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Document Number 9 0 9 U — <br />ALBEMARLE STREET (60' STREET) <br />BASIS OF BEARINGS 0.12 (R 1)'-� <br />46.00' 53.9j, — 49.96' — <br />LO Z�t <br />S20'30'00"E I 99.93' <br />GRAPHIC SCALE <br />0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />50.00 (R1&R2) <br />N20'35'30 V <br />NORI/ELL STREET (60' STREET) <br />LEGEND <br />+ = FOUND CUT CROSS PER R 1 <br />0 = FOUND REBAR & CAP, RCE 13810 PER RI <br />0 = SET 518" REBAR & CAP, L.S. No. 8178 <br />R1 = 133 PM 48 <br />R2 = 172 CR 33 <br />()= RECORD PER 133 PM 48 <br />S20'32'45"E <br />99.96'(R1) <br />o`er, <br />49.98 (R2) <br />24.99 <br />49.1,98 <br />of <br />o� <br />rn <br />, <br />C <br />o� <br />obi <br />°j <br />o� <br />w <br />GRAPHIC SCALE <br />0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />50.00 (R1&R2) <br />N20'35'30 V <br />NORI/ELL STREET (60' STREET) <br />LEGEND <br />+ = FOUND CUT CROSS PER R 1 <br />0 = FOUND REBAR & CAP, RCE 13810 PER RI <br />0 = SET 518" REBAR & CAP, L.S. No. 8178 <br />R1 = 133 PM 48 <br />R2 = 172 CR 33 <br />()= RECORD PER 133 PM 48 <br />S20'32'45"E <br />99.96'(R1) <br />49.9& (R2) <br />49.98 (R2) <br />24.99 <br />49.1,98 <br />N <br />LW <br />o� <br />N <br />N <br />N <br />GRAPHIC SCALE <br />0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />50.00 (R1&R2) <br />N20'35'30 V <br />NORI/ELL STREET (60' STREET) <br />LEGEND <br />+ = FOUND CUT CROSS PER R 1 <br />0 = FOUND REBAR & CAP, RCE 13810 PER RI <br />0 = SET 518" REBAR & CAP, L.S. No. 8178 <br />R1 = 133 PM 48 <br />R2 = 172 CR 33 <br />()= RECORD PER 133 PM 48 <br />