|
TRACT 3331
<br />(R8)
<br />15
<br />12
<br />10
<br />0
<br />SEE SHEET 6
<br />8 1 7
<br />I HARTFORD COURT
<br />\ L=126.26'(M-M) EAST 292.V(M-M)
<br />=15 2 231.37' -
<br />NT436
<br />31, lM/ o
<br />151 \
<br />o
<br />=118_.20'(T)
<br />L 9 EAST 231.3-/(B)(T)
<br />p=1523'32" -
<br />C8 52.00' 52.00' 52.00'
<br />Lo
<br />I �o
<br />U I
<br />I I 17
<br />J
<br />61.25' M
<br />to
<br />62 58.00 U o0
<br />• 8c ----
<br />------ - ---- ------ -- --- !� j1
<br />N1096
<br />3.37'
<br />9.39'
<br />s 0
<br />L10' P.U.E 14.01' 05.15'
<br />52.01
<br />Vbill 82�' 4)
<br />_ N�5'Sg54E
<br />11
<br />TRACT 3328
<br />(RG)
<br />• n
<br />0 0 o P.U.E. 3 O\ 3000,
<br />0 0 0
<br />0PARCEL A 10
<br />17 18 = 1,855 S.F.
<br />5,200 S.F. 5,800 S.F. o
<br />z z z Q
<br />o �,j
<br />A? A? co:) �
<br />52.00' 58.00'
<br />o
<br />EAST 160.44'(T) ,
<br />�
<br />r r
<br />D
<br />10,633 S.F. 10 pUf. h ckD = _rn
<br />00, /
<br />18930, 0 10 3000
<br />z 20 10 u
<br />10,264 S.F. N72'40'30"W(R)
<br />i
<br />41
<br />I h
<br />10
<br />No N7629,4 ,W 165 88 c�n
<br />ocyl co
<br />Go N76'29'43"W R :v
<br />21
<br />8,955 S.F. 1 v z
<br />Iv oo `"g
<br />/ o
<br />u �
<br />9 N80' "
<br />18'57 W 147.78' I
<br />� J
<br />Jo N8018'57"W R IM
<br />22 N82'11'03"W R I U
<br />8,487 S.F. 0_001_ °
<br />n
<br />/ tov
<br />N68'49'23"W R o
<br />N84'01'29"W
<br />8 128.47'(8) ®7 n
<br />C",
<br />o
<br />N74'30'48"W(R) G 1
<br />TRACT 3328.7
<br />(R4) N86'06'58"W(R)
<br />N
<br />_ II
<br />U 4I7 6
<br />1-5a- 37.00' r 37'
<br />O 00
<br />oq
<br />r
<br />:r :2
<br />\ of o
<br />6 z v oM
<br />_ 41.67' M 62.00'- - -
<br />EAST 103.67(M-M)(R4) EAST 108.64'(M-M)(R4)
<br />I
<br />25
<br />TRACT 3832 (R5)
<br />24 N
<br />23
<br />�T
<br />TRACT 3894
<br />RIVER ISLANDS - PHASE 1 B
<br />VILLAGES J & K
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3831 (43 M&P 16)
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />JUNE 2018
<br />LEGEND
<br />S
<br />l
<br />., `
<br />•ENC51N-E-Ei:�1NG
<br />0' 20' 40' 80'
<br />SCALE: 1" = 40'
<br />0 MONUMENT TO BE SET PER (R7)
<br />PARCEL A Qo MONUMENT TO BE SET PER (R8)
<br />TRACT 3332 (R5) 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER
<br />22 (R4), (R5), (R7) OR (138), RESPECTIVELY, UNLESS OTHERWISE NOTED
<br />X MONUMENT TO BE SET PER (R4)
<br />�o FOUND MONUMENT STAMPED "PLS 7788" PER (R5)
<br />3.00' WITNESS CORNER (W.C.), MEASURED ALONG LOT LINE, RADIAL LINE
<br />OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" IRON
<br />PIPE W/ PLASTIC PLUG "PLS 7788-
<br />0 SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788"
<br />200.00'(Ri) MEASURED AND RECORD DATA PER REFERENCE (Rt)
<br />(R1) RECORD DATA PER REFERENCE (R1)- REFER TO REFERENCE LIST ON SHEET 2
<br />(M -M) MONUMENT TO MONUMENT
<br />(B) BOUNDARY
<br />CL CENTERLINE
<br />(R) RADIAL BEARING
<br />(T) TOTAL
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />LOT LINE
<br />RIGHT-OF-WAY LINE
<br />BOUNDARY
<br />- - - - - - - - EASEMENT LINE
<br />PARCEL 3 — _ - CENTERLINE
<br />TRACT 3832 (R5)
<br />AQ DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R5)
<br />QB DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R8)
<br />1Q 5/8" REBAR WITH CAP "PLS 7788" PER (R4)
<br />Q2 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (R8)
<br />11 5/8" REBAR WITH CAP "PLS 7788" PER (137)
<br />® 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (137)
<br />Q5 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R7)
<br />It 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (R5)
<br />Q7 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R4)
<br />® 5/8" REBAR WITH CAP "PLS 7788" PER (R8)
<br />Q9 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R8)
<br />10 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R5)
<br />OPOEM� o�Mv Ri NOTES
<br />N1pg45�'E 13� 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00'
<br />/ INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS
<br />NOTED.
<br />C13( 2• 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS,
<br />UNLESS OTHERWISE NOTED.
<br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES.
<br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS.
<br />5. SEE SHEET 7 FOR LINE AND CURVE TABLES.
<br />TRACT 3828
<br />(V) SHEET OF 7
<br />I,
<br />R
<br />o
<br />co
<br />TRACT 3831
<br />14
<br />15
<br />16
<br />(RS) ?
<br />6,363 S.F.
<br />? 5,255 S.F.
<br />? 5,200 S.F.
<br />N
<br />13
<br />o
<br />z
<br />0
<br />z
<br />6,537 S.F.
<br />22
<br />N
<br />7.79'
<br />5.56'
<br />11 44.46'
<br />46.44'
<br />51.64,
<br />N88'19'03"E ,
<br />_,
<br />lal(S�
<br />iw 50.02'
<br />52.01
<br />Vbill 82�' 4)
<br />_ N�5'Sg54E
<br />11
<br />TRACT 3328
<br />(RG)
<br />• n
<br />0 0 o P.U.E. 3 O\ 3000,
<br />0 0 0
<br />0PARCEL A 10
<br />17 18 = 1,855 S.F.
<br />5,200 S.F. 5,800 S.F. o
<br />z z z Q
<br />o �,j
<br />A? A? co:) �
<br />52.00' 58.00'
<br />o
<br />EAST 160.44'(T) ,
<br />�
<br />r r
<br />D
<br />10,633 S.F. 10 pUf. h ckD = _rn
<br />00, /
<br />18930, 0 10 3000
<br />z 20 10 u
<br />10,264 S.F. N72'40'30"W(R)
<br />i
<br />41
<br />I h
<br />10
<br />No N7629,4 ,W 165 88 c�n
<br />ocyl co
<br />Go N76'29'43"W R :v
<br />21
<br />8,955 S.F. 1 v z
<br />Iv oo `"g
<br />/ o
<br />u �
<br />9 N80' "
<br />18'57 W 147.78' I
<br />� J
<br />Jo N8018'57"W R IM
<br />22 N82'11'03"W R I U
<br />8,487 S.F. 0_001_ °
<br />n
<br />/ tov
<br />N68'49'23"W R o
<br />N84'01'29"W
<br />8 128.47'(8) ®7 n
<br />C",
<br />o
<br />N74'30'48"W(R) G 1
<br />TRACT 3328.7
<br />(R4) N86'06'58"W(R)
<br />N
<br />_ II
<br />U 4I7 6
<br />1-5a- 37.00' r 37'
<br />O 00
<br />oq
<br />r
<br />:r :2
<br />\ of o
<br />6 z v oM
<br />_ 41.67' M 62.00'- - -
<br />EAST 103.67(M-M)(R4) EAST 108.64'(M-M)(R4)
<br />I
<br />25
<br />TRACT 3832 (R5)
<br />24 N
<br />23
<br />�T
<br />TRACT 3894
<br />RIVER ISLANDS - PHASE 1 B
<br />VILLAGES J & K
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3831 (43 M&P 16)
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />JUNE 2018
<br />LEGEND
<br />S
<br />l
<br />., `
<br />•ENC51N-E-Ei:�1NG
<br />0' 20' 40' 80'
<br />SCALE: 1" = 40'
<br />0 MONUMENT TO BE SET PER (R7)
<br />PARCEL A Qo MONUMENT TO BE SET PER (R8)
<br />TRACT 3332 (R5) 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER
<br />22 (R4), (R5), (R7) OR (138), RESPECTIVELY, UNLESS OTHERWISE NOTED
<br />X MONUMENT TO BE SET PER (R4)
<br />�o FOUND MONUMENT STAMPED "PLS 7788" PER (R5)
<br />3.00' WITNESS CORNER (W.C.), MEASURED ALONG LOT LINE, RADIAL LINE
<br />OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" IRON
<br />PIPE W/ PLASTIC PLUG "PLS 7788-
<br />0 SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788"
<br />200.00'(Ri) MEASURED AND RECORD DATA PER REFERENCE (Rt)
<br />(R1) RECORD DATA PER REFERENCE (R1)- REFER TO REFERENCE LIST ON SHEET 2
<br />(M -M) MONUMENT TO MONUMENT
<br />(B) BOUNDARY
<br />CL CENTERLINE
<br />(R) RADIAL BEARING
<br />(T) TOTAL
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />LOT LINE
<br />RIGHT-OF-WAY LINE
<br />BOUNDARY
<br />- - - - - - - - EASEMENT LINE
<br />PARCEL 3 — _ - CENTERLINE
<br />TRACT 3832 (R5)
<br />AQ DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R5)
<br />QB DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R8)
<br />1Q 5/8" REBAR WITH CAP "PLS 7788" PER (R4)
<br />Q2 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (R8)
<br />11 5/8" REBAR WITH CAP "PLS 7788" PER (137)
<br />® 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (137)
<br />Q5 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R7)
<br />It 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (R5)
<br />Q7 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R4)
<br />® 5/8" REBAR WITH CAP "PLS 7788" PER (R8)
<br />Q9 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R8)
<br />10 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R5)
<br />OPOEM� o�Mv Ri NOTES
<br />N1pg45�'E 13� 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00'
<br />/ INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS
<br />NOTED.
<br />C13( 2• 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS,
<br />UNLESS OTHERWISE NOTED.
<br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES.
<br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS.
<br />5. SEE SHEET 7 FOR LINE AND CURVE TABLES.
<br />TRACT 3828
<br />(V) SHEET OF 7
<br />I,
<br />R
<br />
|