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CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />24.50'
<br />90'00'00"
<br />38.48'
<br />C2
<br />24.50'
<br />89'59'57"
<br />38.48'
<br />C3
<br />1118.50'
<br />0'59'34"
<br />19.38'
<br />C4
<br />568.50'
<br />2'27'18"
<br />24.36'
<br />C5
<br />1018.50'
<br />1'20'09"
<br />23.75'
<br />do,`0 `9stJ^g
<br />19
<br />75 ASF ,
<br />° oq' Ns4,656 SFt
<br />90
<br />Q
<br />08 N34'20'41"E(R) 76
<br />6,542 SFt: 0
<br />4�6, `,�j6 4�1' `3 � \ �v /, ..� rbc✓ ��`1' p� j �• S, ��' �s�,
<br />s20?;
<br />Iry
<br />5,29
<br />040 SFt
<br />. s5f3
<br />,N
<br />28
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED FROM FOUND MONUMENTS
<br />SHOWN HEREON: THE BEARING BEING NORTH 4643'47" WEST ALONG VINEYARDS
<br />PARKWAY PER SUBDIVISION 8796 (491 M 4). THE BEARINGS SHOWN ARE ON THE
<br />CALIFORNIA COORDINATE SYSTEM ZONE III (NAD 83). DISTANCES SHOWN ARE GROUND.
<br />MULTIPLY DISTANCES SHOWN BY 0.99993419 TO OBTAIN GRID DISTANCES.
<br />REFERENCES:
<br />(1) SUBDIVISION 8796 (491 M 4)
<br />(2) SUBDIVISION 8910 (502 M 17)
<br />� l \
<br />197 ��� o fig , 7,326 SFf a
<br />LINE TABLE �S 000,�(b' Q _ �� LEGEND
<br />NO BEARING LENGTH o � NS h 8p � •�° 0
<br />L1 N52'44'48"W 20.93' �,,h� 198 �,^� \ �,q�S, °� \ 4' N SUBDIVISION BOUNDARY LINE
<br />5,714 SFt � � A '�
<br />L2 N53'59'08"W 10.07'��00' A�,6sRIGHT OF WAY LINE
<br />L3 N53'S9'08"W 8.33' 199 moo, (J 1' l �'S�• C.a`� LOT LINE
<br />— `�``✓ ,�, AS 5,741 SFt ��SS t39�S� — — — — — — — — — — EASEMENT LINE
<br />SS�9,00' rev �0' Ns �/�'(8`�3 , — MONUMENT LINE
<br />200 � `�9' FJ ?��
<br />,moo o`O �S� T) TOTAL
<br />�f o SO�9' N 1�8 �~'h 5,769 SFf •.`�o J�`' \ �2,6�' I (R) RADIAL
<br />�C
<br />o�� SSS9 �i ,.�� .off ��°04 (M -M) MONUMENT TO MONUMENT
<br />201 l
<br />�~7 cO� �6 .�'`�' F} \ �'`�i'�`?o `� (M -PL) MONUMENT TO PROPERTY LINE
<br />R�Ipp °'8S°, o� 147 o Op. NSSSB°°, 7,007 S ,��, gS° �,, O SET STANDARD STREET MONUMENT STAMPED LS 7960
<br />S
<br />4,867 SFf 0`b* 905 ,•�� ~ °� ~°°�' COFOUND STANDARD STREET
<br />2 � `SS16,. � '�0 2O2 ^� � PUBLIC UTILITY EASEMENT MONUMENT
<br />s°. ��51�h !. � o`��. 600, N S6 �~'h 5,829 SFt •.� AS PUE
<br />,0 146 o s. o, -,0.
<br />�S9 cS �, o SS 0 r� �0 SDE STORM DRAIN EASEMENT
<br />00 , N�9� Aj. "� 4,704 SFf off. 905 ,�h
<br />�S hyo 203 �l�, '� \ SE SIDEWALK F EASEMENT
<br />145 00' �"' 5,856 SFt .,`ti SF SQUARE E
<br />�.0 `7 goo �,o NSSS600' r<v RELINQUISHMENT OF ABUTTERS' RIGHTS, AND PRIVATE
<br />4,704 SFf o, 905, 0 204 0, / / / / / / / / / ACCESS PROHIBITED
<br />^ham S6 � SFf
<br />S90Sh Cj� o ,00 144 ©o 00' '�'80 . 5,908
<br />130 �'`�' \ X 800' ��S4a �` Z�t�,�6� . \ 4,704 SFt r�0,4' '90�� ti``� G
<br />205
<br />6¢�J
<br />0349-50
<br />APN. 007-380-027
<br />BEING A SUBDIVISION OF PARCEL "R" AS SHOWN ON THE SUBDIVISION MAP
<br />ENTITLED "SUBDIVISION 8796, THE VINEYARDS AT MARSH CREEK" RECORDED IN
<br />BOOK 491 OF MAPS AT PAGE 4, CONTRA COSTA COUNTY RECORDS.
<br />BRENTWOOD, CONTRA COSTA, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAMON, CALIFORNIA
<br />SCALE: V= 40' NOVEMBER 2016
<br />40' 0' 20' 40' 80' 160'
<br />GRAPHIC SCALE
<br />SHEET 12 OF 18
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