|
\- ----- - -j- - -
<br />7
<br />Dj
<br />a -
<br />HARNEY LANE
<br />N87'22'20"E
<br />871.42'(1)(4)
<br />I
<br />EXISTING R.O.W.
<br />W
<br />R=201.37'
<br />w
<br />W
<br />Z
<br />v-
<br />`
<br />r I
<br />QZ
<br />6=-4'52'00"
<br />U)
<br />O
<br />z
<br />N88'55'17"E
<br />361.90'(4)
<br />L=17.10'(1)(4)
<br />o I0
<br />h
<br />7982"02.1'10"E
<br />cp
<br />co
<br />I
<br />—265.09'
<br />`
<br />71.77'
<br />7
<br />()(4)
<br />r
<br />290.13'
<br />- - _ _
<br />2504-�
<br />Q I
<br />c)
<br />0' I
<br />� I
<br />I
<br />N
<br />Lc)
<br />F- i
<br />Dj
<br />a -
<br />HARNEY LANE
<br />N87'22'20"E
<br />871.42'(1)(4)
<br />R=46.75'
<br />6=6'46'16"
<br />L=5.52'(4)
<br />I�
<br />N89'18'30"E 100.94'
<br />I�
<br />10' P.U.E. PER THIS M
<br />NOO'38'36"W 13.00'
<br />N89'18'15"E 152.7
<br />f POINT FALLS_
<br />Li ON MANHOLE
<br />PARCEL 3 Q W
<br />5.345± AC. a -
<br />Q
<br />� I
<br />0
<br />� I
<br />� o
<br />o
<br />CD
<br />Z b
<br />O
<br />0
<br />T
<br />PARCEL 14
<br />�25 P.M. 197
<br />\ -----------12 E.P.U.E. PER (4)
<br />_FOUND BOLT S89'21'24"W 200.81°(4) S$T38'18"W 225.89'
<br />IN ASPHALT 'n
<br />`1) N89'21'24"E EXITING R 0 W
<br />FOUND SPIKE & WASHER IS 7375"
<br />TO REMAIN UNTIL ULTIMATE ROAD
<br />IMPROVEMENTS ARE CONSTRUCTED
<br />/
<br />PARCEL 10
<br />25 P,M, 197
<br />60 30 0 60 120
<br />SCALE: 1" = 60'
<br />ROCKY
<br />PARCEL 11
<br />25 P.M. 197
<br />LO
<br />LO
<br />R=193.50' n
<br />6 7'16'30" 00
<br />L=24.57'(1)(4)
<br />N87'22'20"E 125.83'(1)(4) �sRj
<br />�6.
<br />-7.48'
<br />I
<br />I
<br />12' E.P.U.E. PER (2)---I
<br />00
<br />PARCEL 1 N
<br />1.251 ± AC.
<br />I
<br />CD
<br />I �
<br />I
<br />Lc�qN00*38'36"W
<br />AP 10' P.U.E.
<br />PER THIS MAP
<br />' --�---218_30°----
<br />35.49' S89'18'15"W 213.16
<br />248.65'(4)
<br />SET WITNESS CORNER
<br />S00'38'36"E 5.00'
<br />I
<br />PARCEL 6 I .
<br />25 P,M, 197 I
<br />u7
<br />cv
<br />M I
<br />I
<br />_ POINT FALLS
<br />ON MANHOLE I
<br />O
<br />M)
<br />a'i I0
<br />V) PARCEL 7
<br />25 P. VJ. "1 97
<br />I
<br />892.69'(4)
<br />LANE
<br />PARCEL 12 I PARCEL 13
<br />25 P.j\il. 197 25 P,M. 197 I
<br />59.5' 1 59.5'
<br />I
<br />3�
<br />I
<br />EXISTING R.O.W.
<br />C5
<br />R=201.37'
<br />Y I
<br />"
<br />O
<br />Z
<br />z
<br />`
<br />r I
<br />QZ
<br />6=-4'52'00"
<br />N88'55'17"E
<br />361.90'(4)
<br />L=17.10'(1)(4)
<br />7982"02.1'10"E
<br />:111111111177
<br />----------------
<br />—265.09'
<br />`
<br />71.77'
<br />7
<br />()(4)
<br />r
<br />290.13'
<br />- - _ _
<br />2504-�
<br />Q I
<br />� I
<br />I
<br />-
<br />-
<br />N
<br />12' E.P.U.E.
<br />PER (2)
<br />dLn
<br />I
<br />o
<br />00
<br />r
<br />o
<br />I
<br />z
<br />I"
<br />2
<br />0
<br />10' E. P.U.E. I I�
<br />3.PARCEL
<br />0.710± AC.
<br />N(O
<br />00
<br />"
<br />z
<br />-
<br />PER (3)—1 I
<br />I
<br />3:
<br />o
<br />NO2'41'38"E
<br />—25.49'(4)
<br />z
<br />o
<br />3:
<br />I I
<br />o
<br />10
<br />o N89'1
<br />8'30"E
<br />z
<br />Zloo
<br />57.97'
<br />ti -
<br />R=46.75'
<br />6=6'46'16"
<br />L=5.52'(4)
<br />I�
<br />N89'18'30"E 100.94'
<br />I�
<br />10' P.U.E. PER THIS M
<br />NOO'38'36"W 13.00'
<br />N89'18'15"E 152.7
<br />f POINT FALLS_
<br />Li ON MANHOLE
<br />PARCEL 3 Q W
<br />5.345± AC. a -
<br />Q
<br />� I
<br />0
<br />� I
<br />� o
<br />o
<br />CD
<br />Z b
<br />O
<br />0
<br />T
<br />PARCEL 14
<br />�25 P.M. 197
<br />\ -----------12 E.P.U.E. PER (4)
<br />_FOUND BOLT S89'21'24"W 200.81°(4) S$T38'18"W 225.89'
<br />IN ASPHALT 'n
<br />`1) N89'21'24"E EXITING R 0 W
<br />FOUND SPIKE & WASHER IS 7375"
<br />TO REMAIN UNTIL ULTIMATE ROAD
<br />IMPROVEMENTS ARE CONSTRUCTED
<br />/
<br />PARCEL 10
<br />25 P,M, 197
<br />60 30 0 60 120
<br />SCALE: 1" = 60'
<br />ROCKY
<br />PARCEL 11
<br />25 P.M. 197
<br />LO
<br />LO
<br />R=193.50' n
<br />6 7'16'30" 00
<br />L=24.57'(1)(4)
<br />N87'22'20"E 125.83'(1)(4) �sRj
<br />�6.
<br />-7.48'
<br />I
<br />I
<br />12' E.P.U.E. PER (2)---I
<br />00
<br />PARCEL 1 N
<br />1.251 ± AC.
<br />I
<br />CD
<br />I �
<br />I
<br />Lc�qN00*38'36"W
<br />AP 10' P.U.E.
<br />PER THIS MAP
<br />' --�---218_30°----
<br />35.49' S89'18'15"W 213.16
<br />248.65'(4)
<br />SET WITNESS CORNER
<br />S00'38'36"E 5.00'
<br />I
<br />PARCEL 6 I .
<br />25 P,M, 197 I
<br />u7
<br />cv
<br />M I
<br />I
<br />_ POINT FALLS
<br />ON MANHOLE I
<br />O
<br />M)
<br />a'i I0
<br />V) PARCEL 7
<br />25 P. VJ. "1 97
<br />I
<br />892.69'(4)
<br />LANE
<br />PARCEL 12 I PARCEL 13
<br />25 P.j\il. 197 25 P,M. 197 I
<br />59.5' 1 59.5'
<br />I
<br />3�
<br />I
<br />5 1
<br />C5
<br />Y I
<br />"
<br />O
<br />Z
<br />z
<br />`
<br />r I
<br />QZ
<br />V)
<br />IX
<br />59.5'
<br />c)
<br />Q I
<br />� I
<br />I
<br />tt •
<br />I r/�rKfr%
<br />® FOUND 5/8" REBAR W/PLASTIC CAP "L.S. 7375"
<br />FOUND CUT GASH IN SIDEWALK AT R.O.W. LINE
<br />}�( FOUND MONUMENT AS NO -FED
<br />FOUND 3/4" IRON ROD W/PLASTIC CAP "LS 6630"
<br />IN MONUMENT WELL EXCEPT AS NOTED
<br />o SET 5/8" REBAR W/PLASTIC CAP "L.S. 7375"
<br />( SET CUT GASH IN SIDEWALK AT R.O.W. LINE
<br />® SET STANDARD CITY OF LODI WELL MONUMENT
<br />{) EMBRACES RECORD DATA
<br />(R) RADIAL LINE
<br />O.R. OFFICIAL RECORDS OF SAN JOAQUIN COUNTY
<br />E.P.U.E. EXISTING PUBLIC UTILITY EASEMENT
<br />P.U.E.. PUBLIC UTILITY EASEMENT
<br />R.O.W. RIGHT OF WAY
<br />NO ACCESS RIGHTS LINE PER 25 P.M. 197
<br />REFERENCES
<br />(1) BOOK 25 OF PARCEL MAPS, AT PAGE 86
<br />(2) 2008-104996, 2008-104998, 2008-104999, O.R.
<br />(3) 2014-111124, O.R.
<br />(4) BOOK 25 OF PARCEL MAPS, AT PAGE 197
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE IDENTICAL WITH THE
<br />CENTERLINE OF THE REYNOLDS RANCH PARKWAY, AS SHOWN ON THE
<br />PARCEL MAP OF "REYNOLDS RANCH PHASE 3A", FILED IN BOOK 25 OF
<br />PARCEL MAPS, AT PAGE 197, GIVEN AS NO2'34'50"W BETWEEN FOUND
<br />MONUMENTS SHOWN HEREON. ROTATE BEARINGS CLOCKWISE 0'37'47" TO
<br />OBTAIN BEARINGS RELATIVE TO THE CITY OF LODI G.P.S. CONTROL
<br />NETWORK PER BOOK 37 OF SURVEYS, AT PAGE 50.
<br />f A i r
<br />BEING A RE -SUBDIVISION OF PARCELS 1, 29 31
<br />4, 5 8 & 9 AS SHOWN ON THE PARCEL MAP
<br />\ OF REYNOLDS RANCH PHASE 3A, FILED IN
<br />\ BOOK 25 OF PARCEL MAPS, AT PAGE 197,
<br />SAN JOAQUIN COUNTY RECORDS
<br />ILYING IN THE NORTHEAST 1/4 OF SECTION 24,
<br />TOWNSHIP 3 NORTH, RANGE 6 EAST, M.D.M.
<br />1 CITY OF LODI, COUNTY OF SAN JOAQUIN,
<br />STATE OF CALIFORNIA
<br />r FEBRUARY 2018
<br />2250 Douglas Blvd.
<br />w Suite 150
<br />Roseville, CA 95661
<br />w
<br />Ph: 916.788.2884
<br />c-) Fax: 916.788.4408
<br />SUBDIVISION NO. 2017-20 P ` SHEET 3 OF
<br />I
<br />�
<br />®
<br />"
<br />O
<br />Z
<br />z
<br />`
<br />r I
<br />tt •
<br />I r/�rKfr%
<br />® FOUND 5/8" REBAR W/PLASTIC CAP "L.S. 7375"
<br />FOUND CUT GASH IN SIDEWALK AT R.O.W. LINE
<br />}�( FOUND MONUMENT AS NO -FED
<br />FOUND 3/4" IRON ROD W/PLASTIC CAP "LS 6630"
<br />IN MONUMENT WELL EXCEPT AS NOTED
<br />o SET 5/8" REBAR W/PLASTIC CAP "L.S. 7375"
<br />( SET CUT GASH IN SIDEWALK AT R.O.W. LINE
<br />® SET STANDARD CITY OF LODI WELL MONUMENT
<br />{) EMBRACES RECORD DATA
<br />(R) RADIAL LINE
<br />O.R. OFFICIAL RECORDS OF SAN JOAQUIN COUNTY
<br />E.P.U.E. EXISTING PUBLIC UTILITY EASEMENT
<br />P.U.E.. PUBLIC UTILITY EASEMENT
<br />R.O.W. RIGHT OF WAY
<br />NO ACCESS RIGHTS LINE PER 25 P.M. 197
<br />REFERENCES
<br />(1) BOOK 25 OF PARCEL MAPS, AT PAGE 86
<br />(2) 2008-104996, 2008-104998, 2008-104999, O.R.
<br />(3) 2014-111124, O.R.
<br />(4) BOOK 25 OF PARCEL MAPS, AT PAGE 197
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE IDENTICAL WITH THE
<br />CENTERLINE OF THE REYNOLDS RANCH PARKWAY, AS SHOWN ON THE
<br />PARCEL MAP OF "REYNOLDS RANCH PHASE 3A", FILED IN BOOK 25 OF
<br />PARCEL MAPS, AT PAGE 197, GIVEN AS NO2'34'50"W BETWEEN FOUND
<br />MONUMENTS SHOWN HEREON. ROTATE BEARINGS CLOCKWISE 0'37'47" TO
<br />OBTAIN BEARINGS RELATIVE TO THE CITY OF LODI G.P.S. CONTROL
<br />NETWORK PER BOOK 37 OF SURVEYS, AT PAGE 50.
<br />f A i r
<br />BEING A RE -SUBDIVISION OF PARCELS 1, 29 31
<br />4, 5 8 & 9 AS SHOWN ON THE PARCEL MAP
<br />\ OF REYNOLDS RANCH PHASE 3A, FILED IN
<br />\ BOOK 25 OF PARCEL MAPS, AT PAGE 197,
<br />SAN JOAQUIN COUNTY RECORDS
<br />ILYING IN THE NORTHEAST 1/4 OF SECTION 24,
<br />TOWNSHIP 3 NORTH, RANGE 6 EAST, M.D.M.
<br />1 CITY OF LODI, COUNTY OF SAN JOAQUIN,
<br />STATE OF CALIFORNIA
<br />r FEBRUARY 2018
<br />2250 Douglas Blvd.
<br />w Suite 150
<br />Roseville, CA 95661
<br />w
<br />Ph: 916.788.2884
<br />c-) Fax: 916.788.4408
<br />SUBDIVISION NO. 2017-20 P ` SHEET 3 OF
<br />
|