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GPS STATION No.
<br />6023 (K) FD 2-1/2"
<br />BRASS DISK
<br />STAMPED CITY OF
<br />RIPON L.S. 6953
<br />(C R-09-84) AT
<br />SOUTH 1/4 SECTION
<br />CORNER
<br />z
<br />�I
<br />a
<br />D.D. SHEET No. 60
<br />W
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<br />W
<br />2-1/2" BRASS DISK
<br />STAMPED CITY OF RIPON
<br />RCE 29547 (CR -95-020)
<br />BOLT & WASHER (H)
<br />SURVEYOR'S NOTE:
<br />REFERENCES:
<br />HIGH SCHOOL PARKING
<br />411.82'(M)
<br />b 205.91'(M) 205.75'(G)
<br />S 8,9'57'SQ" F
<br />— N 88•57'59" w 771.82'(M) PINE STREET (609)
<br />205.91'(M) 360.00'(M&E)
<br />ry oo Ji Z)a w J31.5U (M&*G)
<br />1176.63'(M) 1176.5'(J)
<br />411.48 IN)
<br />WEST MAIN STREET
<br />SECTION LINE \
<br />1321.63'(M&B) 1321.50'(E)
<br />N 88'57'59" W (BOB) 2643.30'(M&K GRID) 2643.50'(GROUND)
<br />30' 30'
<br />I
<br />I �
<br />910.15'(M) 910.0'(G)
<br />SCALE 1"=80'
<br />FD 3/4" IRON PIPE
<br />(NO REF)
<br />N 88'57'59" W 115.00'(M&J)
<br />THE RIGHT-OF-WAY OF ACACIA AVENUE WAS ESTABLISHED BY USING THE BRASS
<br />(A)
<br />INDICATES
<br />BOOK
<br />33
<br />OF SURVEYS, PAGE 45, S.J.C.R.
<br />M
<br />DISK IN THE CENTER LINE OF MAIN STREET AND ACACIA AVENUE, THE 3/4" IRON
<br />B
<br />INDICATES
<br />BOOK
<br />32
<br />OF SURVEYS, PAGE 170, S.J.C.R.
<br />N 88.57'59" W
<br />PIPE AT THE NORTHWEST CORNER OF THE SUBJECT PROPERTY AND THE SPIKE AT
<br />FD 2-1/2" BRASS DISK IN MONUMENT
<br />M
<br />C)
<br />WELL PER CITY OF RIPON CONTROL
<br />N 88'57'59"
<br />63.00'
<br />W
<br />THE NORTH CORNER OF THE WEST LINE OF THE 1.031 ACRE PARCEL AS SHOWN ON
<br />(C)
<br />INDICATES
<br />BOOK
<br />18
<br />OF SURVEYS, PAGE 95, S.J.C.R.
<br />o
<br />N5.00
<br />BOOK 18 OF SURVEYS, PAGE 95.
<br />(D)
<br />INDICATES
<br />BOOK
<br />12
<br />OF SURVEYS, PAGE 40, S.J.C.R.
<br />�49sv• ��/O
<br />INDICATES
<br />(E)
<br />INDICATES
<br />BOOK
<br />10
<br />OF SURVEYS, PAGE 54, S.J.C.R.
<br />tiA
<br />THE EAST LINE OF ELM STREET WAS ESTABLISHED USING FOUND MONUMENTS AND
<br />(F)
<br />INDICATES
<br />BOOK
<br />OF
<br />SURVEYS, VOLUME 9, PAGE 60, S.J.C.R.
<br />9631 Sq.
<br />CHISELED CROSSES. BY HOLDING THE PINS TAGGED LS 4124 AND THE 3/4" IRON
<br />PIN 72.32 FEET SOUTH OF PINE STREET 5.00
<br />(G)
<br />INDICATES
<br />BOOK
<br />OF
<br />SURVEYS, VOLUME 8, PAGE 43, S.J.C.R.
<br />LS 5443
<br />AND FEET WEST OF THE
<br />N
<br />1
<br />I
<br />/IN SIDEWALKJOINT
<br />R/W
<br />/C
<br />RIGHT-OF-WAY, THE OFFSETS OF THE CHISELED CROSSES SHOW TO BE STANDARD
<br />(H)
<br />INDICATES
<br />BOOK
<br />OF
<br />SURVEYS, VOLUME 7, PAGE 226, S.J.C.R.
<br />D R.R. SPIKE (C)R
<br />DISTANCES.
<br />(I)
<br />INDICATES
<br />BOOK
<br />OF
<br />MAPS, VOLUME 9, PAGE 60, S.J.C.R.
<br />0
<br />(J)
<br />INDICATES
<br />JUDGMENT DOCUMENT NUMBER 2006-107672 S.J.C.R.
<br />1.031 ACRE PARCEL A1C
<br />THE RIGHT-OF-WAY LINE OF PINE STREET WAS ESTABLISHED BY HOLDING THE PLS
<br />(K)
<br />INDICATES
<br />BOOK
<br />35
<br />OF SURVEYS, PAGE 196, S.J.C.R.
<br />18 RS 95
<br />8920 NAIL AND WASHER, (L) AT THE SOUTH WEST CORNER OF McKEE COURT AND
<br />(L)
<br />LOCUST AND ALSO BY HOLDING THE IRON PIPE LS 2368 (G). USING THESE RECORD
<br />INDICATES
<br />NO REFERENCE. POSITION ACCEPTED
<br />DISTANCES, THE RESULTANT POSITION CLOSELY MATCHED IMPROVEMENTS ON PINE
<br />HIGH SCHOOL PARKING
<br />STREET.
<br />HIGH SCHOOL PARKING
<br />411.82'(M)
<br />b 205.91'(M) 205.75'(G)
<br />S 8,9'57'SQ" F
<br />— N 88•57'59" w 771.82'(M) PINE STREET (609)
<br />205.91'(M) 360.00'(M&E)
<br />ry oo Ji Z)a w J31.5U (M&*G)
<br />1176.63'(M) 1176.5'(J)
<br />411.48 IN)
<br />WEST MAIN STREET
<br />SECTION LINE \
<br />1321.63'(M&B) 1321.50'(E)
<br />N 88'57'59" W (BOB) 2643.30'(M&K GRID) 2643.50'(GROUND)
<br />30' 30'
<br />I
<br />I �
<br />910.15'(M) 910.0'(G)
<br />SCALE 1"=80'
<br />FD 3/4" IRON PIPE
<br />(NO REF)
<br />N 88'57'59" W 115.00'(M&J)
<br />N 8857'59" W 115.00'(M&J)
<br />DETAIL 1 " = 50'
<br />LEGEND:
<br />a
<br />PARCEL
<br />2
<br />SET 3/4" x 30" IRON PIPE,
<br />M
<br />4744 Sq.
<br />Ft.
<br />0
<br />INDICATES
<br />SET SPIKE FOR CENTER LINE
<br />N 88.57'59" W
<br />INDICATES
<br />FD 2-1/2" BRASS DISK IN MONUMENT
<br />M
<br />C)
<br />WELL PER CITY OF RIPON CONTROL
<br />N 88'57'59"
<br />63.00'
<br />W
<br />b
<br />`�'
<br />INDICATES
<br />S 01.02'01 " ;]=g)
<br />52.00'
<br />INDICATES
<br />o
<br />N5.00
<br />(M)
<br />INDICATES
<br />MEASURED ON THIS SURVEY
<br />FD
<br />INDICATES
<br />FOUND
<br />PM
<br />INDICATES
<br />PARCEL MAPS, S.J.C.R.
<br />RS
<br />INDICATES
<br />RECORD OF SURVEY, S.J.C.R.
<br />a
<br />o
<br />PARCEL
<br />10
<br />o
<br />N
<br />a
<br />Q0
<br />°°
<br />9631 Sq.
<br />Ft.
<br />INDICATES
<br />o
<br />N
<br />INDICATES
<br />SET SPIKE & WASHER
<br />LS 5443
<br />INDICATES
<br />N
<br />1
<br />I
<br />/IN SIDEWALKJOINT
<br />R/W
<br />INDICATES
<br />RIGHT—OF—WAY
<br />N 8857'59" W 115.00'(M&J)
<br />DETAIL 1 " = 50'
<br />LEGEND:
<br />INDICATES
<br />SET 3/4" x 30" IRON PIPE,
<br />TAGGED L.S. 5443, UNLESS
<br />OTHERWISE NOTED
<br />INDICATES
<br />SET SPIKE FOR CENTER LINE
<br />—o-
<br />INDICATES
<br />FD 2-1/2" BRASS DISK IN MONUMENT
<br />WELL PER CITY OF RIPON CONTROL
<br />SURVEY 35 RS 196 (OR AS NOTED)
<br />�—
<br />INDICATES
<br />FD MONUMENT AS NOTED
<br />+
<br />INDICATES
<br />FD CHISELED CROSS
<br />(M)
<br />INDICATES
<br />MEASURED ON THIS SURVEY
<br />FD
<br />INDICATES
<br />FOUND
<br />PM
<br />INDICATES
<br />PARCEL MAPS, S.J.C.R.
<br />RS
<br />INDICATES
<br />RECORD OF SURVEY, S.J.C.R.
<br />S.J.C.R.
<br />INDICATES
<br />SAN JOAQUIN COUNTY RECORDS
<br />(A)
<br />INDICATES
<br />MAP OR DOCUMENT REFERENCE
<br />(*G)
<br />INDICATES
<br />DATA CALCULATED FROM REFERENCE
<br />SFN
<br />INDICATES
<br />SEARCHED FOUND NOTHING
<br />M&P
<br />INDICATES
<br />MAPS AND PLATS, S.J.C.R.
<br />P.U.E.
<br />INDICATES
<br />PUBLIC UTILITY EASEMENT
<br />Sq.Ft.
<br />INDICATES
<br />SQUARE FEET
<br />R/W
<br />INDICATES
<br />RIGHT—OF—WAY
<br />(BOB)
<br />INDICATES
<br />BASIS OF BEARINGS
<br />R.R.
<br />INDICATES
<br />RIAILROAD
<br />C. R.
<br />INDICATES
<br />CORNER RECORD, S.J.C.S.R.
<br />S.J.C.S.R.
<br />INDICATES
<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS OF THIS SURVEY IS THE SOUTH LINE
<br />OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 2
<br />SOUTH, RANGE 8 EAST, MOUNT DIABLO MERIDIAN, SHOWN ON
<br />RECORD OF SURVEY, BOOK 35, PAGE 196, AS N 88.57'59" W
<br />2643.30' (GRID). ALL OTHER DISTANCES SHOWN HEREON ARE
<br />GROUND. TO OBTAIN GRID DISTANCE MULTIPLY GROUND DISTANCE
<br />BY COMBINED FACTOR OF 0.999926084.
<br />MONUMENTATION NOTE:
<br />PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ON THIS
<br />SITE, IT IS ADVISED THAT ALL INVOLVED PARTIES REVIEW
<br />SECTION 8771 AND SECTION 8725 OF THE STATE OF
<br />CALIFORNIA BUSINESS AND PROFESSIONS CODE AND SECTION
<br />605 OF THE CALIFORNIA STATE PENAL CODE TO ENSURE THAT
<br />MONUMENT CONSERVATION HAS BEEN PROPERLY ADDRESSED.
<br />wlz
<br />CITY OF RIPON PLANNING APPLICATION NO. PM22-29
<br />z PARCEL MAP
<br />FOR
<br />FIRST CONGREGATIONAL CHURCH OF RIPON
<br />O
<br />H
<br />SEC. 19 I SEC. 20 BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 2
<br />GPS STATION No. 6024 (K) SOUTH, RANGE 8 EAST, MOUNT DIABLO MERIDIAN
<br />_x579.86'(M,B&D) FD. 2-1/2" BRASS DISK CITY OF RIPON, COUNTY OF SAN JOAQUIN, CALIFORNIA
<br />• STAMPED CITY OF RIPON APRIL 05, 2023
<br />RCE 29547 (K) AT
<br />SECTION CORNER PEN SURVEY
<br />SEC. 30 SEC. 29
<br />COMPANY, INC_
<br />1121 OAKDALE RD., STE. 6 MODESTO, CA 95355
<br />T. 2 S., R.8 E., M.D.M. PH: (209) 526-9724 FX: (209) 526-0472
<br />ASC JOB 21-031 SHEET 2 OF 2
<br />2-- 9 01 LO q
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