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0 <br /> , <br /> CURVE DATA TABLE <br /> CURVE DELTA LENGTH RADIUS <br /> C1 01°59'33" 21.84' 628.00' <br /> C2 02034'37" 28.24' 628.00' <br /> C3 13°19'44" 146.09' 628.00' <br /> LINE DATA TABLE <br /> LINE BEARING LENGTH <br /> R . S . 3i I L1 N56021101"E 36,51' <br /> L2 N44°59'52"E 35.13' <br /> S890 38' 08"E 1319.66' (A) L5(A)(B) L3 500021'36"E 4650' <br /> SNF 1" IRON PIN <br /> DETECTED POSSIBLY 1320.00' (C) SNF 5/8" IRON ROD(A) � z0 L4 S89°38'08"E 54,69 <br /> UNDER PAVEMENT S890 38' 08"E 1279.66' (A) 1279.69' (C) T o ~ z L5 589038'08"E 40,00' <br /> Q SANTOS AVENUE w 3: o <br /> o 50' GRANT OF RIGHT-OF-WAY I.N. 93149954 w = <br /> o a S89° 38' 08"E 1224.96'(A) c� 3: z c <br /> U 875.01' L4 (A) z z <br /> 349.95' Qw Q <br /> . . . m Y <br /> = <br /> I ww O ¢ o <br /> N m � — _L=79.21" R=50.0' h— S00° 18'44"E — m z ~ N <br /> cu CD <br /> 50' UTILITY S73° 52' 23"E 90.49' p=90°46'08" 83.96' w p w Q o <br /> EASEMENT v I I } cn o <br /> ` o N90° 00' 00"E 238.22' S00° 46' 08"E °o S44° 59' 52"E 35.13'(A) I � z 0 z <br /> V 94014149 o PER I.N. 95116972 <br /> N N PARCEL B o — — — — — — — — — — 44.20' r I < 0Ln L-i <br /> o i azo <br /> o Z No ° � �� — - - - - - - - - - - � — L=78.81" R=50.0' � 2iZ I o � o � <br /> 1. 74 AC N _ ff <br /> Z o ° N90° 00' 00"E 336.77 p=90°18'44" D �0, w D <br /> I� � O � <br /> FD BRASS CAP L.S. 3576 f C/L UTILITY EASEMENT I z r N73° 52' 23"E 89.88' oN w 40,� SCALE 1"=100' <br /> P.G.&E. MONUMENT(C) f PER 476-2180,R, WIDTH Legend <br /> DRIVEWAY EASEMENT FOR INGRESS-EGRESS <br /> N89° 38' 15"W 349.96'(MXA) TO PARCEL B PER THIS PARCEL MAP TO BE <br /> 350.00' (C) GRANTED AT THE TIME OF CONVEYANCE OF <br /> FD BRASS CAP L.S. 3576 PARCEL B. FOUND MONUMENT AS NOTED <br /> P.G.&E. MONUMENT(C) <br /> O SET 5/8"Ox30" LONG REBAR W/ ALUM CAP MKD LS 4495 <br /> 2 7 R : J . O o < I I (A) RECORD OF SURVEY, BOOK 33 PAGE 53 <br /> o M a T (g) CALTRANS RIGHT—OF— WAY MAPS HIGHWAY 99 <br /> z PARCEL A >, w M w (C) RECORD OF SURVEY, BOOK 27 PAGE 110 <br /> a 16. 91 AC I- wt o O.R. OFFICIAL RECORDS <br /> Luow <br /> w a N I w 12 (M) MEASURED PER THIS SURVEY <br /> m <br /> o co 0I � h <br /> SNF SEARCHED FOR, NOT FOUND <br /> Q Lo I CJ (R) RADIAL BEARING <br /> co <br /> m o ( P.M. PARCEL MAP <br /> N I I.N. INSTRUMENT NUMBER <br /> 0 I p' C. POINT OF COMPOUND CUR VA TURF <br /> 5890 38'24"W 50.00'(A) I I <br /> PARCEL MAP <br /> N :per <br /> Na S00° 21' 36"E 70.00'(A) <br /> = A=27°34'01" I 4 - 01 <br /> L=467.66" (AXBXC) A=08°45'34" L=96.01' <br /> R=972.00' R=628.00'(A) <br /> FD BRASS CAP L.S. 3576 <br /> CHORD CHORD m I I FOR <br /> P.G.&E. MONUMENT(C) N78048'20"W N88012'33"W <br /> p=00°10'05" L=463.16' L=95.92' (A C1 ti PILOT TRAVEL CENTERS LLC. <br /> L=9.93' (A) 3 RC2 ^\pl <br /> R=3385.00' S87° 24' 4()"W 291.13'(A) _ BEING A PORTION OF THE SOUTH EAST QUARTER OF <br /> CHORD SNF 6"x6" CALTRANS 291.12'(B) � `° <br /> [if SECTION 13, TOWNSHIP 2 SOUTH, RANGE 7 EAST UDM <br /> N64056'17"W CONC. MON. (A) 3 w vi vi IN THE CITY OF RIPON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> L=9.93' HWY 99 FRONTAGE ROAD SNF 6"x6" CALTRANS o 't N N w <br /> CONC. MON. (A) o v <br /> o RY <br /> n Z '13 18 <br /> STATE HIGHWAY 99 ROGERACKERMAN <br /> 24 19 L.S 4975 <br /> C — J2 <br /> r <br /> EXGJfNEEXING INC. <br /> 19032 GahaCah `Way Tlone(530)347-5168 <br /> Cottonwood, Cf2 96022 Tax,(530)347-0577 <br /> FEBRUARY, 2015 SCALE: AS NOTED SHEET2 OF 2 <br />