|
- - 12864' N875929 £(R) I- 6LOO' - - 44.00' o
<br />A'226-23'1 �' 6i 68 0 69 1
<br />L,177• 2' 2939 _v 2116 SF w r
<br />1.93'
<br />60.43' 4400' wla ? .
<br />PG*E
<br />7880' -
<br />2919 7 W
<br />\ 6.00' - - - -- N7J 7643 -
<br />N797 eW R
<br />(PA& E AELPK& RIE) 1 g
<br />N7J76'4J'W 10309' Z 125'
<br />".A .�:. ✓ - 37.3'1 -- .i.Sg7 --- PU£
<br />N547348 R
<br />� o _
<br />�r A / �' � W N7J764J'W
<br />�' I 3105 218535E^ g 7,Z
<br />44 2344 S
<br />0 30 60 90 \ b I& , \ � •� .1 ^' 89 N73%64J'W 2 2 N73 %6'
<br />Alt. N7J76 4J'W 71.45sr 8 77
<br />i inch = 30 tt C' n ti 2288 z \ 75 ;M:; 2171 SF ,"� N73%fi 4J'W
<br />27685E��_ �.
<br />/r5v' 6.28 2 h a 2 q W 21.67'
<br />m \ 1 33'1 C16 45er1 -- TN73 643 W 52.26 24.93 PARCEL L 2958 _V °LEGEND \ \ C16 `� P61E PU£)
<br />24.04.. 24.81 i17 N7J 16'43'W _ _ 74. Sr N
<br />SUBDIVISION BOUNDARY \ 00' 5D.s5 --
<br />LOT LINE 1& - cNeB 717 R 3 o a90
<br />- - - - - - EXISTING EASEMENT AS NOTED \ ; o °\ N 2,949 BO sF 'i 2J Jg
<br />-- -- - -- NEW EASEMENT AS NOTED \ Zti� 2 N7376'
<br />- - MONUMENT LINE &00 c 5j1. N7J%643'W 71.87
<br />__.. __...__. MONUMENT TIE LINE 55 1 3254 N77 %2'22'E
<br />EXISTING LOT LINE \ zo d \ £ \325 81 8e9'
<br />op SET STANDARD COUNTY MONUMENT \ \ a \ c=am �E SEE SHEET 5
<br />STAMPED LS 6441 , g £ \
<br />STANDARD COUNTY MONUMENT STAMPED \ \ £ N = \
<br />o w \
<br />79.49' 9866'
<br />2796 Sr 3,08 _W I g 1
<br />N73%6'4J'W
<br />4.1,1 486.42
<br />g'I� 96 W. 4th STREET
<br />rviJloU w 7951 = ^s c• 4,120 SF fI
<br />69.51' h s• /
<br />.46 3846' W 41.05'
<br />.�" 8 27.27 �./G CP' N7J76'43'W 109.77
<br />71 65 4.9s' cB
<br />2,127 SF $ 2044 SF I i?. PARCEL J 2766 SF NJ9U7'LS'ER � I ? �,'� 4x72 6905'
<br />'`c (PA& EVAE PHL& PUE)
<br />21.17 = + 25 i 2 N737fi 43'W 4°� I '`�' 00 /C% 7p H 8 �°n 3 �
<br />r` 49.46' 47.75' 21.1 I 1n j 4549 NJBS7'l R 1 ` I ,O>�/ '§ y4�$7r�J J,OJ5 SF W M 2244 SF "� Y
<br />N73 %6 4J'W 70.58' 1u a�o_ O a • \F n N7376'4J'W 69.03'
<br />73.29' ,W h 0 �, O
<br />n 1 g g 64 h 4 2 670 sF I/ I r �? �1 21- 4s.as'
<br />2259 SF "'a $°'�% vl I2 I.� N73%643'WN1�
<br />2 '� 2 N73764J'W l e g� I a Q U 1" 4J'W N737s'4J'w 7a5e' sz97 1 i I N6135' R PARCEL A i I 2� sr
<br />'
<br />N58 '35'06T 6671' $ N67'12 R I I2 C, N7740'SBb R (PA&£YAE;PIHE,PUE) II 25 I V
<br />n u$ $ 61 $;u 62 _19.00.0......429.00'.4._ 6/N9576'43'W gam. N73%643"IYU
<br />1:1 2254 SF n
<br />a 2 N73%64YW 70.50' 2,548
<br />71.50'
<br />n k
<br />49.lr 47.67 21.1 22.83 $ ? _ _ 5 }� ^Ni
<br />7"7' 41•!31 - -- I I AI 2542 SF W 2431 57' 8 2
<br />8 60 �PUE m N73 %643 I SSE(4) .,I 1n N7376' 7.1.95'
<br />O
<br />78 8 : 2002 S1r 81 n PARCEL 1 2323 sF 8 I 1 L "1 _ 6za _ _ = g228J W 1 83. 53 12
<br />2065 SF °or 1n `7'l (PAt~ EVAE PK& PUf) "� 1
<br />? 19.33' H I u N73%6'4J "W .� A N73 %643 W 18 in
<br />1933' I i 8 --- } I 18 PARCEL B 2323 5F .5 0 4
<br />49.17 47.67 2283' 6200 T I Ci7 (PA E EVAf. PNL& PUE) �V' 7 g n
<br />7376'4374 ^ N73 %6 43'W 70.50' ^ 5B N73%6.43'W - 2 2,2JO Sf p l
<br />g $ 59 $ : 2666 SF I� I 4 I�IIW 4933 5310'
<br />2� 2256 SF ,S'+� z I ,°j�- gl h -I� g ^, N7376'4J'W 7593'
<br />4,1'W 70.50' 6200' I I I 2666 Sr' $ N
<br />N73 %643W N73 %6'43 "W `�° $ 2428 SF
<br />N4701'22'E I 2 I� Z 7PUE Z "�
<br />82 21. 56 57 I �I I - 6260' z
<br />PUf zI 4 �7o N73 %6',WW N73 %64J'W
<br />SEE SHEET 5 i 5 10 11
<br />Puf
<br />0
<br />Cone male
<br />RCE 25281 TO BE SET PER SUBDIVISION 8869
<br />d's
<br />OO
<br />FOUND STANDARD COUNTY MONUMENT
<br />ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE
<br />00'
<br />STAMPED AS NOTED
<br />1.04'
<br />tt
<br />3/4' IRON PIPE TAGGED RCE 25281
<br />\ o
<br />2221'
<br />TO BE SET PER SUBDIVISION 8869
<br />1.00'
<br />123239'
<br />FOUND POINT AS NOTED
<br />THE LINE BETWEEN TWO FOUND MONUMENTS ON W. 6TH STREET,
<br />EVAE
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />U. 7RANSY)SSION EASEMENT
<br />EX.
<br />.00'
<br />2001 -1 FAVOR OF
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />TH O
<br />E C17-Y Y Or F PI T75BURG
<br />SSE
<br />SANITARY SEWER EASEMENT
<br />THIS MAP.
<br />PAE
<br />PRIVATE ACCESS EASEMENT
<br />1842'
<br />PDE
<br />PRIVATE DRIVEWAY EASEMENT
<br />22 %728'
<br />PPA&LE
<br />PRIVATE PEDESTRIAN ACCESS AND
<br />.00'
<br />224956'
<br />LANDSCAPING EASEMENT
<br />121
<br />79.49' 9866'
<br />2796 Sr 3,08 _W I g 1
<br />N73%6'4J'W
<br />4.1,1 486.42
<br />g'I� 96 W. 4th STREET
<br />rviJloU w 7951 = ^s c• 4,120 SF fI
<br />69.51' h s• /
<br />.46 3846' W 41.05'
<br />.�" 8 27.27 �./G CP' N7J76'43'W 109.77
<br />71 65 4.9s' cB
<br />2,127 SF $ 2044 SF I i?. PARCEL J 2766 SF NJ9U7'LS'ER � I ? �,'� 4x72 6905'
<br />'`c (PA& EVAE PHL& PUE)
<br />21.17 = + 25 i 2 N737fi 43'W 4°� I '`�' 00 /C% 7p H 8 �°n 3 �
<br />r` 49.46' 47.75' 21.1 I 1n j 4549 NJBS7'l R 1 ` I ,O>�/ '§ y4�$7r�J J,OJ5 SF W M 2244 SF "� Y
<br />N73 %6 4J'W 70.58' 1u a�o_ O a • \F n N7376'4J'W 69.03'
<br />73.29' ,W h 0 �, O
<br />n 1 g g 64 h 4 2 670 sF I/ I r �? �1 21- 4s.as'
<br />2259 SF "'a $°'�% vl I2 I.� N73%643'WN1�
<br />2 '� 2 N73764J'W l e g� I a Q U 1" 4J'W N737s'4J'w 7a5e' sz97 1 i I N6135' R PARCEL A i I 2� sr
<br />'
<br />N58 '35'06T 6671' $ N67'12 R I I2 C, N7740'SBb R (PA&£YAE;PIHE,PUE) II 25 I V
<br />n u$ $ 61 $;u 62 _19.00.0......429.00'.4._ 6/N9576'43'W gam. N73%643"IYU
<br />1:1 2254 SF n
<br />a 2 N73%64YW 70.50' 2,548
<br />71.50'
<br />n k
<br />49.lr 47.67 21.1 22.83 $ ? _ _ 5 }� ^Ni
<br />7"7' 41•!31 - -- I I AI 2542 SF W 2431 57' 8 2
<br />8 60 �PUE m N73 %643 I SSE(4) .,I 1n N7376' 7.1.95'
<br />O
<br />78 8 : 2002 S1r 81 n PARCEL 1 2323 sF 8 I 1 L "1 _ 6za _ _ = g228J W 1 83. 53 12
<br />2065 SF °or 1n `7'l (PAt~ EVAE PK& PUf) "� 1
<br />? 19.33' H I u N73%6'4J "W .� A N73 %643 W 18 in
<br />1933' I i 8 --- } I 18 PARCEL B 2323 5F .5 0 4
<br />49.17 47.67 2283' 6200 T I Ci7 (PA E EVAf. PNL& PUE) �V' 7 g n
<br />7376'4374 ^ N73 %6 43'W 70.50' ^ 5B N73%6.43'W - 2 2,2JO Sf p l
<br />g $ 59 $ : 2666 SF I� I 4 I�IIW 4933 5310'
<br />2� 2256 SF ,S'+� z I ,°j�- gl h -I� g ^, N7376'4J'W 7593'
<br />4,1'W 70.50' 6200' I I I 2666 Sr' $ N
<br />N73 %643W N73 %6'43 "W `�° $ 2428 SF
<br />N4701'22'E I 2 I� Z 7PUE Z "�
<br />82 21. 56 57 I �I I - 6260' z
<br />PUf zI 4 �7o N73 %6',WW N73 %64J'W
<br />SEE SHEET 5 i 5 10 11
<br />Puf
<br />0
<br />Cone male
<br />PRIVATE STORM DRAIN EASEMENT
<br />d's
<br />Ddto
<br />Length
<br />ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE
<br />00'
<br />02.41'44
<br />1.04'
<br />(R)
<br />.00'
<br />10b603'
<br />2221'
<br />TOTAL
<br />1.00'
<br />123239'
<br />11.17
<br />THE LINE BETWEEN TWO FOUND MONUMENTS ON W. 6TH STREET,
<br />.00'
<br />10'0505'
<br />2218'
<br />EX.
<br />.00'
<br />013545'
<br />351'
<br />SQUARE FEET
<br />4.00'
<br />J
<br />07%457
<br />2201400'
<br />THIS MAP.
<br />176.00'
<br />0641355'
<br />1842'
<br />C20
<br />6.00'
<br />22 %728'
<br />3346'
<br />721
<br />.00'
<br />224956'
<br />14.76'
<br />121
<br />1.00'
<br />523741'
<br />46.65'
<br />800'
<br />610V
<br />23.52'
<br />PSDE
<br />PRIVATE STORM DRAIN EASEMENT
<br />NOTE:
<br />PWLE
<br />PRIVATE WATER LINE EASEMENT
<br />ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />MONUMENT LINE UNLESS OTHERWISE NOTED.
<br />(R)
<br />RADIAL BEARING
<br />15VO56'
<br />(T)
<br />TOTAL
<br />BASIS OF BEARINGS
<br />( DATA )(1)
<br />RECORD DATA & REFERENCE
<br />THE LINE BETWEEN TWO FOUND MONUMENTS ON W. 6TH STREET,
<br />ESMT
<br />EASEMENT
<br />AS SHOWN ON SUBDIVISION 8175 FILED IN BOOK 404 OF MAPS
<br />EX.
<br />EXISTING
<br />AT PAGE 7, OFFICIAL RECORDS OF CONTRA COSTA COUNTY,
<br />SF
<br />SQUARE FEET
<br />BEING TAKEN AS N73'07'52 "W IS THE BASIS OF BEARINGS FOR
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />THIS MAP.
<br />Cage roble
<br />aM
<br />Rodws
<br />Ddto
<br />Length
<br />C12
<br />51.00'
<br />254404"
<br />22.31'
<br />CIJ
<br />51.00'
<br />15VO56'
<br />1337'
<br />C14
<br />C15
<br />2600'
<br />176.00'
<br />49302Y
<br />6 70'52'
<br />22.47'
<br />1899'
<br />C16
<br />61.73'
<br />1536:74'
<br />16.81'
<br />C17
<br />39.73'
<br />153634'
<br />10.82'
<br />C18
<br />/7660'
<br />2V948'
<br />6.65'
<br />C19
<br />176.00'
<br />441104'
<br />12J4'
<br />C20
<br />3200'
<br />493026'
<br />27.65'
<br />721
<br />111.00'
<br />117051'
<br />23.96'
<br />121
<br />119.00'
<br />054649'
<br />1201'
<br />SEE SHEET 5
<br />Lhe Tote
<br />Lne Bening Distm"
<br />L1 JWJ3249Wj 200'
<br />L2 I N4979J8'W 1 200'
<br />SUBDIVISION 9110
<br />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 />CIVIL ENGINEERS, PLANNERS, SURVEYORS
<br />PLEASANTON, CALIFORNIA
<br />JUNE 2013
<br />APN: 085- 130 -047 JOB NO. 053020 SHEET 4 OF 7 SHEETS
<br />5l(o - `f`1
<br />Nt
<br />G
<br />V /
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