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,w <br /> LINE TABLE <br /> NUMBER DIRECTION LENGTH <br /> L1 S81'37'25"W 1143.71' <br /> L2 N49'09'57"W 133.96' <br /> L3 N36'34'12"W 196.1 1' <br /> L4 S38'27'44"E 55.67' <br /> L5 N26'23'01"W 143.48' <br /> 1-6 S52'03'20"E 234.58' <br /> CURVE TABLE <br /> CURVE NO. LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH <br /> Cl 762.72' 888.04' 049"2'38" N73'46'16"W 739.50' <br /> C2 21.98' 100.00' 012'35'45" N42'52'04'W 21,94' <br /> C3 17.78' 100,00' 010*11'11" N31'28'36"W 17.76' <br /> C4 258.74' 725,00' 020'26'53" S48'41'11"E 257.37' <br /> C5 299.10' 2500.00' 006'51'18" S55'28'59"E 298.92' <br /> C6 262.80' 450.00' 033'27'38" S68-47.09"E 259.08' <br /> oRpp0 L JC' <br /> iCAR •.,s� <br /> ' 3 0 0 NOTES <br /> 1. THIS EXHIBIT IS NOT A LAND SURVEY PLAT OR <br /> �-' IMPROVEMENT SURVEY PLAT. IT IS NOT TO BE RELIED UPON <br /> ? A •' FOR THE ESTABLISHMENTOF ANY LAND BOUNDARY, FENCE, <br /> BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. <br /> v 2. SURVEYING AND MAPPING, LLC ACCEPTS NO LIABILITY WITH <br /> RESPECT TO THE ACCURACY OF THE RECORD INFORMATION <br /> PROVIDED BY OTHERS. <br /> 3. THE BEARINGS, DISTANCES AND AREAS SI-CM HER93N ARE <br /> BASED ON THE CCLORIDO STATE PLANE COORDINATE SYSTEM. <br /> CENTRAL ZONE, NORTH AMERICAN DATUM OF 1963(2011), <br /> SCALED TO GROUND, U.S. SURVEY FOOT. <br /> DATE: 27 OWNER- <br /> SL'FVEYING+WDh1hoPG4GLLGiSMiI CASTLE CONCRETE COMPANY <br /> PARCEL DESIGt.ATION: SSS-- CO. 8 <br /> iaArxmr3 C .80L'8 <br /> PROJECT:1 o2O6565&1 - 4�m Ph.(303;988.58S2 F...(301k988-2195 <br /> TCF PIKEMEW BOUNDARY ENRIL SRh1@ 5hV.91Z SHEET 4 OF 4 Si Q T 13S R&?W <br /> \\CS-760837/000001-385320 v 10 <br /> Exhibit C <br />