|
MARZI
<br />(DOC. 2016-034747)
<br />APN:367-041-012
<br />RANCHO EL PINOLE
<br />POR. SEC 25 T21N R3W M.D.M.
<br />i
<br />RECORD OF SURVEY
<br />(S5T56'08"E)R3 RS 4
<br />S56'35'22"E R2 +M
<br />10.10' R2+R3+M
<br />A PORTION OF THE RANCHO EL PINOLE AND
<br />A PORTION OF LOT 5 IN SECTION 25, TN2, R3W,
<br />100, MOUNT DIABLO MERIDIAN
<br />DUSTIN CITY OF MARTINEZ - CONTRA COSTA COUNTY - CALIFORNIA
<br />(DOC. 2006-0243168) DECEMBER 2018
<br />APN:367-041-004(S5T56'O8"E)R3
<br />S56'35'22"E R2 +M LCC ENGINEERING & SURVEING, INC.
<br />- - - - -
<br />25.25' R2+R3+M 930 ESTUDILLO ST.
<br />1.5" 1.P. W/ NAIL MARTINEZ, CALIFORNIA
<br />NIERHAKE No TAG) R2
<br />�d �. (DOC. 2006-256452) SS6. SCALE: 1 "= 60'
<br />SEARCHED, FOUND NOTHING - FOR RECORD MONUMENT ry x APN:367-041-005 �6•q
<br />x PER RX(UNLESS OTHERWISE NOTED) ,� r� � ?Sp, ?>-VL
<br />M + RX MEASURED AND PER RECORD RXN
<br />co
<br />( )RX RECORD DATA (SEE REFERENCE NUMBER X) �� 401 o x� r0+
<br />O
<br />I.P. IRON PIPE � � 2 �"�ry ��� 7.51M�7 1*0
<br />(T) TOTAL SMITH
<br />(R) RADIAL (DOC. 2016-068774) �.ry� C9 h r�
<br />CALC CALC APN:367-041-013 = A PETERSON N 0.5" I.P. W/ NAIL
<br />?N �� �ryd` (DOC. 2014-142066) 2cV N (NO TAG) R2
<br />E.C. END OF CURVE
<br />APN:367-041-006 SS6`.
<br />P.C.C. POINT OF COMPOUND CURVE
<br />NIERHAKE CV
<br />BASIS OF BEARINGS: �� (DOC. 2013-082960) I 99J� p,3• R
<br />FOUND IRON PIPE MONUMENTS ON APN:367-041-007
<br />WEST LINE OF DUANE LANE PER BANUELOS
<br />\�'� RECORD OF SURVEY 139 LSM 43 (DOC.2o0o-182457) A�Ls� ��pp• (N5CO7'O0"E)R3. Ls�? ,�`'� ls"LP.W/TAG (RCE 9622)
<br />,'�\�o�,, HELD AS NORTH 25°25'01 " EAST. ) APN:367-041-001 " " 893�R2 N55'27'46"E o =`�'a PER R2
<br />U, SEE DETAIL A " 52.97 e
<br />(N68'27 00 E)R ry
<br />(EASTERLY, NO DIST )R . N69'47'46 E
<br />r
<br />� S84'37'O8"E 50.43'
<br />36.52
<br />\ STA 98+84.40 QUO FOUND EVIDENCE OF Woo V6
<br />FENCE "TEE" qT PROPERTY LINE ^� SEE DETAIL "B" SEE DETAIL "D" SEE DETAIL "F" �'�� SFN 1.5" I.P. PER R 1
<br />\ PER R5& R6 "TEE" �ry �� // g'S1'6 x�
<br />.761 SEE DETAIL "C" .�1R , ^ SEE DETAIL "E" 2" I.P.(NO TAG) R 0�O o a
<br />p0 t� 1 tkg. ASCU ��
<br />o CALC P.C.C. AT �"' � a1 � Gvg'S 43�6$i KARNES
<br />�o N05'22'52"E (NORTHERLY)R . S86'17'15"E)R lN6 p1 �6 / �6-p2 E' (DOC. 2006-0176899) �
<br />STA 101+34.36 30.00 R +M ` ( " 6� 'l/ OC 2 "C ^ +
<br />�!' BASED ON RR TRACKS 3 - S84'S6 29 E 106.86' �_, N 118 �'0 CtiL APN:367-041-011
<br />06 \ (WESTERLY 292.55')R / / p F+R 36� -0�� -`� ALLEN
<br />CALC E.C. AT STA 102+80.57
<br />L=24 BASED ON RR TRACKS App
<br />9.96' ,+ I N84'37'08"W 0 � (DOC. 97-227065)
<br />4= RR=g� (103+14.69)R5,(103+18)R6 o I �� / 292.84 (N86'02'4Q' N84'37'Og"yy 306.26' voi APN:367-050-001
<br />cn 1 a .d o 599.10 T' 305.85 (DOC. 2006-0176899
<br />4 2327" 18 iQ o c N84'37'08"W ) PER
<br />v L=146.21 ' R=3506-66, / o w
<br />() (WESTERLY 598.40 (T))R6 SFN - AXLE PER R
<br />"_ a
<br />00 �s%P -A.
<br />I A=02'23'36 iE�lW S84'37'0- 8---E - (78 D 367) o
<br />o' 0. \ 41 $ - -�_ _ 0 I S01'36'21 "W
<br />R=3600.00' �I_ / "FARM CROSSING" AT 103+38 �"- _ 'n I 50.10' R1+R6+M
<br />A=00'3811" tN Ig� (t03+20) PER PARCEL "TWO" R3 b crt° CALCULATEp q BEST FIT 584.37008
<br />C=146.28• o L=40.00 N •- 100' OFFSET TO o 41 RAILROAD TRACKS OFFSET INE FOR CENTERLINE OF
<br />W 4:zz 1111,
<br />10 95.18, 2 o I CALC 103+18 R4 0 TRACKS 4 FEET SOUTHERLY CENTERLINE OF RAILROAD STA 109+02.4 1
<br />3g 1 j" �Z 123 8' a RIGHT OF WAY PER R1 &R OR CENTERLINE OF RAILROAD o HELD PER R1, R4 O o gNSF RR
<br />O
<br />(EAST N
<br />;v/ 0a+. L=-N84'37'08"W )R4 o I o
<br />h �, iP. 150.39'(T) R=3600.00' x 120.08'
<br />F -- A=02'23'36" N84'37'08"W 157.5 X ___ -_-- - - - _ - S84'37'08"E N v
<br />�, O � - - ___ 470.92 (EAST 468')R4 0 o N
<br />�`• - - _ z
<br />v
<br />4, p3. - - - N o
<br />C,65 658 O R=1195 1g' ter'. O �. GUSTIN rti0 SSB,
<br />4- 3'1536 J �\ (DOC. 2006-0243168) J, (89 D 375)
<br />PARCEL "ONE" FST ? N N
<br />,� `� APN:367-042-001 FAQ ?8 io =
<br />GERLACK R=1195.18 IJP 0 �Y 6 0 �
<br />(DOC. 2014-057003) A=01'03'16" "W r'o s �'� SEE DETAIL "G" ? �� HELD WOOD/WIRE FENCE AS BEST o
<br />o % ?AR, EVIDENCE OF PROPERTY LINE 0 0
<br />APN:367-020-023 L=22.00 wJ � �'- J,Q 00 N
<br />to d, A
<br />N85' 12'40"W277.30' o U.S.A.
<br />(16410 O.R. 540)
<br />moo. GRAPHIC SCALE (WESTERLY 283.1')R4 �4.1
<br />60 0 30 60 120 240
<br />Fj HELD WOOD WIRE FENCE AS BEST
<br />p,. EVIDENCE OF PROPERTY LINE SOUTHERLY
<br />( IN FEET )
<br />1 inch = 60 ft.
<br />Assessor's Parcel Numbers: 367-041-008, 367-042-001, 367-020-023
<br />SHEET TWO OF TWO
<br />0
<br />0
<br />cD
<br />L0
<br />0
<br />0
<br />N
<br />0
<br />z
<br />M
<br />0
<br />LEGEND AND ABBREVIATIONS
<br />PROPERTY OR R.O.W. LINE
<br />- -
<br />- RANCHO LINE
<br />- -
<br />OLD LOT LINE
<br />RADIAL LINE
<br />- - - - -
<br />- - SURVEY TIE LINE
<br />-
<br />CENTERLINE OF RAILROAD RIGHT OF WAY
<br />CENTERLINE OF RAILROAD TRACKS
<br />x
<br />FENCE LINE (AS NOTED)
<br />- - -
<br />- EDGE OF DIRT FOOT/VEHICLE PATH
<br />STORAGE SHED
<br />FOUND IRON PIPE (AS NOTED)
<br />0
<br />SET 1" IRON PIPE WITH PLASTIC SURVEY CAP
<br />(LS 7893)
<br />pQ
<br />SET 5/8" REBAR WITH PLASTIC SURVEY CAP
<br />(LS 7893)
<br />vSET
<br />MAG NAIL SPIKE AND WASHER (LCC INC.
<br />LS 7893)
<br />MARZI
<br />(DOC. 2016-034747)
<br />APN:367-041-012
<br />RANCHO EL PINOLE
<br />POR. SEC 25 T21N R3W M.D.M.
<br />i
<br />RECORD OF SURVEY
<br />(S5T56'08"E)R3 RS 4
<br />S56'35'22"E R2 +M
<br />10.10' R2+R3+M
<br />A PORTION OF THE RANCHO EL PINOLE AND
<br />A PORTION OF LOT 5 IN SECTION 25, TN2, R3W,
<br />100, MOUNT DIABLO MERIDIAN
<br />DUSTIN CITY OF MARTINEZ - CONTRA COSTA COUNTY - CALIFORNIA
<br />(DOC. 2006-0243168) DECEMBER 2018
<br />APN:367-041-004(S5T56'O8"E)R3
<br />S56'35'22"E R2 +M LCC ENGINEERING & SURVEING, INC.
<br />- - - - -
<br />25.25' R2+R3+M 930 ESTUDILLO ST.
<br />1.5" 1.P. W/ NAIL MARTINEZ, CALIFORNIA
<br />NIERHAKE No TAG) R2
<br />�d �. (DOC. 2006-256452) SS6. SCALE: 1 "= 60'
<br />SEARCHED, FOUND NOTHING - FOR RECORD MONUMENT ry x APN:367-041-005 �6•q
<br />x PER RX(UNLESS OTHERWISE NOTED) ,� r� � ?Sp, ?>-VL
<br />M + RX MEASURED AND PER RECORD RXN
<br />co
<br />( )RX RECORD DATA (SEE REFERENCE NUMBER X) �� 401 o x� r0+
<br />O
<br />I.P. IRON PIPE � � 2 �"�ry ��� 7.51M�7 1*0
<br />(T) TOTAL SMITH
<br />(R) RADIAL (DOC. 2016-068774) �.ry� C9 h r�
<br />CALC CALC APN:367-041-013 = A PETERSON N 0.5" I.P. W/ NAIL
<br />?N �� �ryd` (DOC. 2014-142066) 2cV N (NO TAG) R2
<br />E.C. END OF CURVE
<br />APN:367-041-006 SS6`.
<br />P.C.C. POINT OF COMPOUND CURVE
<br />NIERHAKE CV
<br />BASIS OF BEARINGS: �� (DOC. 2013-082960) I 99J� p,3• R
<br />FOUND IRON PIPE MONUMENTS ON APN:367-041-007
<br />WEST LINE OF DUANE LANE PER BANUELOS
<br />\�'� RECORD OF SURVEY 139 LSM 43 (DOC.2o0o-182457) A�Ls� ��pp• (N5CO7'O0"E)R3. Ls�? ,�`'� ls"LP.W/TAG (RCE 9622)
<br />,'�\�o�,, HELD AS NORTH 25°25'01 " EAST. ) APN:367-041-001 " " 893�R2 N55'27'46"E o =`�'a PER R2
<br />U, SEE DETAIL A " 52.97 e
<br />(N68'27 00 E)R ry
<br />(EASTERLY, NO DIST )R . N69'47'46 E
<br />r
<br />� S84'37'O8"E 50.43'
<br />36.52
<br />\ STA 98+84.40 QUO FOUND EVIDENCE OF Woo V6
<br />FENCE "TEE" qT PROPERTY LINE ^� SEE DETAIL "B" SEE DETAIL "D" SEE DETAIL "F" �'�� SFN 1.5" I.P. PER R 1
<br />\ PER R5& R6 "TEE" �ry �� // g'S1'6 x�
<br />.761 SEE DETAIL "C" .�1R , ^ SEE DETAIL "E" 2" I.P.(NO TAG) R 0�O o a
<br />p0 t� 1 tkg. ASCU ��
<br />o CALC P.C.C. AT �"' � a1 � Gvg'S 43�6$i KARNES
<br />�o N05'22'52"E (NORTHERLY)R . S86'17'15"E)R lN6 p1 �6 / �6-p2 E' (DOC. 2006-0176899) �
<br />STA 101+34.36 30.00 R +M ` ( " 6� 'l/ OC 2 "C ^ +
<br />�!' BASED ON RR TRACKS 3 - S84'S6 29 E 106.86' �_, N 118 �'0 CtiL APN:367-041-011
<br />06 \ (WESTERLY 292.55')R / / p F+R 36� -0�� -`� ALLEN
<br />CALC E.C. AT STA 102+80.57
<br />L=24 BASED ON RR TRACKS App
<br />9.96' ,+ I N84'37'08"W 0 � (DOC. 97-227065)
<br />4= RR=g� (103+14.69)R5,(103+18)R6 o I �� / 292.84 (N86'02'4Q' N84'37'Og"yy 306.26' voi APN:367-050-001
<br />cn 1 a .d o 599.10 T' 305.85 (DOC. 2006-0176899
<br />4 2327" 18 iQ o c N84'37'08"W ) PER
<br />v L=146.21 ' R=3506-66, / o w
<br />() (WESTERLY 598.40 (T))R6 SFN - AXLE PER R
<br />"_ a
<br />00 �s%P -A.
<br />I A=02'23'36 iE�lW S84'37'0- 8---E - (78 D 367) o
<br />o' 0. \ 41 $ - -�_ _ 0 I S01'36'21 "W
<br />R=3600.00' �I_ / "FARM CROSSING" AT 103+38 �"- _ 'n I 50.10' R1+R6+M
<br />A=00'3811" tN Ig� (t03+20) PER PARCEL "TWO" R3 b crt° CALCULATEp q BEST FIT 584.37008
<br />C=146.28• o L=40.00 N •- 100' OFFSET TO o 41 RAILROAD TRACKS OFFSET INE FOR CENTERLINE OF
<br />W 4:zz 1111,
<br />10 95.18, 2 o I CALC 103+18 R4 0 TRACKS 4 FEET SOUTHERLY CENTERLINE OF RAILROAD STA 109+02.4 1
<br />3g 1 j" �Z 123 8' a RIGHT OF WAY PER R1 &R OR CENTERLINE OF RAILROAD o HELD PER R1, R4 O o gNSF RR
<br />O
<br />(EAST N
<br />;v/ 0a+. L=-N84'37'08"W )R4 o I o
<br />h �, iP. 150.39'(T) R=3600.00' x 120.08'
<br />F -- A=02'23'36" N84'37'08"W 157.5 X ___ -_-- - - - _ - S84'37'08"E N v
<br />�, O � - - ___ 470.92 (EAST 468')R4 0 o N
<br />�`• - - _ z
<br />v
<br />4, p3. - - - N o
<br />C,65 658 O R=1195 1g' ter'. O �. GUSTIN rti0 SSB,
<br />4- 3'1536 J �\ (DOC. 2006-0243168) J, (89 D 375)
<br />PARCEL "ONE" FST ? N N
<br />,� `� APN:367-042-001 FAQ ?8 io =
<br />GERLACK R=1195.18 IJP 0 �Y 6 0 �
<br />(DOC. 2014-057003) A=01'03'16" "W r'o s �'� SEE DETAIL "G" ? �� HELD WOOD/WIRE FENCE AS BEST o
<br />o % ?AR, EVIDENCE OF PROPERTY LINE 0 0
<br />APN:367-020-023 L=22.00 wJ � �'- J,Q 00 N
<br />to d, A
<br />N85' 12'40"W277.30' o U.S.A.
<br />(16410 O.R. 540)
<br />moo. GRAPHIC SCALE (WESTERLY 283.1')R4 �4.1
<br />60 0 30 60 120 240
<br />Fj HELD WOOD WIRE FENCE AS BEST
<br />p,. EVIDENCE OF PROPERTY LINE SOUTHERLY
<br />( IN FEET )
<br />1 inch = 60 ft.
<br />Assessor's Parcel Numbers: 367-041-008, 367-042-001, 367-020-023
<br />SHEET TWO OF TWO
<br />0
<br />0
<br />cD
<br />L0
<br />0
<br />0
<br />N
<br />0
<br />z
<br />M
<br />0
<br />
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