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SEE SHEET 7
<br />PARCEL N,5512'52'�(R) N55.12 *52NE(R)
<br />SUBDIVISION 18.28&n PARCEL A 17.068m 10.668m I
<br />9144m 9.144m 8:534 8.534rn EXISTING TINE pSF
<br />372 � 1. ..
<br />R 72 M 7
<br />N 5`1 52 E � i N55`t 2'52 "E 56.388m N 5'1 2`52 "E
<br />41 24.079n 1 a? . -
<br />� 18 288 I
<br />o c" N5 *i 15.240m 15.240m N55`12'52 "E 86.259m(M M) 14:6 ^ 14.630m - o �, l 24.079m ,76 1 52" E
<br />3. m - - EXISTING PSE �+ ## 55.474�(M -M) E
<br />•-
<br />(m 4L w-I ; 1 PEI'; 372 M 7 C A N E 1 E LANE 4:1
<br />AI551 25 2"'E N`55"12`52 "E 1096728x*
<br />0/
<br />i
<br />24.384 9.144m 9.144m 24.3841m 18.288m 184288m 18028 t8:2 12.192ira of 1Or
<br />1.1'P1 2
<br />12 rn 2
<br />r r `' 642.3 sq. m. .--. 642.3 sq. m. � 9 7 E
<br />� J0 . I
<br />`' 557.4, 557.4 557.4 -"�� 557.4 549.4
<br />{
<br />�., N5`a'12'S2 "E 4 N5512'52 "E � sq, m. sq, m, sq4 m, sq. m. z sq. m. N
<br />i`. 30.4I rn n 30.48 m ,
<br />5 r' 1' 55'42 52"E N55'12'52 "E . N'55012'52 "E N5512 "52�E N` 5.12'52"E
<br />cv 1 B.2g£I°n 18.24 t8.2$'8rn 18.28 18.21
<br />00 o6 557.4 sq. m. c> I 557.4 sg. m.
<br />5'1 'S " � '`� ",�::# �- N55'i2'S2 "E � �, 1.524 --� c-•'
<br />r=1 N30.480rviE 30.480rri t 8 I .
<br />{ ! 15 16 17 5, i
<br />1 2 a I 18. 8 529.5 529.5 529.5 . m. , q* M
<br />r 1 . � 1r c%j C1� a oo r r �' 595.9 sq, m. sq. m. sq. rn. N ?"56'34" R C
<br />to 595.7 sq, m. 9.144m 9.144 i +r> sq, m.
<br />24.384m _ 24.384m 18.2888 18.288m 18.288m 6.814 , ,.�' ��65.5 %t CS
<br />r w lc,
<br />w. �`� 78'54'47` R Lr
<br />N551V52 E N55'12'52 "E 86,062r _�
<br />18.28'8, 1 1 " � + _
<br />" �c> N55"t 2 52 E 116.739xr� ki M as
<br />A = r3 N55'1 52 E .' j cue+ 15.240en �ci� (. )
<br />150240mi ,r �r �+► 15.437m
<br />' N _ I £ N5512'5"E 86.062m � N06 2131 "
<br />v6 ad c
<br />z.,�,
<br />24.384r Y 24.384wn 18.288m 18.288m 18.288M 6.814 ``� �� 1 3 �
<br />9.144m 9.144x,
<br />1.524rv►-1 `�`' 1418'43'42 "'R cA
<br />Lo
<br />�� j ° 595.9. sq. M. � 18 2 I � 95m °' 2 2 J � ° L
<br />7
<br />,{i r-. + sq. ` Yr c�i €" ;� 1 � 468.4 ;a
<br />N55`t2'52"E { � i N "55'12'52 "E 529.5 529.5 529.5 : i � rr sq, me
<br />r- sq, m. sq, m. sq. rr�. 503.4 : 1.524
<br />�11.0 ma
<br />Q 30.80 1'` 30.48flm sq. ►, pUE A V9
<br />00 �-
<br />1 .4 ti #_ L1.524m � N5'51 2'52 "E N55`12'52 "E N55.12'52 "E N55"I2"52'E N5:512'52 "E co I
<br />c.� 39: PUfr `°4 18.288r 18.28$rri 18.2`88m 18.218m 1$.2$8rn
<br />00 557.4 sq. m. ca 557.4 sq. m,
<br />213 N5-5'12'52 "E � � � 00141 � i co � t) 29 3 r r
<br />A
<br />30.48Om 30.480m
<br />i1
<br />SEE SHEZ, �
<br />QAtM roc RrA01Wr.1Z
<br />THE BASIS OF BEARNGS FOR THIS MAP IS DETERMINED FROM
<br />FOUND MONUMENTS SHOWN HEREON: THE BEARING BEING
<br />NORTH 89030'09" WEST PER SUSDI\ASION 7736 (372 M 7)
<br />ALONG THE CENTERLINE OF BALFOUR ROAD, CALIFORNIA
<br />COORDINATE SYSTEM ZONE 111, (NAD 27), TO OBTAIN
<br />NA-1) R RFARINPq RnTATF All RFARING� SHOWN ON
<br />CURVE TABLE
<br />CURVE
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />6.09fim
<br />L2
<br />9.576m
<br />C2
<br />9.144m
<br />41 X37'39"
<br />64564m
<br />C3
<br />14.326{
<br />4' 3"
<br />6.268m
<br />C4
<br />14.326m
<br />106`03'76"
<br />28.518ra
<br />LINE TABLE
<br />LINE
<br />_BEARNG
<br />LENGTH
<br />Li
<br />145512 °52" E
<br />6#096 m'
<br />L2
<br />N14'48'52-I R
<br />4 486m
<br />L3
<br />N847234 I 8 R
<br />4.4 6.M
<br />L4
<br />0C47' i8 "W
<br />12.192m
<br />THIS MAP CLOCKWISE 00 "00'53 ".
<br />91268 --6.0 A.P.I. 01 0� 171700.2, 11 1133, CI04, 0th 8t 1301
<br />ft
<br />m 6 ij:
<br />�d
<br />ui
<br />_E
<br />.E
<br />C5
<br />Ln
<br />tip
<br />0
<br />Gk�
<br />o
<br />v L,�1
<br />SUBDIVISION BOUNDARY
<br />etric
<br />LOT LINE
<br />-- EASEMENT LINE
<br />MONUMENT LINE
<br />--- - CENTERLINE
<br />(T) TOTAL
<br />(R) RADIAL
<br />(M -M) MONUMENT TO MONUMENT
<br />(M -PL) MONUMENT TO PROPERTY LINE
<br />(M -CL) MONUMENT TO CENTERLINE
<br />(PL -CL) PROPERTY LINE TO CENTERLINE
<br />(M -S) MONUMENT TO SPIKE
<br />@ SET STANDARD STREET MONUMENT
<br />EXISTING STANDARD STREET MONUMENT
<br />♦ FOUND RAILROAD SPIKE
<br />PUE PUBLIC UTILITY EASEMENT
<br />( ) RECORD DATA AS NOTED
<br />sq. m. SQUARE METERS
<br />HA HECTARES
<br />PSE PUBLIC SERVICE EASEMENT
<br />21.33fim PSE
<br />PER 372 M 7, SUBDIVISION 83,83
<br />BEING ALL OF PARCEL ONE, AS SHOWN ON THE PARCEL MAP OF
<br />SUBDIVISION WS 551 -98 (175 PIS 43), CONTRA COSTA COUNTY RECORDS
<br />CITY Of BRENTWOOD
<br />CONTRA COSTA COUNTY CALIFORNIA
<br />CARLSON BARBEE & GIBSON, INC.
<br />CIVIL ENGINEERS « �# WON, t:� MANNERS
<br />SAN tiAkfON, CiAI.: FORMA
<br />SCALE: 1:53 rn DATE: JUKE 2000
<br />SHEET 5 OF 7
<br />V7, q, ILI
<br />
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