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<br />35 I 40'
<br />FD, 3/4" I.P.
<br />TAGGED LS 5443 (G)
<br />0.08' NORTH
<br />FD. 2 1/2" BRASS DISK STAMPED "CITY OF RIPON FD. 3/4" I.P.
<br />PLS 5443" AT WEST 1/4 CORNER SECTION 20 (J) TAGGED LS 5443 (G)
<br />12.83'(M)(D)(E)(F)(H) FD. 3/4" I.P. 0.09' NORTH
<br />12.63'(( N89'50'23"W (BASIS OF BEARINGS) TAGGED LS 4450
<br />0.09' SOUTH
<br />FD. 3/4" I.P. TAGGED LS 7600 (H)-
<br />0.04' NORTH, ACCEPTED FOR WEST
<br />LINE OF LOT 3 (A)
<br />n LOTIl2
<br />L 9 KaiI
<br />L Y 1
<br />�J TA a R - 0
<br />FD. 3/4" I.F. TAGGED LS 4450 (F)
<br />30.00' NORTH OF CENTERLINE
<br />6
<br />TRACT NO. 3879
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />SI L V ERST E
<br />BEING A SUBDIVISION OF A PORTION OF SECTION 20,
<br />T.2S., R.BE., MOUNT DIABLO MERIDIAN, IN THE CITY OF
<br />RIPON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />JOB NO. 15006 JUNE, 2016 SHEET 2 OF 5
<br />pa�eLG
<br />CD
<br />n
<br />72.88'(M)'
<br />�('�
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<br />4 PTA -0
<br />m
<br />-N89'54'39" W- 1243.20'(M) 1243.0'(A)(B)
<br />67.01' M ;- 170.Oi' M L
<br />( ). �� ( )O
<br />466.2'(A)I S.F.N. "'
<br />1243.32'(E)(F) 1243.43'(Gl
<br />- 140.83' M
<br />( )
<br />- - - - ---1
<br />- I' ;--
<br />50.00' �05.42'(M) - 1j pancap G aI c-nL
<br />466.27'(M)
<br />LS 4450
<br />,..
<br />p
<br />M K S.F.N.
<br />( )O 9
<br />N
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<br />(D)
<br />TRACT NO. 3879
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />SI L V ERST E
<br />BEING A SUBDIVISION OF A PORTION OF SECTION 20,
<br />T.2S., R.BE., MOUNT DIABLO MERIDIAN, IN THE CITY OF
<br />RIPON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />JOB NO. 15006 JUNE, 2016 SHEET 2 OF 5
<br />GDR ENGINEERING, /tic.
<br />ENGIN EEr21NG/SURVEYING/PLANNING
<br />3525 MITCHELL ROAD, SUITE G CEERES, CA 95307
<br />TELEPHONE: (209) 538-3360 FAY.: (209) 538-7370
<br />www.gdrengineering.com
<br />FD. 2 1/2" BRASS DISK STAMPED "CITY OF RIPON
<br />PLS 5443" AT INTERIOR 1/4 CORNER SECTION 20 (J)
<br />17.'( )) 1305.53'(M) -
<br />�
<br />►V�ILGEO
<br />AVENUE
<br />72.88'(M)'
<br />�('�
<br />2661.64'(M)(J) GRID 2661.84'(M)(*J) GROUND
<br />1/4 SECTION LINE-�F7
<br />'
<br />72.91(F)(
<br />N
<br />1283.23'(M) 1283.36'(( 1283.34'(E)(F) 1283.46'(G)
<br />1283.42'(B)
<br />FD. 3/4"
<br />N�
<br />-
<br />-N89'54'39" W- 1243.20'(M) 1243.0'(A)(B)
<br />67.01' M ;- 170.Oi' M L
<br />( ). �� ( )O
<br />466.2'(A)I S.F.N. "'
<br />1243.32'(E)(F) 1243.43'(Gl
<br />- 140.83' M
<br />( )
<br />- - - - ---1
<br />- I' ;--
<br />50.00' �05.42'(M) - 1j pancap G aI c-nL
<br />466.27'(M)
<br />LS 4450
<br />,..
<br />1
<br />M K S.F.N.
<br />( )O 9
<br />�
<br />'
<br />777.12'(M) 777.0'(A)
<br />S.F.N.
<br />� : _ L4�@a']_aC
<br />i
<br />GDR ENGINEERING, /tic.
<br />ENGIN EEr21NG/SURVEYING/PLANNING
<br />3525 MITCHELL ROAD, SUITE G CEERES, CA 95307
<br />TELEPHONE: (209) 538-3360 FAY.: (209) 538-7370
<br />www.gdrengineering.com
<br />FD. 2 1/2" BRASS DISK STAMPED "CITY OF RIPON
<br />PLS 5443" AT INTERIOR 1/4 CORNER SECTION 20 (J)
<br />17.'( )) 1305.53'(M) -
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<br />FD. 3/4"
<br />N�
<br />L
<br />1.
<br />3,
<br />u
<br />TAGGED
<br />LS 4450
<br />�
<br />1
<br />1
<br />�
<br />'
<br />TAGGED LS 4450 (E)CD
<br />1.00' WITNESS CORNER, AS FOLLOWS:
<br />z
<br />a
<br />PLASTIC CAP TAGGED LS
<br />4334
<br />c9. G) t
<br />(D)
<br />I I `'•`
<br />20 C' = L5330G
<br />LV
<br />4334 IN MON. WELL (D)
<br />FD.
<br />o9.3T(Ml
<br />S.F.N. S89'54'32"E, 0.15' FROM o
<br />37
<br />g
<br />�I^
<br />1
<br />G
<br />0=T1Sn
<br />s °j
<br />386.81'(F)
<br />CD
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<br />G
<br />��
<br />LS 4334
<br />PROPERTY CORNER
<br />r
<br />3T o GENERAL NC)TES
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<br />LP.
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<br />1.
<br />3,
<br />u
<br />TAGGED
<br />LS 4450
<br />�
<br />1
<br />1
<br />�
<br />Fr -D. 3/4" REBAR W/ PLASTIC
<br />zl CAP TAGGED LS 4334 (D)
<br />i -ru. up+ RL.aHr, vv7
<br />PLASTIC CAP
<br />TAGGED LS 4334 (D)
<br />I
<br />LLQ
<br />IDAHO STREET z
<br />Lu
<br />FD. 3/4" REBAR W/ I >
<br />PLASTIC CAP TAGGED LS
<br />4334 IN MON. WELL (D)
<br />I�
<br />FD. 2 1/2" BRASS CAP STAMPED "CITY OF RIPON RCE 29547"
<br />IN MON. WELL AT SOUTHWEST CORNER SECTION 20 (J)
<br />z -
<br />O
<br />S.F.N. m N89'54'32'W 260.661(m)9.5T(M)
<br />! �
<br />N89'54'32"W S76'14'57"E(R)
<br />170.01'(M)(L) �_
<br />FD. 3/4" I.P. TAGGED o
<br />LOT F LS 6947 (NO REF.) s
<br />S.F.N. o 0
<br />FD. 3/4" I.P. TAGGED LS 6947 LO`7 G L'07 7 LOT L' m
<br />(FD. ON G, ORIGIN UNKNOWN) 0D 8
<br />1621.54'(M) 621.4'(A) l
<br />,
<br />310.87'(M)
<br />612.67'(M) 612 48'�B)(K) 612 7�'(H) -
<br />j I N89'54'32"W 1243.29 (M) 1243.0 (A)(B) 1243.35'(E)(F) 1243.43'(H)
<br />`f22.16'(M) 22.00'(D) 22.21'(F*)
<br />I i TEMPORARY EASEMENT FOR RESIDENTIAL VEHICULAR,,
<br />430.00'(M)(D) PEDESTRIAN AND PUBLIC SAFETY CUL-DE-SAC TO
<br />TERMINATE UPON EXTENSION OF FRANKLIN LANE
<br />THROUGH THE BOUNDARIES OF THE PROPERTY BEING
<br />n SEE DETAIL'A' SUBDIVIDED PER I.N. 97059978
<br />D--1
<br />ro
<br />M
<br />O
<br />10.00' PG&E POLE LINE &
<br />GAS PIPELINE EASEMENT
<br />BOOK 889, PAGE 389 S.C.R.
<br />S.F.N.
<br />!
<br />.35'(M) 349.31'(D) -
<br />N89'53'10"W 1283.41'(M)(C)(G)
<br />p5
<br />10
<br />- - - S.F.N.
<br />f 612.89'(M) 61248'((((((
<br />mc. mr( QkROLI]H!a; 011
<br />--- 8G e GaauF e 83
<br />44
<br />4s
<br />42
<br />Al
<br />f
<br />VD
<br />R
<br />SCALE: 1" = 80'
<br />FD. 3/4" I.P.
<br />TAGGED LS 3863 (C)�
<br />fi Ls
<br />s
<br />L
<br />CC, M
<br />FRANKLIN
<br />~_lD�.
<br />�('�
<br />- 1-=1,
<br />z
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<br />c o
<br />ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET
<br />FD. 3/4"
<br />LP.
<br />L
<br />1.
<br />3,
<br />FD.
<br />TAGGED
<br />LS 4450
<br />RECORDS, UNLESS OTHERWISE NOTED.
<br />1
<br />1
<br />FD. 3/4" REBAR W/
<br />'
<br />l (PEP, CR-16-220)ri�
<br />1.00' WITNESS CORNER, AS FOLLOWS:
<br />I\;
<br />PLASTIC CAP TAGGED LS
<br />4334
<br />c9. G) t
<br />(D)
<br />I I `'•`
<br />cc
<br />LV
<br />4334 IN MON. WELL (D)
<br />FD.
<br />o9.3T(Ml
<br />W'/
<br />4
<br />N
<br />630.62'(M) 630 X2'(6)-
<br />1
<br />N89'51'38`W
<br />386.88'(M)
<br />386.86'(D)
<br />386.81'(F)
<br />386.83'(G) -
<br />_
<br />o
<br />G
<br />GROSS ACRES.
<br />LS 4334
<br />I
<br />Fr -D. 3/4" REBAR W/ PLASTIC
<br />zl CAP TAGGED LS 4334 (D)
<br />i -ru. up+ RL.aHr, vv7
<br />PLASTIC CAP
<br />TAGGED LS 4334 (D)
<br />I
<br />LLQ
<br />IDAHO STREET z
<br />Lu
<br />FD. 3/4" REBAR W/ I >
<br />PLASTIC CAP TAGGED LS
<br />4334 IN MON. WELL (D)
<br />I�
<br />FD. 2 1/2" BRASS CAP STAMPED "CITY OF RIPON RCE 29547"
<br />IN MON. WELL AT SOUTHWEST CORNER SECTION 20 (J)
<br />z -
<br />O
<br />S.F.N. m N89'54'32'W 260.661(m)9.5T(M)
<br />! �
<br />N89'54'32"W S76'14'57"E(R)
<br />170.01'(M)(L) �_
<br />FD. 3/4" I.P. TAGGED o
<br />LOT F LS 6947 (NO REF.) s
<br />S.F.N. o 0
<br />FD. 3/4" I.P. TAGGED LS 6947 LO`7 G L'07 7 LOT L' m
<br />(FD. ON G, ORIGIN UNKNOWN) 0D 8
<br />1621.54'(M) 621.4'(A) l
<br />,
<br />310.87'(M)
<br />612.67'(M) 612 48'�B)(K) 612 7�'(H) -
<br />j I N89'54'32"W 1243.29 (M) 1243.0 (A)(B) 1243.35'(E)(F) 1243.43'(H)
<br />`f22.16'(M) 22.00'(D) 22.21'(F*)
<br />I i TEMPORARY EASEMENT FOR RESIDENTIAL VEHICULAR,,
<br />430.00'(M)(D) PEDESTRIAN AND PUBLIC SAFETY CUL-DE-SAC TO
<br />TERMINATE UPON EXTENSION OF FRANKLIN LANE
<br />THROUGH THE BOUNDARIES OF THE PROPERTY BEING
<br />n SEE DETAIL'A' SUBDIVIDED PER I.N. 97059978
<br />D--1
<br />ro
<br />M
<br />O
<br />10.00' PG&E POLE LINE &
<br />GAS PIPELINE EASEMENT
<br />BOOK 889, PAGE 389 S.C.R.
<br />S.F.N.
<br />!
<br />.35'(M) 349.31'(D) -
<br />N89'53'10"W 1283.41'(M)(C)(G)
<br />p5
<br />10
<br />- - - S.F.N.
<br />f 612.89'(M) 61248'((((((
<br />mc. mr( QkROLI]H!a; 011
<br />--- 8G e GaauF e 83
<br />44
<br />4s
<br />42
<br />Al
<br />f
<br />VD
<br />R
<br />SCALE: 1" = 80'
<br />FD. 3/4" I.P.
<br />TAGGED LS 3863 (C)�
<br />fi Ls
<br />FRANKLIN
<br />LANE
<br />ALL BEARINGS AND DISTANCES SHOWN ARE MEASURED
<br />'
<br />Ln
<br />UNLESS OTHERWSE NOTED.
<br />CI
<br />ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET
<br />,
<br />L,�
<br />L
<br />1.
<br />3,
<br />FD.
<br />3/4" REBAP,
<br />W/
<br />RECORDS, UNLESS OTHERWISE NOTED.
<br />cc
<br />4.
<br />FD. 3/4" REBAR W/
<br />PLASTIC CAP TAGGED
<br />LS
<br />1.00' WITNESS CORNER, AS FOLLOWS:
<br />PLASTIC CAP TAGGED LS
<br />4334
<br />IN MON. WELL
<br />(D)
<br />s
<br />cc
<br />LV
<br />4334 IN MON. WELL (D)
<br />FD.
<br />j 3/4" REBAR
<br />W'/
<br />4
<br />1
<br />PLASTIC
<br />CAP TAGGED
<br />47.41'(C)
<br />6.
<br />THIS SUBDIVISION CONTAINS 30 RESIDENTIAL LOTS ON 7.62
<br />G
<br />GROSS ACRES.
<br />LS 4334
<br />(D)
<br />r
<br />SEE SHEET 5 FOR LINE & CURVE TABLE AND DETAILS.
<br />G825G39TQvR H(0397MS')
<br />j
<br />CLS
<br />S4 - hAlr - 94
<br />--
<br />5-v J
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<br />�La
<br />�
<br />30'
<br />30'
<br />w
<br />=l
<br />�G'9G��oeL=30:
<br />47
<br />ro
<br />Fr -D. 3/4" REBAR W/ PLASTIC
<br />zl CAP TAGGED LS 4334 (D)
<br />i -ru. up+ RL.aHr, vv7
<br />PLASTIC CAP
<br />TAGGED LS 4334 (D)
<br />I
<br />LLQ
<br />IDAHO STREET z
<br />Lu
<br />FD. 3/4" REBAR W/ I >
<br />PLASTIC CAP TAGGED LS
<br />4334 IN MON. WELL (D)
<br />I�
<br />FD. 2 1/2" BRASS CAP STAMPED "CITY OF RIPON RCE 29547"
<br />IN MON. WELL AT SOUTHWEST CORNER SECTION 20 (J)
<br />z -
<br />O
<br />S.F.N. m N89'54'32'W 260.661(m)9.5T(M)
<br />! �
<br />N89'54'32"W S76'14'57"E(R)
<br />170.01'(M)(L) �_
<br />FD. 3/4" I.P. TAGGED o
<br />LOT F LS 6947 (NO REF.) s
<br />S.F.N. o 0
<br />FD. 3/4" I.P. TAGGED LS 6947 LO`7 G L'07 7 LOT L' m
<br />(FD. ON G, ORIGIN UNKNOWN) 0D 8
<br />1621.54'(M) 621.4'(A) l
<br />,
<br />310.87'(M)
<br />612.67'(M) 612 48'�B)(K) 612 7�'(H) -
<br />j I N89'54'32"W 1243.29 (M) 1243.0 (A)(B) 1243.35'(E)(F) 1243.43'(H)
<br />`f22.16'(M) 22.00'(D) 22.21'(F*)
<br />I i TEMPORARY EASEMENT FOR RESIDENTIAL VEHICULAR,,
<br />430.00'(M)(D) PEDESTRIAN AND PUBLIC SAFETY CUL-DE-SAC TO
<br />TERMINATE UPON EXTENSION OF FRANKLIN LANE
<br />THROUGH THE BOUNDARIES OF THE PROPERTY BEING
<br />n SEE DETAIL'A' SUBDIVIDED PER I.N. 97059978
<br />D--1
<br />ro
<br />M
<br />O
<br />10.00' PG&E POLE LINE &
<br />GAS PIPELINE EASEMENT
<br />BOOK 889, PAGE 389 S.C.R.
<br />S.F.N.
<br />!
<br />.35'(M) 349.31'(D) -
<br />N89'53'10"W 1283.41'(M)(C)(G)
<br />p5
<br />10
<br />- - - S.F.N.
<br />f 612.89'(M) 61248'((((((
<br />mc. mr( QkROLI]H!a; 011
<br />--- 8G e GaauF e 83
<br />44
<br />4s
<br />42
<br />Al
<br />f
<br />VD
<br />R
<br />SCALE: 1" = 80'
<br />FD. 3/4" I.P.
<br />TAGGED LS 3863 (C)�
<br />fi Ls
<br />i.
<br />ALL BEARINGS AND DISTANCES SHOWN ARE MEASURED
<br />'
<br />UNLESS OTHERWSE NOTED.
<br />Io2.
<br />e
<br />ALL DISTANCES AND DIMENSIONS SHOWN ARE IN FEET
<br />,
<br />L,�
<br />AND DECIMAL PARTS THEREOF.
<br />R=500.00'
<br />3,
<br />ALL RECORD INFORMATION IS FROM SAN JOAQUIN COUNTY
<br />G 15'08'32"
<br />RECORDS, UNLESS OTHERWISE NOTED.
<br />L=132.14'(M)
<br />4.
<br />A 3/4" IRON PIPE TAGGED L.S. 7823 IS SET AS A
<br />I132.16"')
<br />1.00' WITNESS CORNER, AS FOLLOWS:
<br />A) WITNESS CORNER TO FRONT LOT CORNERS SET ON
<br />91
<br />LOT LINE, 1.00 FEET FROM LOT CORNER.
<br />B) WITNESS CORNER AT STREET RETURNS SET AT
<br />`
<br />1.00' X 1.00' OFFSETS FROM RIGHT OF WAY LINE.
<br />FRANKLIN
<br />5.
<br />ALLINDRI030O C CORNERS
<br />NE STAGGARE MONUL.SM7823D WITH
<br />i47.35'(M) LANE
<br />UNLESS OTHERWISE NOTED.
<br />47.41'(C)
<br />6.
<br />THIS SUBDIVISION CONTAINS 30 RESIDENTIAL LOTS ON 7.62
<br />GROSS ACRES.
<br />7.
<br />SEE SHEET 5 FOR LINE & CURVE TABLE AND DETAILS.
<br />L j Lu
<br />34,
<br />�I
<br />LEGEND
<br />M v
<br />co M, rrj
<br />Lo 1p�
<br />cD
<br />L� c�
<br />N N
<br />Ln O N O
<br />M Z M z
<br />20' 37'
<br />SIM
<br />40
<br />32
<br />�I
<br />BASIS OF BEARINGS
<br />uj
<br />Q 35
<br />wr
<br />�
<br />L
<br />O
<br />HARBOUR
<br />TOWN LANE
<br />THE BEARING OF NORTH 89'50'23" WEST FOR THE NORTH LINE OF
<br />THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 2 SOUTH,
<br />RANGE 8 EAST, MOUNT DIABLO MERIDIAN AS SHOWN ON CITY OF
<br />RIPON RECORD OF SURVEY FILED IN BOOK. 35 OF SURVEYS, PAGE
<br />196; SAN JOAQUIN COUNTY RECORDS.
<br />__Co MONUMENT SET, A 3/4" (I.D.) X 30" IRON PIPE
<br />TAGGED L.S. 7F?3 IN MONUMENT WELL
<br />_Cr MONUMENT SET, A 3/4" (I.D.) X 30" IRON PIPE
<br />TAGGED L.S. 7823
<br />WITNESS CORNER, MONUMENTED WiTH A 3/4" (I.D.) X 30"
<br />�w.c. IRON PIPE TAGGED L.S. 7823, SET ON LOT LINE 3.00'
<br />FROM LOT CORNER, UNLESS OTHERWISE NOTED.
<br />MONUMENT FOUND, A 3/4" IRON PIPE TAGGED
<br />LS 3863(C), IN MONUMENT WELL, UNLESS OTHERWISE NOTED
<br />MONUMENT FOUND, A 3/4" IRON PIPE
<br />- TAGGED LS 4450 (E,G), UNLESS OTHERWISE NOTED
<br />P.U.E. PUBLIC UTILITIES EASEMENT
<br />S.F.N. SEARCHED, FOUND NOTHING
<br />REF. REFERENCE
<br />MON. MONUMENT
<br />FD. FOUND
<br />CR CORNER RECORD
<br />I.D. INSIDE DIAMETER
<br />I.P. IRON PIPE
<br />I.N. INSTRUMENT NUMBER
<br />S.F. SQUARE FEET
<br />S.J.C.P.. SAN JOAQUIN COUNTY RECORDS
<br />(M) MEASURED ON THIS SURVEY
<br />(A) BOOK 8 OF MAPS AND PLATS, PAGE 8
<br />(B) BOOK 3 OF SURVEYS, PAGE 57
<br />(C) BOOK 36 OF MAPS AND PLATS, PAGE 58
<br />(D) BOOK 34 OF MAPS AND PLATS, PAGE 14
<br />(E) BOOK 24 OF PARCEL MAPS, PAGE 66
<br />(F) BOOK 24 OF PARCEL MAPS, PAGE 56
<br />(G) BOOK 22 OF PARCEL MAPS, PAGE 154
<br />(H) BOOK 23 OF PARCEL MAPS, PAGE 70
<br />(J) BOOK 35 OF SURVEYS, PAGE 196
<br />(K) GRANT DEED, DOCUMENT NO. 2010-136412
<br />(L) GRANT DEED, DOCUMENT NO. 2010-163386
<br />(*) CALCULATED FROM REFERENCE SHOWN
<br />(R) RADIAL BEARING
<br />4a. -1e4 �l
<br />
|