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TRAVERTINE DRIVE <br />C 1/4 S18 T2s R8E <br />FD. 2 1/2" BRASS CAP STAMPED "CITY jT j j <br />OF RIPON LS 6'953" IN MON WELL, 1 Y .i s <br />G.P.S. S7 TION NO. 6007 PER R3 � <br />1874.48' <br />F9. 314" IP WITH a� o n <br />PLASTIC PLUC STAMPED ° EXIST. 10' SDE PER D.N. 2014-0 <br />i 4 ?RF,? PCR R1 Z <br />PSL 7 <br />IBM <br />REFERENCES: <br />RI TRACT NO. 3186 "CHESAPEAKE LANDING" 37 -MP -45 <br />R2 PARCEL MAP, 17 -PM -38 <br />R3 RECORD OF SURVEY, 35-S-796 <br />R4 TRACT NO. 3160 "CHESAPEAKE 1 ; 36 -MP -99 <br />R5 D.N. 2076-093128 <br />R6 D.N. 2003-105140 <br />R7 D.N. 2015-101082 <br />R8 OR 06-20, S. J OS.R. <br />T,1 <br />N00°24'05"W <br />5.00' <br />L2 <br />N89071'41"W <br />_ <br />21.00' THIS LINE IS PARALLEL AND <br />DISTANT 21' W'LY PER P5,R7 <br />L3 <br />N00048'19"E <br />10.03' (R5,R7) <br />L4 <br />0903555"E <br />Y <br />31.00' <br />L5 <br />N8903555"E <br />_ <br />51.00' (R6) <br />L6 <br />N89017'17"W <br />_ <br />30.01' <br />SCALE I" = 80' <br />} <br />9 a <br />ALLEl 6 <br />EAST 1/4 COR SIB T2S RBE <br />ROAD <br />FD. 2 1/2" BRASS CAP STAMPED "CITY <br />j OF RIPON LS 3863" 1N MON WELL. <br />BASIS OF 8EARINGS GP.S STATION NO, 6008 PER R3 <br />N89°13'15"W 2650.13' 20"49.97'_810 R3 (2649.95' R1 <br />_ 775.6§'(775.78' R6) e <br />2 R 0.W. DED. <br />D.N. 200,3-105140(H6) <br />1222 <br />POr P.U.E <br />—EXIST, 20' DIAE PER D.N. 2014-011221 12.42' <br />o a a <br />EXIST. 10' SDE PER D.N. 2014-071222 N89 t3 15'W <br />PARCEL 2 <br />80,763 BUT <br />P RyP0 5 LLG 1.85 acres <br />yI <br />,' i ��DSPRPI�EOSp� �$ <br />- - i <br />A, LEY 6 <br />09 <br />JJ <br />TIL Ei` 9 <br />FD. 3/4" IP WITH PLASTIC <br />PLUG -ILLEGIBLE PER R2 <br />15' PRIVATE IRR. EASE PER 17 PM --38 <br />--EXIST 20' EIAE PER D.N. 2014--011221 <br />(R5,R7) <br />R6 <br />a <br />, <br />it <br />{ <br />J7 <br />N <br />ij <br />o <br />r SPPE E2 6 <br />� N 01 <br />Rpt C9 <br />GP pP 2G <br />+J �. <br />T <br />s <br />'� <br />co 1� <br />N N ii <br />1� <br />^� <br />0 <br />.4' I_EY 7 <br />Ter <br />z <br />.L <br />,T <br />ny <br />q <br />9.`I <br />� <br />1It <br />- - i <br />A, LEY 6 <br />09 <br />JJ <br />TIL Ei` 9 <br />FD. 3/4" IP WITH PLASTIC <br />PLUG -ILLEGIBLE PER R2 <br />15' PRIVATE IRR. EASE PER 17 PM --38 <br />--EXIST 20' EIAE PER D.N. 2014--011221 <br />(R5,R7) <br />R6 <br />a <br />i <br />� R�4Gj5 LLG <br />GPq pPRG��Q�S�� <br />38.03 EXIST. 30` EVAE PER D.N. 2D14 011227 <br />f <br />P05B1L— - - I 23' NORTH AND PARALLEL TO NORTHERLY LINE <br />AIRa°i1�d 1'hY L3 OF PARCEL 1 Of 17-P41--38 PER R5,R7 <br />BASIS OF BEARINGS. <br />260.72' <br />726.18' <br />1 - 173.151- — <br />(55.98' R6)55.97' <br />10' P.U.E. *48 J5'V <br />PARCEL 4 <br />47,438 SWIT <br />1.09 acres <br />8644' <br />42.40° <br />N00°4645"E <br />130.86' <br />N8901 1'07'V <br />VARIA ELE WIDTH <br />RIGHT-OF-WAY <br />DEDICATION <br />11,206 SQ.FT. <br />0.26 acres <br />EX. 10' P.U.E. PER 17 -PM --38 (TO <br />BE E'YTINGUISHED BY TH15 MAP) <br />281 <br />(85,87) 10' P.Uf-- <br />fs <br />N89°11'41 "W 74,9.15'(749.301 R2) FD. 3/4" iP OPEN (, <br />NORTHERLY LINE OF PARCEL 1 23' PER R2 <br />OF 17 -PM -38 (R2) (R5, R7) <br />i LG <br />1 i oEN 1052 <br />R�PGN �Q�S��G <br />GS GP D <br />_ N89011'17"W_ 750.0. <br />NIW 729.01' <br />THE GRID BEARING OF SOUTH 89° 13' 15" EAST FOR THE LINE BETWEEN <br />CITY OF RIPON GPS MONUMENTS 6007 AND 6008 AS SHOWN ON THE <br />CITY OF RIPON RECORD OF SURVEY "GP.S SURVEY CONTROL NETWORK" <br />FILED FOR RECORD IN BOOK 35 OF SURVEYS, AT PAGE 196, SAN <br />JOAQUIN COUNTY RECORDS WAS USED AS THE BASIS FOR ALL BEARINGS <br />SHOWN ON THIS MAP.. <br />ZZ <br />013 <br />ONip <br />� aQN <br />hl <br />3D' 20' <br />I <br />— L6 <br />FD. 3/4" 1P WITH PLASTIC 51, <br />PLUG-L.S. 3863 PER R4 <br />SEC COR S171518IS19IS20 T25 R8E <br />FD. 2 1/2" BRASS CAP STAMPED "CITY Of <br />RIPON LS 6953" 1N MON WELL PER R8 <br />915 17TH STREET, MODESTO, CALIFORNIA, 95.354 <br />LEGEND (ALL PIPE SIZES ARE INSIDE DIAMETER) <br />—.er— FOUND MONUMENT AS NOTED <br />-�.j— FOUND MONUMENT 1N MONUMENT WELL AS SHOWN <br />- p— SET 3/4" x 24" IRON PIPE W/ PLASTIC PLUG, TAGGED PLS 7992. <br />A.E. ACCESS EASEMENT <br />COR, CORNER <br />D.E. DRAINAGE EASEMENT <br />D.N. DOCUMENT NUMBER <br />FD. FOUND AS NOTED <br />I.D. INNER DIAMETER <br />lP IRON PIPE <br />L2 LINE TABLE REFERENCE <br />PM PARCEL MAP <br />P.U.E. PUBLIC UTILITY EASEMENT <br />R.QW RIGHT OF WAY <br />(R) RADIAL BEARING <br />OR CORNER RECORD <br />SJ.C.SR. SAN JOAQUIN COUNTY SURVEYOR RECORDS <br />SDE STORM DRAINAGE EASEMENT <br />£VAE EMERGENCY VEHICLE ACCESS EASEMENT <br />M&P MAPS AND PLATS <br />S RECORD OF SURVEY <br />C* CALCULA7ED FROM REFERENCE INDICATED <br />N07ES <br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE N07FD. <br />2. DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE <br />NOTED. TO CONVERT GROUND DISTANCES TO GRID DISTANCES <br />WATIPIY 7 n CrCIJ.PID tIiTF!IIT,. BY 3.9.99926798 (MEAN <br />CU IBINA77CN ^ACT( -R`) z R CITY OF RII GPS MONUMENTS <br />6GO7, 6008, 6012 PER RECCRD CF SUI 35-5-196. <br />3. SEE SHEET 3 FCR PRCPOSED PRIVAJE EA. ME`1TS <br />FEBRUARY 2017 <br />SHEET 2 OF 3 <br />PARCEL 3 <br />46;239 SQ.FT. <br />1.06 acres <br />N <br />GF 1, OAS, LLG. <br />o <br />r SPPE E2 6 <br />� N 01 <br />Rpt C9 <br />GP pP 2G <br />+J �. <br />i <br />� R�4Gj5 LLG <br />GPq pPRG��Q�S�� <br />38.03 EXIST. 30` EVAE PER D.N. 2D14 011227 <br />f <br />P05B1L— - - I 23' NORTH AND PARALLEL TO NORTHERLY LINE <br />AIRa°i1�d 1'hY L3 OF PARCEL 1 Of 17-P41--38 PER R5,R7 <br />BASIS OF BEARINGS. <br />260.72' <br />726.18' <br />1 - 173.151- — <br />(55.98' R6)55.97' <br />10' P.U.E. *48 J5'V <br />PARCEL 4 <br />47,438 SWIT <br />1.09 acres <br />8644' <br />42.40° <br />N00°4645"E <br />130.86' <br />N8901 1'07'V <br />VARIA ELE WIDTH <br />RIGHT-OF-WAY <br />DEDICATION <br />11,206 SQ.FT. <br />0.26 acres <br />EX. 10' P.U.E. PER 17 -PM --38 (TO <br />BE E'YTINGUISHED BY TH15 MAP) <br />281 <br />(85,87) 10' P.Uf-- <br />fs <br />N89°11'41 "W 74,9.15'(749.301 R2) FD. 3/4" iP OPEN (, <br />NORTHERLY LINE OF PARCEL 1 23' PER R2 <br />OF 17 -PM -38 (R2) (R5, R7) <br />i LG <br />1 i oEN 1052 <br />R�PGN �Q�S��G <br />GS GP D <br />_ N89011'17"W_ 750.0. <br />NIW 729.01' <br />THE GRID BEARING OF SOUTH 89° 13' 15" EAST FOR THE LINE BETWEEN <br />CITY OF RIPON GPS MONUMENTS 6007 AND 6008 AS SHOWN ON THE <br />CITY OF RIPON RECORD OF SURVEY "GP.S SURVEY CONTROL NETWORK" <br />FILED FOR RECORD IN BOOK 35 OF SURVEYS, AT PAGE 196, SAN <br />JOAQUIN COUNTY RECORDS WAS USED AS THE BASIS FOR ALL BEARINGS <br />SHOWN ON THIS MAP.. <br />ZZ <br />013 <br />ONip <br />� aQN <br />hl <br />3D' 20' <br />I <br />— L6 <br />FD. 3/4" 1P WITH PLASTIC 51, <br />PLUG-L.S. 3863 PER R4 <br />SEC COR S171518IS19IS20 T25 R8E <br />FD. 2 1/2" BRASS CAP STAMPED "CITY Of <br />RIPON LS 6953" 1N MON WELL PER R8 <br />915 17TH STREET, MODESTO, CALIFORNIA, 95.354 <br />LEGEND (ALL PIPE SIZES ARE INSIDE DIAMETER) <br />—.er— FOUND MONUMENT AS NOTED <br />-�.j— FOUND MONUMENT 1N MONUMENT WELL AS SHOWN <br />- p— SET 3/4" x 24" IRON PIPE W/ PLASTIC PLUG, TAGGED PLS 7992. <br />A.E. ACCESS EASEMENT <br />COR, CORNER <br />D.E. DRAINAGE EASEMENT <br />D.N. DOCUMENT NUMBER <br />FD. FOUND AS NOTED <br />I.D. INNER DIAMETER <br />lP IRON PIPE <br />L2 LINE TABLE REFERENCE <br />PM PARCEL MAP <br />P.U.E. PUBLIC UTILITY EASEMENT <br />R.QW RIGHT OF WAY <br />(R) RADIAL BEARING <br />OR CORNER RECORD <br />SJ.C.SR. SAN JOAQUIN COUNTY SURVEYOR RECORDS <br />SDE STORM DRAINAGE EASEMENT <br />£VAE EMERGENCY VEHICLE ACCESS EASEMENT <br />M&P MAPS AND PLATS <br />S RECORD OF SURVEY <br />C* CALCULA7ED FROM REFERENCE INDICATED <br />N07ES <br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE N07FD. <br />2. DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE <br />NOTED. TO CONVERT GROUND DISTANCES TO GRID DISTANCES <br />WATIPIY 7 n CrCIJ.PID tIiTF!IIT,. BY 3.9.99926798 (MEAN <br />CU IBINA77CN ^ACT( -R`) z R CITY OF RII GPS MONUMENTS <br />6GO7, 6008, 6012 PER RECCRD CF SUI 35-5-196. <br />3. SEE SHEET 3 FCR PRCPOSED PRIVAJE EA. ME`1TS <br />FEBRUARY 2017 <br />SHEET 2 OF 3 <br />