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GPS STATION NO. 6012 / <br /> AT NORTH 1/4 CORNER - <br /> SECTION 19 (R9). <br /> FD. 2 1/2m BRASS DISK <br /> IN MON. WELL STAMPED <br /> PLS 6953 (CR-06-21) <br /> STATE HWY gg <br /> N 53.04,25„ W II II <br /> u II <br /> w Cr <br /> m m <br /> y N 53'04'25” W <br /> b 00. <br /> N 53'04'25" W <br /> _ I <br /> __ _ <br /> II II - N 53'04'25" W <br /> _IL__ <br /> - <br /> II0Ep <br /> II II � <br /> N 53'04'25" W - CENTERLINE OF RR TRACKS--'-' <br /> n u ` DETERMINED BY TOPO <br /> IJ-400- <br /> i 35.69' N 5T04'25* W 701.26(M 700.23'(R5) 699.73'(R7) <br /> � ii ii o ��� o <br /> O II II O �,� INST. 01114947 \\ i��� 54'07'28" M <br /> N 53'04'25" w % pp # ( ) <br /> [� S.J.C.R. �6',�> �' 54'06'14"(DOC.#2002-117309) <br /> -* SFN N 5 '04'25" 0 <br /> W ..,� NGe f i <br /> II II -HELD EXISTING �,o �koIMPROVEMENTS FOR THE 75.81(M) � �\ o S <br /> 11 16 16 II = .-� 77.01 (R5) 9 ....- -..,. <br /> ESTABLISHMENT OF M �\\ 2 N 53'04'25" W 394.98'(M) \ 02 <br /> MILGEO AVENUE �, 396.11 R <br /> Soo-TVA <br /> O ( 5) \ j <br /> r� \ Our. <br /> SFN V u II po "' �\ 1 \`y \\ °u'4 <br /> -0-0 II u O \ <br /> No��. , O��. •�'/ -N W <br /> l � �-- <br /> t <br /> 51.58(M) <br /> I Yj� ii ii <br /> II II w w 50.90'(R5) <br /> O N 53'04'25" W z ��� 15' SSJID EASEMENT <br /> I II II o , <br /> 1319-O.R.-94 o <br /> z a � <br /> S.J.C.R.11 z <br /> �y j j I I Uj z I ' j N 0' \ <br /> W II II -j0)a I m 0 . Im \ J <br /> w�oo>-v �r <br /> r I O SFN > ii ii %Z�w�ci n <br /> AR r'L O II II Z .- <br /> III 16' 16' II � o= <br /> j, FD. 3/4" I.P. / ` <br /> 23-PM-102 I II w o Q v TAGGED <br /> S.J.C.R. w o i `�� RLS 4479----' <br /> / n II o Uj (R6) <br /> / z m m IL U <br /> cr_ Ir <br /> / > > <br /> / W xU U <br /> > W W <br /> Q ii I ii o SFN z <br /> On II w <br /> n II _ <br /> 11 II <br /> W W <br /> °� <br /> E.. <br /> �, 25-S-200 �, Q <br /> (� S.J.C.R. �>RCI II II d <br /> _. w <br /> 23-PM-102 ii ii J <br /> S.J.C.R. 7-S-318a- <br /> Z ^ NOTES: <br /> FD. 3/4" I.P. NO TAG ---� S.J.C.R. Q <br /> II II (25-S-200) 0.43' WILYOF <br /> " 1/4 SEC. LINE • 1. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES. TO <br /> 2 <br /> FD. 3/4 REBAR / CONVERT GROUND DISTANCES TO GRID DISTANCES MULTIPLY BY o <br /> NO TAG, (25-S-200) / THE COMBINED FACTOR OF 0.999926135. <br /> II II N 28034'25" W 0.70' <br /> / 2. MILGEO AVENUE OVERCROSSING HAS BEEN RE-ESTABLISHED BY <br /> FROM ACTUAL POSITION / I <br /> USING EXISTING STREET IMPROVEMENTS, RECORD GRID BEARINGS N <br /> 0 <br /> AND GROUND DISTANCES AS SHOWN ON THAT MAP FILED FOR <br /> N <br /> RECORD OF SURVEY / �o> RECORD AT 15-STATE HWY MAP BOOK-31, S.J.C.R. ALL <br /> / BEARINGS SHOWN ON (R1)(R2)(R3)(R11) HAVE BEEN ADJUSTED o-i <br /> 00'08'55" COUNTER CLOCKWISE TO CONVERT BEARINGS TO GRID o Vi <br /> FOR THE CITY OF RR2 AND ALL DISTANCES SHOWN ON R 1 <br /> ( )( )(R3) WERE <br /> _06, HELD AS GRID DISTANCES. THE MONUMENTS SET AND FOUND <br /> FROM 23-PM-102 USED A BASIS OF BEARINGS FROM THE MAP <br /> BEING A SURVEY OF A PORTION OF SECTION 19, / OF "LINDBLOM TRACT" 7-M&P-20, WHICH CREATES A 5'f <br /> / / is OVERLAP INTO SAID MILGEO AVENUE RIGHT OF WAY. <br /> T. 2 S., R. 8 E., MOUNT DIABLO BASE AND �s REFERENCE DISTANCES FROM SAID PARCEL MAP TO SAID MILGEO <br /> MERIDIAN, CITY OF RIPON, COUNTY OF AVENUE MAP WERE NOT ACCEPTED BY THIS SURVEY. <br /> / / °o <br /> J <br /> SAN JOAQUIN, STATE OF CALIFORNIASEE <br /> .3 <br /> S t <br /> HEET 1 OF 3 FOR LEGEND, REFERENCES AND BASIS OF � <br /> / BEARINGS. <br /> / <br /> -ENG1N -E -E -R1NG <br /> CURVE TABLE <br /> 1165 Scenic Drive, Suite A, Modesto, CA 95350 t <br /> l � <br /> Ph 209.571.1765 Fax 209.571.2466 <br /> / CURVE RADIUS LENGTH DELTA <br /> odellengineering.com FD. 3/4" I.P. NO TAG, --- \ 1 M R5 525.00' 176.53' 19'1556" <br /> / (R8)(25-S-200), MONUMENT ��. ` I 2 M R5 475.00' 159.72' 19'15'56" <br /> FD. 0.95'(M) 0.47'(R8) '�R 3 525.00' 66.11 7'12'53" <br /> W'LY OF 1/4 SECTION LINE, 4 525.00' 110.42' 12'03'03" <br /> DD SHEET N O. 60 HELD FOR N-S POSITION / <br /> ONLY / <br /> SHEET 3 OF <br /> 3 <br />