|
x-104 D
<br />R)7- (i _ CAUPIELD WAY
<br />R)38
<br />R)2 (R)39
<br />R=12.00' d=75'57'10" L=15.91'
<br />N
<br />i
<br />N, U v
<br />cQi .U¢ W N
<br />a m
<br />zL48 L47
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<br />zw .^
<br />O N46'33'50"W 178.00'
<br />p KUTCHER STREET o
<br />w
<br />fir
<br />112 1 \ . I
<br />I
<br />PARCEL C
<br />F165W107
<br />s
<br />I N4633'50'W 108.1
<br />110
<br />TRACT 4215 (R3)
<br />c
<br />TRACT 4219
<br />4752 S.F.
<br />t3 v I
<br />PARCEL J
<br />N46'33'50"W
<br />PARCEL M PARCEL L
<br />STORNOWAYAVENUE
<br />4215 (R3) RIVER ISLANDS - PHASE 2
<br />TRACT 4215 (R3) TRACT 4215 (R3)
<br />U m
<br />7RACT
<br />VILLAGE 21
<br />Ip
<br />N46'33'10"W
<br />105.79' C5, F
<br />LB
<br />m
<br />L9 L10
<br />X L71 L12 A PORTION OF RANCHO EL PESCADERO, BEING SUBDIVISION OF PARCEL 9 OF
<br />6241 S.F.
<br />L7
<br />L6 n L13
<br />L14 TRACT 4205 (44 M&P 95), WOODLANDS EAST LARGE LOT FINAL MAP,
<br />13469(n
<br />L4 LS i,1 .-, u L15
<br />L16q
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />1,Zs q7"W
<br />DESIGNATED REMAINDER L17 MAY 2024
<br />0.805 ACRES: o
<br />DESIGNATED REMAINDER o r
<br />1s27 ACREstz PARCEL 1
<br />4=3'59'09" L=102.96'
<br />z
<br />w TRACT 4215 (R3)
<br />R)7- (i _ CAUPIELD WAY
<br />R)38
<br />R)2 (R)39
<br />R=12.00' d=75'57'10" L=15.91'
<br />N
<br />i
<br />N, U v
<br />cQi .U¢ W N
<br />a m
<br />zL48 L47
<br />w / I
<br />zw .^
<br />O N46'33'50"W 178.00'
<br />p KUTCHER STREET o
<br />w
<br />fir
<br />112 1 \ . I
<br />90
<br />MONUMENTATION NOTES
<br />0029 L=336.01, R=1480.00 4=31'5524 L=824,61 r = N6614'15"W PARCEL 5
<br />R=1450.00' d=36'10'43" L=915.58_ ---- _ 31.28'- TRACT 4205 (R1) 44804"('
<br />124.02)
<br />9 (
<br />R 10
<br />R=1420.00 d=32'2003 L=801.36'
<br />R)40 vy m 30• SZy.
<br />7
<br />37.61'
<br />R)42 (
<br />R)41 (
<br />R)11
<br />PARCEL 3 Q•
<br />TRACT 4205 (R1)
<br />N202 /
<br />o37.61'
<br />R)43 / o PARCEL B
<br />959 ACRES :
<br />3
<br />Ike
<br />70, 6 SWR
<br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788'
<br />o SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" y v` \e" ^o 'v24g6.1 453 S.F. g
<br />O SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED y „ o N / 10046, A m o
<br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788' Q y
<br />4, / ,
<br />M o N?724457 ? 18 WiR
<br />S.F.
<br />H
<br />c 2
<br />vFOUNDMONUMENTPER (RI)
<br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (RI)
<br />w^
<br />v 3 i 1p054• o
<br />yQ
<br />T SET 5/8" x 24" REBAR W/ PLASTIC PLUG 'PLS 7788" FOR ALL REAR LOT v 2 / N2 4461 S.F. o- O a /
<br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED Q o 920"
<br />PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL N / o/ WiR) 1'062','
<br />FRONT LOT CORNERS. o "/ 4S Qoo
<br />1 4465 S.F.
<br />w }{ SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL ORN32342.3" Q
<br />w m PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" 1 .-/R) 1pp.7p, 4 1
<br />v~iSEE DETAIL D }( FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY / / 5 /
<br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, 4470 S.F. „1
<br />Q ON SHEET 7
<br />1.17" BRASS DISK STAMPED "PLS 7788" PER (R7) N357027",R) 10 J
<br />O,
<br />z0 m
<br />zw
<br />R=12.00' 4=89'49'25" L=18.81'
<br />z N4623'15"W 505.63'
<br />O " _ N46-23'1 5-W 547.50'(T)
<br />O
<br />C48(T)
<br />360.56'(M -M)
<br />R)33 - - N46'23'15"W 235.06' -.
<br />106 105 104 103 102 101 100 99
<br />SEE SHEET 6
<br />w1 10' P.U.. 083
<br />E PARCEL 11
<br />R)44 30' (R)12 6 3' TRACT 4149 (R2)
<br />R=12.00' A=69'22'39" L=14.53') - 7324 S.F. /
<br />R)46 30 I U (R)13
<br />C57 '
<br />R=820.00' d=13'15'17 L=
<br />18970'
<br />I N39'04'58"W(R) 94.72'1
<br />R)46 -
<br />CONCORDIA AVENUE of lM Ml '
<br />O
<br />R)47 7
<br />@-
<br />R=850.00' d=15'15'19 _L=226'3R)17-\ r (R)16 /(R)14 9123 S.F. •__63.00'
<br />186.95'(M -M) 16 1gi 63 00
<br />N4623'15"W 131.95' oMl R=880.00' d=11'13'37" L=172.43' _
<br />G(
<br />R)15 y00
<br />nl-
<br />o-_---
<br />Ij
<br />OS e9049S.F.
<br />16 15 14 13 12 11 10 9 _ 9>r•
<br />I z
<br />NQ
<br />0
<br />NOTES
<br />1. SEE SHEET 3 FOR REFERENCES.
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND.
<br />3. SEE SHEET 7 FOR LINE & CURVE TABLES.
<br />N4623'15"W 139.51' o p
<br />25 26 27 I z
<br />STORNOWAYAVENUE
<br />60' 120'
<br />SCALE: 1' = 60'
<br />SHEET 5 OF 7
<br />44 _' 04- D
<br />I 111
<br />4770 S.F.
<br />F165W107
<br />s
<br />I N4633'50'W 108.1
<br />110
<br />z
<br />I
<br />c
<br />35' 1_ N46'23'15"W 126
<br />4752 S.F.
<br />t3 v I 33 39
<br />N46'33'50"W
<br />108.00' 24.5
<br />STORNOWAYAVENUE
<br />v J
<br />f 109 C
<br />opMUm 4738 S.F. (FN
<br />mt
<br />Ip
<br />N46'33'10"W
<br />105.79' C5, F
<br />I-3' W.E. 108 (R)36
<br />6241 S.F.
<br />90
<br />MONUMENTATION NOTES
<br />0029 L=336.01, R=1480.00 4=31'5524 L=824,61 r = N6614'15"W PARCEL 5
<br />R=1450.00' d=36'10'43" L=915.58_ ---- _ 31.28'- TRACT 4205 (R1) 44804"('
<br />124.02)
<br />9 (
<br />R 10
<br />R=1420.00 d=32'2003 L=801.36'
<br />R)40 vy m 30• SZy.
<br />7
<br />37.61'
<br />R)42 (
<br />R)41 (
<br />R)11
<br />PARCEL 3 Q•
<br />TRACT 4205 (R1)
<br />N202 /
<br />o37.61'
<br />R)43 / o PARCEL B
<br />959 ACRES :
<br />3
<br />Ike
<br />70, 6 SWR
<br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788'
<br />o SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" y v` \e" ^o 'v24g6.1 453 S.F. g
<br />O SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED y „ o N / 10046, A m o
<br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788' Q y
<br />4, / ,
<br />M o N?724457 ? 18 WiR
<br />S.F.
<br />H
<br />c 2
<br />vFOUNDMONUMENTPER (RI)
<br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (RI)
<br />w^
<br />v 3 i 1p054• o
<br />yQ
<br />T SET 5/8" x 24" REBAR W/ PLASTIC PLUG 'PLS 7788" FOR ALL REAR LOT v 2 / N2 4461 S.F. o- O a /
<br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED Q o 920"
<br />PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL N / o/ WiR) 1'062','
<br />FRONT LOT CORNERS. o "/ 4S Qoo
<br />1 4465 S.F.
<br />w }{ SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL ORN32342.3" Q
<br />w m PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" 1 .-/R) 1pp.7p, 4 1
<br />v~iSEE DETAIL D }( FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY / / 5 /
<br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, 4470 S.F. „1
<br />Q ON SHEET 7
<br />1.17" BRASS DISK STAMPED "PLS 7788" PER (R7) N357027",R) 10 J
<br />O,
<br />z0 m
<br />zw
<br />R=12.00' 4=89'49'25" L=18.81'
<br />z N4623'15"W 505.63'
<br />O " _ N46-23'1 5-W 547.50'(T)
<br />O
<br />C48(T)
<br />360.56'(M -M)
<br />R)33 - - N46'23'15"W 235.06' -.
<br />106 105 104 103 102 101 100 99
<br />SEE SHEET 6
<br />w1 10' P.U.. 083
<br />E PARCEL 11
<br />R)44 30' (R)12 6 3' TRACT 4149 (R2)
<br />R=12.00' A=69'22'39" L=14.53') - 7324 S.F. /
<br />R)46 30 I U (R)13
<br />C57 '
<br />R=820.00' d=13'15'17 L=
<br />18970'
<br />I N39'04'58"W(R) 94.72'1
<br />R)46 -
<br />CONCORDIA AVENUE of lM Ml '
<br />O
<br />R)47 7
<br />@-
<br />R=850.00' d=15'15'19 _L=226'3R)17-\ r (R)16 /(R)14 9123 S.F. •__63.00'
<br />186.95'(M -M) 16 1gi 63 00
<br />N4623'15"W 131.95' oMl R=880.00' d=11'13'37" L=172.43' _
<br />G(
<br />R)15 y00
<br />nl-
<br />o-_---
<br />Ij
<br />OS e9049S.F.
<br />16 15 14 13 12 11 10 9 _ 9>r•
<br />I z
<br />NQ
<br />0
<br />NOTES
<br />1. SEE SHEET 3 FOR REFERENCES.
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND.
<br />3. SEE SHEET 7 FOR LINE & CURVE TABLES.
<br />N4623'15"W 139.51' o p
<br />25 26 27 I z
<br />STORNOWAYAVENUE
<br />60' 120'
<br />SCALE: 1' = 60'
<br />SHEET 5 OF 7
<br />44 _' 04- D
<br />F165W107
<br />11741 S.F.
<br />z
<br />I
<br />c
<br />35' 1_ N46'23'15"W 126
<br />t3 v I 33 39
<br />STORNOWAYAVENUE
<br />90
<br />MONUMENTATION NOTES
<br />0029 L=336.01, R=1480.00 4=31'5524 L=824,61 r = N6614'15"W PARCEL 5
<br />R=1450.00' d=36'10'43" L=915.58_ ---- _ 31.28'- TRACT 4205 (R1) 44804"('
<br />124.02)
<br />9 (
<br />R 10
<br />R=1420.00 d=32'2003 L=801.36'
<br />R)40 vy m 30• SZy.
<br />7
<br />37.61'
<br />R)42 (
<br />R)41 (
<br />R)11
<br />PARCEL 3 Q•
<br />TRACT 4205 (R1)
<br />N202 /
<br />o37.61'
<br />R)43 / o PARCEL B
<br />959 ACRES :
<br />3
<br />Ike
<br />70, 6SWR
<br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788'
<br />o SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" y v` \e" ^o 'v24g6.1 453 S.F. g
<br />O SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED y „ o N / 10046, A m o
<br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788' Q y
<br />4, / ,
<br />M o N?724457 ? 18WiR
<br />S.F.
<br />H
<br />c 2
<br />vFOUNDMONUMENTPER (RI)
<br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (RI)
<br />w^
<br />v 3 i 1p054• o
<br />yQ
<br />T SET 5/8" x 24" REBAR W/ PLASTIC PLUG 'PLS 7788" FOR ALL REAR LOT v 2 / N2 4461 S.F. o- O a /
<br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED Q o 920"
<br />PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL N / o/ WiR) 1'062','
<br />FRONT LOT CORNERS. o "/ 4S Qoo
<br />1 4465 S.F.
<br />w }{ SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL ORN32342.3" Q
<br />w m PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" 1 .-/R) 1pp.7p, 4 1
<br />v~iSEE DETAIL D }( FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY / / 5 /
<br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, 4470 S.F. „1
<br />Q ON SHEET 7
<br />1.17" BRASS DISK STAMPED "PLS 7788" PER (R7) N357027",R) 10 J
<br />O,
<br />z0 m
<br />zw
<br />R=12.00' 4=89'49'25" L=18.81'
<br />z N4623'15"W 505.63'
<br />O " _ N46-23'1 5-W 547.50'(T)
<br />O
<br />C48(T)
<br />360.56'(M -M)
<br />R)33 - - N46'23'15"W 235.06' -.
<br />106 105 104 103 102 101 100 99
<br />SEE SHEET 6
<br />w1 10' P.U.. 083
<br />E PARCEL 11
<br />R)44 30' (R)12 6 3' TRACT 4149 (R2)
<br />R=12.00' A=69'22'39" L=14.53') - 7324 S.F. /
<br />R)46 30 I U (R)13
<br />C57 '
<br />R=820.00' d=13'15'17 L=
<br />18970'
<br />I N39'04'58"W(R) 94.72'1
<br />R)46 -
<br />CONCORDIA AVENUE of lM Ml '
<br />O
<br />R)47 7
<br />@-
<br />R=850.00' d=15'15'19 _L=226'3R)17-\ r (R)16 /(R)14 9123 S.F. •__63.00'
<br />186.95'(M -M) 16 1gi 63 00
<br />N4623'15"W 131.95' oMl R=880.00' d=11'13'37" L=172.43' _
<br />G(
<br />R)15 y00
<br />nl-
<br />o-_---
<br />Ij
<br />OS e9049S.F.
<br />16 15 14 13 12 11 10 9 _ 9>r•
<br />I z
<br />NQ
<br />0
<br />NOTES
<br />1. SEE SHEET 3 FOR REFERENCES.
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND.
<br />3. SEE SHEET 7 FOR LINE & CURVE TABLES.
<br />N4623'15"W 139.51' o p
<br />25 26 27 I z
<br />STORNOWAYAVENUE
<br />60' 120'
<br />SCALE: 1' = 60'
<br />SHEET 5 OF 7
<br />44 _' 04- D
|