|
Q O y�,�1 � ^3` � � �•Q� Q��o
<br />i
<br />Go �o �•, �? Qua �
<br />b,
<br />Q -
<br />p`b QW 5
<br />R ` 1
<br />° 27.66' 1o0
<br />SEE SHEET 2
<br />LOT 2
<br />LLA 97 -1
<br />PARCEL 8
<br />38 L SM 6
<br />N65:3 WV 871.53' TOTAL
<br />(N65301007W 871.78' TOTAL PER 38 LSM 6, 36 PM 26, 39 PM 14, 55 PM 17 & 63 PM 26)
<br />84387'( 844.12' PER 36 PA! 26, 39 PM 14, 55 PAI 17 & 83 PM 26)
<br />4
<br />A YJ `" -'
<br />N6539 33 W 52899' TOTAL
<br />N7716,28. PER239 PMPM 26) z.
<br />63
<br />LEGEND
<br />v
<br />`}
<br />(N6530'00 "W. 528.99' TOTAL PER 63 PM 26)
<br />4
<br />BOUNDARY LINE
<br />EASl9IE1ir UNE
<br />FOUND
<br />_ 183.32
<br />_ ^
<br />©�
<br />16
<br />ma7 May WNIENT
<br />FOUND IRAN PIPE, AS NOTFD
<br />4' kW 0•�Qt
<br />� o �
<br />z
<br />♦
<br />ESMT
<br />FOUND RAILROAD 931KE
<br />EA.2WDVT
<br />"
<br />atQ
<br />PARCEL 8
<br />z
<br />FOUND
<br />SOµ
<br />O
<br />55 PM 17
<br />R? -W
<br />ST Mar
<br />RAILROAD SPICE
<br />SW A(WUMWr
<br />,4 4
<br />11 12
<br />w
<br />m 05
<br />O
<br />;
<br />SEE SHEET 2
<br />LOT 2
<br />LLA 97 -1
<br />PARCEL 8
<br />38 L SM 6
<br />N65:3 WV 871.53' TOTAL
<br />(N65301007W 871.78' TOTAL PER 38 LSM 6, 36 PM 26, 39 PM 14, 55 PM 17 & 63 PM 26)
<br />84387'( 844.12' PER 36 PA! 26, 39 PM 14, 55 PAI 17 & 83 PM 26)
<br />4
<br />A YJ `" -'
<br />N6539 33 W 52899' TOTAL
<br />N7716,28. PER239 PMPM 26) z.
<br />63
<br />LEGEND
<br />v
<br />`}
<br />(N6530'00 "W. 528.99' TOTAL PER 63 PM 26)
<br />--- — -
<br />BOUNDARY LINE
<br />EASl9IE1ir UNE
<br />FOUND
<br />_ 183.32
<br />_ ^
<br />319.53'
<br />6,14
<br />ma7 May WNIENT
<br />FOUND IRAN PIPE, AS NOTFD
<br />4' kW 0•�Qt
<br />���. lf�
<br />z
<br />♦
<br />ESMT
<br />FOUND RAILROAD 931KE
<br />EA.2WDVT
<br />2�7k »k
<br />atQ
<br />PARCEL 8
<br />z
<br />FOUND
<br />SOµ
<br />O
<br />55 PM 17
<br />R? -W
<br />ST Mar
<br />RAILROAD SPICE
<br />SW A(WUMWr
<br />11 12
<br />m 05
<br />O
<br />;
<br />55 PM 17)
<br />1 a
<br />�
<br />977'15'17'W PER 39 PMM 5)
<br />�. PARCEL A
<br />•
<br />fR25 R
<br />55 PM ) 7
<br />°�
<br />_ SV
<br />Vol
<br />1
<br />�
<br />�
<br />NOTES
<br />pRE P� J O� g g6d1 1. HELD Fam IP mawAME.7Vm Far EAST W$r PMVOAf AND 8EARNG
<br />RQ v-(Z '013 z PER 222 M 37 AND 273 M 19 FRAM PANT A TO PONT 8 .
<br />E��� 9$ `dc s°• �' R�TED � w omw fRAN Paw " , TO PONT 'C".
<br />J ARD EASTERN LIAdE OF SYADW9 N 7299 PER 342 M 5
<br />ROTATED aocwz oo1T0'J9' fRLA1/ PANT "C' To Pmr iJ
<br />'r 4. HELD N THERA+ LANE OF 10216 OR 287 ESTA9USh�'D FRAM
<br />' R°36 PM 26, 39 PM 15 55 PM 18 AND 63 PM 26 ROTATED
<br />'' G► ROTATED ANT!- aOCKIWSE OOV9'3J' FROM PANT 71" 70 PANT "E'.
<br />d, 5 HELD RE= PER MS 228 -65, MS 219 --74 MS 69-75
<br />z , MS 271 -76 AND MS 148-77 PER 38 IN 6, 36 PM 26,
<br />39 PM 15 55 PAM 18 AND 63 PM 26 ROTATED ANTE- -aoCKi sr
<br />fD 314' IP &TAG IS 2856 3930�,�w, 00179:33' fROM PAWL' "E' TO PANT 'A'.
<br />09 61,30 6. HELD NORTHERN UNE Gib" MS 228 -65 PER 38 IN 6 ROTATED
<br />37� ANn- CLOCKIWSE ooi79'33" FRAM PANT 'F" TO POINT 10-
<br />7. HELD SWTHENN LINE IF 672 OR 37J ROTATED ANTI
<br />`�'• y', \ a0a(Wr 0Oi99'33" FRAM PAW r "H" 70 POINT I*
<br />PARCEL A
<br />63 PM 26
<br />2s
<br />3k9 � s3 PM
<br />N$9��.49 y.�. P�� 1pG ��
<br />��
<br />`
<br />N7716,28. PER239 PMPM 26) z.
<br />63
<br />LEGEND
<br />v
<br />(N72�6.55 PM 17 &
<br />--- — -
<br />BOUNDARY LINE
<br />EASl9IE1ir UNE
<br />FOUND
<br />1 V1 A CTY �..
<br />t
<br />5
<br />0
<br />ma7 May WNIENT
<br />FOUND IRAN PIPE, AS NOTFD
<br />4' kW 0•�Qt
<br />���. lf�
<br />♦
<br />ESMT
<br />FOUND RAILROAD 931KE
<br />EA.2WDVT
<br />�W 307 �g, Ep 5, , 3t1E
<br />37
<br />PARCEL 8
<br />FU
<br />FOUND
<br />SOµ
<br />O
<br />55 PM 17
<br />R? -W
<br />ST Mar
<br />RAILROAD SPICE
<br />SW A(WUMWr
<br />BASIS OF BEARINGS , x a ° S -w 734.17' TOjTOrr� Pf 342 PM 17)
<br />WARMS WOW ,%WW ARE 9ASE0 UPIW THE LINE &-7NEY FOUA� � °�� v tb,-°�- ° Y �, (►J77��5575'S6•yy 715) (505,00 P� �
<br />MONUMENTS LW &AMAW ROAD 97I W ON 1HE MAP W SUBDIW9W BcrR (NPER 39 PM 15) G
<br />5435 (222 M 37) AS N0078101 "E rn ;°, cr f t ° (505.02 f ,� g 1pa59
<br />Ap
<br />PARCEL 8'' \
<br />63 PM 26 N
<br />v(
<br />\r
<br />55 Pm 17,k 63 PM
<br />M 5) �►
<br />85'(229-15' PER 39 N 14.
<br />2�6
<br />SUgD 7
<br />99. (342 �P at 5 % .f* 0•
<br />PARCEL jtA D SpC �~
<br />`i 19 m PER 34 to 5) `� t FQ 3N77.tg
<br />315.67' Cam' ON (315.68 P 5� $' P�
<br />�1,C» (342 M
<br />w Pd 0. r � 799 g
<br />h ;<x
<br />0 st) E3 a s° ZA
<br />7590 OR 279,• �� 2�'� $
<br />& 8568 OR 866 ; 23
<br />• '1 ' 166.24- BOUNDARY SURVEY
<br />2g36e
<br />ryc�• ' �, ` In`
<br />!DETAIL 'OA" --- Ngp•12'�" 342
<br />5100 5� .0
<br />FO �► ST 2ON 5
<br />P� �
<br />aye 5XJ5 -J0 FM3
<br />U.S, S'ur'Vey us
<br />Si1RYEY FEET RaNgm r0 7xv 9GiyA wr
<br />R G14TS AN Offi ? THAT C WPA99-IVS TO
<br />MEMO UU9V9W CAN BE MADE W R IO
<br />RfiMAW SNEE'TS Fa? WEN5iLWS alff IN
<br />METERS RA7AVM TO Uff S1gVA< MT FIaWS
<br />(i ACU = .32808333 U.S SURWY FEET)
<br />eat (1 U.S SURWY FOOT = Lt3O48O07MEW)
<br />SUBDIVISION 8003
<br />PORTION OF PARCELS A .AND B, MS 228 -65
<br />(38 LSM 6) AND A PORTION OF 15806 OR 983
<br />TOW OF DANIV E - CC, W RA COSTA COUNTY - CAUFORN/A
<br />Prepared By
<br />Luk, Milani & Associates
<br />Civil Engineers Land Planners -- Land Surveyors
<br />1.465 Enea Circle #788
<br />Concord, California 94520
<br />OCTOBER 1998 SCALE. 1" = 60'
<br />APN 20J-160-002, 003, 004
<br />AREA w 7798 -t /- ACRES
<br />,$SET J 6F 5 SHEETS
<br />PLOT DATE XT013ER 5 1998
<br />era" z
<br />N7716,28. PER239 PMPM 26) z.
<br />63
<br />v
<br />(N72�6.55 PM 17 &
<br />V • � (�
<br />1 V1 A CTY �..
<br />t
<br />5
<br />o
<br />PEA 6 t5
<br />1 1A� 016
<br />u:
<br />`t
<br />�W 307 �g, Ep 5, , 3t1E
<br />37
<br />PARCEL 8
<br />o
<br />1
<br />Sg•36 pM
<br />55 PM 17
<br />55 PM 17)
<br />1 a
<br />�
<br />977'15'17'W PER 39 PMM 5)
<br />BASIS OF BEARINGS , x a ° S -w 734.17' TOjTOrr� Pf 342 PM 17)
<br />WARMS WOW ,%WW ARE 9ASE0 UPIW THE LINE &-7NEY FOUA� � °�� v tb,-°�- ° Y �, (►J77��5575'S6•yy 715) (505,00 P� �
<br />MONUMENTS LW &AMAW ROAD 97I W ON 1HE MAP W SUBDIW9W BcrR (NPER 39 PM 15) G
<br />5435 (222 M 37) AS N0078101 "E rn ;°, cr f t ° (505.02 f ,� g 1pa59
<br />Ap
<br />PARCEL 8'' \
<br />63 PM 26 N
<br />v(
<br />\r
<br />55 Pm 17,k 63 PM
<br />M 5) �►
<br />85'(229-15' PER 39 N 14.
<br />2�6
<br />SUgD 7
<br />99. (342 �P at 5 % .f* 0•
<br />PARCEL jtA D SpC �~
<br />`i 19 m PER 34 to 5) `� t FQ 3N77.tg
<br />315.67' Cam' ON (315.68 P 5� $' P�
<br />�1,C» (342 M
<br />w Pd 0. r � 799 g
<br />h ;<x
<br />0 st) E3 a s° ZA
<br />7590 OR 279,• �� 2�'� $
<br />& 8568 OR 866 ; 23
<br />• '1 ' 166.24- BOUNDARY SURVEY
<br />2g36e
<br />ryc�• ' �, ` In`
<br />!DETAIL 'OA" --- Ngp•12'�" 342
<br />5100 5� .0
<br />FO �► ST 2ON 5
<br />P� �
<br />aye 5XJ5 -J0 FM3
<br />U.S, S'ur'Vey us
<br />Si1RYEY FEET RaNgm r0 7xv 9GiyA wr
<br />R G14TS AN Offi ? THAT C WPA99-IVS TO
<br />MEMO UU9V9W CAN BE MADE W R IO
<br />RfiMAW SNEE'TS Fa? WEN5iLWS alff IN
<br />METERS RA7AVM TO Uff S1gVA< MT FIaWS
<br />(i ACU = .32808333 U.S SURWY FEET)
<br />eat (1 U.S SURWY FOOT = Lt3O48O07MEW)
<br />SUBDIVISION 8003
<br />PORTION OF PARCELS A .AND B, MS 228 -65
<br />(38 LSM 6) AND A PORTION OF 15806 OR 983
<br />TOW OF DANIV E - CC, W RA COSTA COUNTY - CAUFORN/A
<br />Prepared By
<br />Luk, Milani & Associates
<br />Civil Engineers Land Planners -- Land Surveyors
<br />1.465 Enea Circle #788
<br />Concord, California 94520
<br />OCTOBER 1998 SCALE. 1" = 60'
<br />APN 20J-160-002, 003, 004
<br />AREA w 7798 -t /- ACRES
<br />,$SET J 6F 5 SHEETS
<br />PLOT DATE XT013ER 5 1998
<br />
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