Laserfiche WebLink
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 <br />z <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 <br />