
<br />278.50'
<br />0'58'31"
<br />4.74'
<br />C3
<br />190.00'
<br />2118'18"
<br />70.65'
<br />C4
<br />19.50'
<br />99'54'17"
<br />34.00'
<br />C5
<br />652.00'
<br />6'35'44"
<br />75.05'
<br />C6
<br />250.00'
<br />18'34'22"
<br />81.04'
<br />C7
<br />19.50'
<br />87'33'08"
<br />29.80'
<br />C8
<br />24.50'
<br />81'21'00"
<br />34.79'
<br />C9
<br />381.50'
<br />8'02'07"
<br />53.50'
<br />C10
<br />381.50'
<br />13'06'17"
<br />87.26'
<br />C11
<br />381.50'
<br />5'04'10"
<br />33.75'
<br />C12
<br />24.50'
<br />88'07'00"
<br />37.68'
<br />C13
<br />1372.00'
<br />1'44'13"
<br />41.60'
<br />C14
<br />1390.50'
<br />1'52'52"
<br />45.65'
<br />SUBDIVISION BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE
<br />EASEMENT LINE
<br />MONUMENT LINE
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />SET STANDARD STREET MONUMENT STAMPED LS 7960
<br />FOUND STANDARD STREET MONUMENT
<br />PUBLIC UTILITY EASEMENT
<br />STORM DRAIN EASEMENT
<br />SIDEWALK EASEMENT
<br />SQUARE FEET
<br />RELINQUISHMENT OF ABUTTERS' RIGHTS, AND PRIVATE
<br />ACCESS PROHIBITED
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C15
<br />1390.50'
<br />3'25'58"
<br />83.31'
<br />C16
<br />1390.50'
<br />1'33'06"
<br />37.65'
<br />C17
<br />1250.00'
<br />2'12'59"
<br />48.35'
<br />C18
<br />1250.00'
<br />213'04"
<br />48.39'
<br />C19
<br />1250.00'
<br />3'26'27"
<br />75.07'
<br />C20
<br />1250.00'
<br />212'31"
<br />48.19'
<br />C21
<br />1250.00'
<br />213'04"
<br />48.39'
<br />C22
<br />1250.00'
<br />1'29'20"
<br />32.48'
<br />C23
<br />250.00'
<br />1'57'30"
<br />8.55'
<br />C24
<br />1353.50'
<br />212'59"
<br />52.35'
<br />C25
<br />1250.00'
<br />5'57'26"
<br />129.97'
<br />C26
<br />1353.50'
<br />1'46'04"
<br />41.76'
<br />C27
<br />1250.00'
<br />2'17'33"
<br />50.01'
<br />C28
<br />237.00'
<br />4'54'42"
<br />20.32'
<br />SHEET 15 OF 18
<br />kJov - J V
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