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PARCEL MAPS 24-025
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VOL 24 001-100
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PARCEL MAPS 24-025
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01 y4wow 015 c <br /> '00eI <br /> NON-EXCLUSIVE PRIVATE ACCESS <br /> FOUND 3/4" IRON PIPE(l 2 EASEMENT ACROSS PARCEL 1 FOR <br /> (NO TAG) N85'18'36"E THE BENEFIT OF PARCEL 2 FOR FUTURE GRANT LINE ROAD <br /> .,5 ,�01 ,, FOUND 6" X 6" CONCRETE 0.42' ACCESS PURPOSES ONLY TO BE RIGHT-OF-WAY LINE <br /> 0 ,*1 ��� MONUMENT WITH PIN (1)(12). 0.22 '23°'E 963.22' GRANTED BY SEPARATE DOCUMENT. <br /> �b'b , DISTURBED PER (1)(12) 000.06(T) N85 23 FOUND 5 8 REBAR WITH p ARCEL 2 <br /> �ti, N8518 36 E 2 I N04'39 00 W 30.00 CAP LS 4334. NO rn <br /> o <br /> N85'19'29"E (N04'40'22"W)(12) RECORD. N85'18'3 TE _ C� <br /> ,. <br /> 280.15 1461.47' I � 318662 50,01' <br /> - i`- N85'23'23"E „ C7; pA - 26 QQ` <br /> W RCF <br /> ' I ------- - '18'36"E 2000.04 I 11.09' FOUND 3/4 IRON PIPE WITH � C <br /> N8519 29 E 2002.62 N8518 36 E 2000.04 N85 13 <br /> -----f - -- - - I TAG LS 5412 PER (6) m <br /> > I I N04 39 00 W 30.00 0 268.610, 916.07 <br /> N04 40 59 W ' ' <br /> z 8518 36 E 545.4 N85'18 36 <br /> 30.00 I (1.69')(7) N85018 361)E N <br /> �� 1.62' 538.59' N00'29'42"E <br /> FOUND 6X6 CONCRETE N00'29'42"E 43.18' <br /> FOUND 6"X6" CONCRETE MONUMENT MONUMENT WITH PIN (1)(2). N85'18 36 E 1461.47' �%3ZI:�IRON <br /> 43.18' DETAIL G <br /> WITH PIN (1)(12). HELD FOR DETAIL D HELD FOR ANGLE POINT OF PIPE WITH <br /> DETAIL C TAG LS 5412 TO BE NTS <br /> ANGLE POINT OF RIGHT-OF-WAY NTS SOUTH RIGHT-OF-WAY LINE DETAIL E SET PER (7) <br /> NTS LINE <br /> NTS <br /> z <br /> 9 10 <br /> MI o <br /> u -::c <br /> I � 16 15 <br /> CID <br /> w <br /> ov � z <br /> 0 o � I �- SEE SHEET 3 FOUND AXLE IN MONUMENT WELL. <br /> �, z I I Q ACCEPTED AS THE NORTHEAST 11, 1y , <br /> 00 ^^ CORNER OF SECTION 16(10)(11) 30� <br /> �r Q �, PARCEL 1 z �=^ o -- -- 60 <br /> Z: 0 O I 30' <br /> 1 ons � Z <br /> �� L <br /> C-> o O w I coo coo N w <br /> N <br /> �.> � w r- o I � <br /> www �? <br /> Z O <br /> z PARCEL 3 z o l F,4 0 0 0 o GRANT LINE ROAD NOTE: <br /> z ui <br /> zzzz Y <br /> o o N v I z `� GRANT LINE ROAD IS SHOWN HEREON AS A 60-FOOT WIDE <br /> :)ARCE-1 MAPM Q <br /> ~ N oz a w N w cv ROAD TO COINCIDE WITH EXISTING MONUMENTS PER (8). <br /> CD w ter- w I W V) o SURVEYS OF RECORD AND PLATS ON FILE IN THE COUNTY <br /> Of <br /> C) � W SURVEYOR'S OFFICE INDICATE THIS PORTION OF GRANT LINE <br /> 1 N o v� Z ROAD AT 80 FEET WIDE. <br /> FUTURE GRANT LINE ROADz 0 0 <br /> 00 <br /> `W RIGHT-OF-WAY LINE / z FOUND 3 4" IRON PIPE 2 NO = o <br /> rn <br /> = 0 30' EASEMENT IN FAVOR OF BYRON-BETHANY // TAG). 0.20' SOUTH OF Z N <br /> t/) z 49.81 `�' w M <br /> IRRIGATION DISTRICT PER BOOK A OF DEEDS, RIGHT-OF-WAY LINE Q <br /> W VOLUME 549, PAGE 72 / / 75 PG&E EASEMENT PER <br /> W 267.51' / / 2010 OR 393 Z v W <br /> Cn N89030'18 W FUTURE GRANT LINE ROAD / / / C) o z <br /> 317.32'(T) RIGHT-OF-WAY LINE / / CENTERLINE OF GRANT LINE Z <br /> Ln <br /> N LO / / / ROAD (NOT CONSTRUCTION o o W <br /> LINE PER REFERENCE 8) N85'23$23 1318.80 1318.80(T) cn �, En <br /> N PARCEL 2 w / / FOUND 3 4" IRON (NB5'19'36"E 1314.09)(6) o o _ <br /> SEE DETAIL G �' 3.00 ACt // / / PIPE(1)(2) (NO TAG) (N85.23'08"E 1313.85')(7) - <br /> N � / � N85•23�23"E 1416.06 <br /> o N / SEE DETAIL E 963.51' 6 963.45' 2 V <br /> 963.22 CL INTERSECTION TO BC <br /> SEE DETAIL C Z ._..- - - - - �. z / / / � � � .58' 7 � � INE ROAD (SEE NOTE) - ------ - <br /> / GR ANT L - , " 09 cL) <br /> � - � 538.59 538 <br /> LA N85'18'36"E � / ---- \ ' <br /> 1311. <br /> a� I o 62' T 07 \ / 541.29' - '�, N85'23 23 E, „ 6 LA FOUND 1" REBAR NO TAG 6 (7) <br /> 0 318 - - 1 916. „ 12 / - 78 27 (N8519 36 E 1278.53)( ) O I ( )( ) <br /> c _ - -- -` - - - 17, 6) (N85•1g 39 E 2000.03)( ) - N85 23 23 E 12 2.25 NORTH & 0.15 WEST OF <br /> - � '� AS- 000.06'(T) (N8518 36 E 2000. )( - 5,18,39"E 2000.03')(12) CENTERLINE INTERSECTION <br /> 1722.47 N-$519 9 E NB5'18'36"E 2_- CL N86 NB5'18'39"E)(12) <br /> .1 ' '- � _. - - - N85'18'36"E 2000.04(T)( )( 12 (N85'18'36"E)( ) ( , SEE N04'39:00�'W�60.00'(T) <br /> 282.87' 1 �� r 6 1347.44)( ) I N04 40 22 W)(12) <br /> `� 5'18'36"E 1347.48' (1347.54)( ) ( DETAIL D <br /> - `- N8 ' 00.17' (6)(N85'1 8'39')E 2000.03)(12 ,. <br /> 2002.62(CL) ' I (N04'39'02"W 60.00')(7) <br /> N85'19 29„E 652.54 5'18'36"E 2000.02'(T)(N 8518 36 E 20 <br /> � N8 <br /> '19'29"E 2002.62'(T) � o <br /> N85 c� FOUND 6" X 6" CONCRETE MONUMENT <br /> C) FOUND 3 4" IRON WITH PIN 1 2 . HELD FOR ANGLE POINT PARCEL MAP <br /> FOUND 6 X 6 CONCRETE PIPE(1)(6) (NO TAG) OF SOUTH RIGHT-OF-WAY LINE BEING A PORTION OF SECTION 16, <br /> MONUMENT WITH PIN (1)(12). <br /> TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br /> HELD FOR ANGLE POINT OF MOUNT DIABLO BASE AND MERIDIAN <br /> RIGHT-OF-WAY LINE SAN JOAQUIN COUNTY, CALIFORNIA <br /> CARLSON , BARBEE & GIBSON , INC . <br /> CIVIL ENGINEERS • SURVEYORS • PLANNERS <br /> NOTES: SAN RAMON, CALIFORNIA <br /> 1. SEE SHEET 3 FOR LEGEND AND BASIS OF BEARINGS DATE: MAY 2006 <br /> 2. SEE SHEET 2 FOR REFERENCES AND NOTES <br /> NOT TO SCALE <br /> 673-00 SHEET 4 OF 4 <br /> I <br /> ocofy <br /> I cp C00000 <br />
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