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SEE SHEET 4 79
<br />80 I
<br />o \\ E N732
<br />51 'W 1j N7J %6'43'W 71.83'
<br />N6�3�2f 82
<br />2,471 S-
<br />63 SF
<br />\ M73 76'43 "W 75.56'
<br />�
<br />23' 51.83 73
<br />� 120.50'}
<br />eL� 83
<br />\ \ / CI 1 g69 n -p 2169 SF
<br />\ "' p�vpE, P CP E ' L5 I N73*16'43"W
<br />C/ 5.33 4440'
<br />m\ =
<br />� \ � � / 84 PPAdiE
<br />4401 SF "
<br />V
<br />\ N7376'43'W
<br />6
<br />80.7
<br />J,078 SF 'n
<br />N �
<br />5.105'
<br />f £ ��\ ��'.,, 1 \ 1269 ^ i 16.86'
<br />w PDE I $ 86
<br />z\
<br />\ _ \ \ J $\ W ,1424 SF
<br />j I
<br />\ N73%6'43'W
<br />\ \ \t9 5733'
<br />\ \ \\
<br />\\ \ #
<br />POE 86
<br />2,8
<br />9\ \ \�j0 N7316'4
<br />\ 43.44
<br />\
<br />cn \ \
<br />58 I
<br />o
<br />SEE SHEET 4
<br />6.49'
<br />Len th
<br />L6
<br />N84"5551'E
<br />59
<br />I
<br />L7
<br />N845551 "f
<br />10.66'
<br />33.85'
<br />LB
<br />N89171J 'W
<br />Z25'
<br />1
<br />L9
<br />N84.5551 E
<br />I
<br />L10
<br />NOTE:
<br />17.56'
<br />N7J*16'43'W 70.50
<br />L3
<br />N73'16'4J'W 6200'
<br />N0025'17 E
<br />L"
<br />It. 46'
<br />j 9
<br />6
<br />N7M'05 E
<br />1321'
<br />ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE
<br />56
<br />$
<br />s I
<br />PUE
<br />I
<br />l� YPUE
<br />N73 %6'43 "W
<br />N7 16'43'W
<br />MONUMENT LINE UNLESS OTHERWISE NOTED.
<br />R ,°�
<br />2291 SF
<br />N
<br />,�
<br />57 l
<br />. w $
<br />2542 SF
<br />I I
<br />I :0 62.00'
<br />r
<br />75.91
<br />N
<br />Z
<br />Z N
<br />I_
<br />I
<br />5
<br />I uE 10 b $
<br />11
<br />2,42x
<br />'21
<br />BASIS OF BEARINGS
<br />4684 21.171
<br />228
<br />_N7J %6_43 =W 62.00'
<br />gl 2542 sp a ti
<br />-
<br />ry
<br />�,IR
<br />THE LINE BETWEEN TWO FOUND MONUMENTS ON W. 6TH STREET,
<br />hw 55 'I
<br />25' �,
<br />I I
<br />:1 h
<br />ti 2
<br />Q
<br />h
<br />I°
<br />AS SHOWN ON SUBDIVISION 8175 FILED IN BOOK 404 OF MAPS
<br />$ $ � 2,051 sf
<br />W Pu 1
<br />PARCEL H 2323 SF $
<br />I
<br />1 N'
<br />i
<br />N7J %6'43'W
<br />y75.89'
<br />AT PAGE 7, OFFICIAL RECORDS OF CONTRA COSTA COUNTY,
<br />o e
<br />! (PAE EVAE PUE, PRE) n
<br />-^
<br />82184
<br />54.05
<br />£
<br />BEING TAKEN AS N73°07'S2 "W IS THE BASIS OF BEARINGS FOR
<br />%6'43 W 6200'
<br />N73 %6'43 W
<br />a
<br />62.00'
<br />2.5N73
<br />j2
<br />THIS MAP.
<br />48.84"
<br />19•Jyi' 1
<br />?
<br />22.83" ^
<br />----- - -
<br />- - -�
<br />1
<br />f��X 15'��
<br />PARCEL C 22815E
<br />n (PAE, £VA PUE PNLEJ
<br />2025E
<br />ryL4
<br />rSEF DETAIL AN7J
<br />%6'43 "W 71.67'
<br />: ti
<br />a h
<br />ISSE(4)
<br />N7376 "43'W 62.00'
<br />$
<br />4,2T83"
<br />ON SHEET 3 LEGEND
<br />54
<br />53 5' 1N
<br />21.84'
<br />N7316'4J
<br />SUBDIVISION BOUNDARY
<br />W
<br />2,497 SF
<br />2,645 SF PUE
<br />5 '�
<br />PU N
<br />j
<br />N7J"1670.86'
<br />49.02'
<br />5.00'
<br />LOT LINE
<br />a
<br />W
<br />- - - - - - - EXISTING EASEMENT AS NOTED
<br />NZ7,9.1 3 "W
<br />79.10
<br />2 N762.00' 'W I
<br />.I 14 g
<br />2,666 SF
<br />13
<br />$
<br />------- - - - - -- NEW EASEMENT AS NOTED
<br />6200
<br />I I I
<br />vl N
<br />2,267 5F
<br />.N;
<br />v
<br />�
<br />- - MONUMENT LINE
<br />h 51 h
<br />+ 52 I
<br />I I
<br />I N737643'W 2
<br />'
<br />N737643 "W
<br />- -- -- - -- MONUMENT TIE LINE
<br />2565 s ;
<br />2625
<br />.
<br />EXISTING LOT LINE
<br />�8 N73 %6'43 "W 7213'
<br />15
<br />16
<br />I Q
<br />OO SET STANDARD COUNTY MONUMENT
<br />49.30
<br />21 -I
<br />22. g
<br />? --- - -�a_-
<br />J
<br />I I
<br />2542 sF fig_
<br />2,266 5F
<br />$I
<br />STAMPED LS 6441
<br />h
<br />N
<br />W $ a
<br />1
<br />I
<br />W PUE N7376'43'W 6200' •
<br />;g $
<br />e
<br />.h
<br />I I
<br />N
<br />�N75
<br />W O°
<br />2
<br />N73 %6'13 "W 70.82'
<br />I U
<br />Ski STANDARD COUNTY MONUMENT STAMPED
<br />RCE 25281 TO BE SET PER SUBDIVISION 8869
<br />e 50 wI
<br />PARCEL G 2323 SF
<br />"�N PA( EVAE PUE, PWLEJ h
<br />� I
<br />n - _ _ _
<br />02283
<br />0
<br />.2
<br />20.83'
<br />47.98
<br />o
<br />t
<br />O FOUND STANDARD COUNTY MONUMENT
<br />737fi 43W 62.00'
<br />1W.
<br />�o
<br />643 W
<br />1 6200 �'
<br />2 49.30' /9.33
<br />I
<br />2
<br />2283'
<br />- - - --
<br />g
<br />- - -1
<br />:
<br />al
<br />'o
<br />a I I
<br />e $ 2,323&-
<br />? PARCEL D
<br />h IPAE EYgf, PUE, PNIE)
<br />n
<br />N
<br />I$ `�'
<br />IN
<br />y 17
<br />51015 s`
<br />o°
<br />c5
<br />2
<br />STAMPED AS NOTED
<br />A 3/4" IRON PIPE TAGGED RCE 25281
<br />c
<br />\ �\ \\ 3981 SF ° ,°n
<br />b
<br />a � \
<br />va ti
<br />\ to -od - \
<br />Line rab/e
<br />Line I Bean B-,Yq Distance
<br />Ll N845551 E 25.07
<br />L2 N77*12'21'E 8.65'
<br />LJ N47'01'22•E 232' \
<br />4 - TO'31"W 770'
<br />Cane Ta &e
<br />L
<br />L5
<br />N7J*16'43"W
<br />6.49'
<br />Len th
<br />L6
<br />N84"5551'E
<br />2326'
<br />27.09'
<br />L7
<br />N845551 "f
<br />10.66'
<br />33.85'
<br />LB
<br />N89171J 'W
<br />Z25'
<br />10.19'
<br />L9
<br />N84.5551 E
<br />17.27'
<br />L10
<br />N84.555I E
<br />17.56'
<br />L"
<br />N0025'17 E
<br />L"
<br />It. 46'
<br />L
<br />L
<br />N7M'05 E
<br />1321'
<br />LIJ N7810''04 "W 1
<br />11.7J-
<br />Cane Ta &e
<br />Cone
<br />dius
<br />De/to
<br />Len th
<br />Cl
<br />135855"
<br />27.09'
<br />C2
<br />00'
<br />�81
<br />1I 4726'
<br />33.85'
<br />.00'
<br />054646" 1
<br />10.19'
<br />VJ16'43'W f 72.13' tiTa ? fY, N7J *16'43 "W 6200' Ip �_�� o TO BE SET PER SUBDIVISION 8869
<br />- - -- -- o = 4° FOUND POINT AS NOTED
<br />49 - ¢8 I$ ni S. I 5' W - 2283' 119.37 47.96'
<br />2780 SF "', 2728 Sf 1° v+ I p EE n y N7376'43 "W 70.79' EVAE EMERGENCY VEHICLE ACCESS EASEMENT
<br />n'73*16'43"w 7217' i I i O I 19 $$ IB 81 PILE PUBLIC UTILITY EASEMENT
<br />N7376'43 "W 6200' 5' V I ry 2,265 5F1 SSE SANITARY SEWER EASEMENT
<br />46 $ PUE 1 2,666 SF
<br />i. 7�E I PAE PRIVATE ACCESS EASEMENT
<br />2227 SF 'n!y I •o N762.00' W N77%6'43 "W
<br />P604 F$ I 62. 00' 70.7 , PDE PRIVATE DRIVEWAY EASEMENT
<br />I I l
<br />}I
<br />PPA8dE PRIVATE PEDESTRIAN ACCESS A
<br />ND
<br />N73 *16'43 "W 68.9' 2,20 g 21 g LANDSCAPING EASEMENT 542 F 46.03 2t.t1'T 21.88 2,193 SF
<br />2,5 PSDE PRIVATE STORM DRAIN EASEMENT
<br />�2 N7J %6'43 "W 70.75'
<br />'6' ' PWLE PRIVATE WATER LINE EASEMENT
<br />2 SF PARCEL F 32,J70sF 8325
<br />EVAE PUE, WE) N73 %6'43 "W 62.00' U (M -M) MONUMENT TO MONUMENT
<br />*1s'43w sr (R) RADIAL BEARING I U 7 1828 PARCEL E 2,746 F
<br />�.�, _ , o $ -1 I h (PAE, EVAE PUE PIKE) 18 WZ060 s7 .li (T) TOTAL
<br />7376'43 "W 69.91' "��' 1 I I N73 *16'43 "W I 6200 '_ 8 = 1° N29 I ( DATA )(1) RECORD DATA & REFERENCE
<br />I,
<br />W NR I E 121.17•
<br />¢¢ o� ^ �g I I W 2287' 4789' ESMT EASEMENT
<br />2348 SF 2 N73 %EX. EXISTING
<br />7376'43 "W 79.18' i PUE : ; 23 SF SQUARE FEET
<br />N73 %6 '43'W 61.00' I 2,272 5F (M -PL) MONUMENT TO PROPERTY LINE
<br />41 I N73 %6'43 'W SEE SHEET 642 I I 6207 L13 5901' SUBDIVISION 9110
<br />o I
<br />25 26
<br />SEE SHEET 6 MARINER WALK - PHASE 2
<br />BEING A SUBDIVISION OF PARCEL E AS SHOWN ON
<br />THE MAP OF SUBDIVISION 8869, MARINER WALK,
<br />FILED IN BOOK 492 OF MAPS AT PAGE 24,
<br />CONTRA COSTA COUNTY RECORDS
<br />CITY OF PITTSBURG
<br />CONTRA COSTA COUNTY, CALIFORNIA
<br />RUGGERI- JENSEN -AZAR & ASSOCIATES
<br />0 30 60 90
<br />CIVIL ENGINEERS, PLANNERS, SURVEYORS
<br />PLEASANTON, CALIFORNIA
<br />1 IN FEET I JUNE 2013
<br />1 inch = 30 ft
<br />APN: 085 -130 -047 JOB NO. 053020 SHEET 5 OF 7 SHEETS
<br />5(o - `f-8
<br />2i
<br />
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