Orange County NC Website
SAMPLE LAND COMPUTATIONS <br /> • Standard Depth of Lots.. .150 Feet <br /> LOTS WITH FRONTAGES ALONG CURVES <br /> 1•--513—.4 1- •5 0 5 0--......1 <br /> 40 30 1010 25 ; 25 25 , 25 . to ,„ <br /> , . <br /> ,.. <br /> . 1 ` <br /> , , . <br /> A B I • <br /> 63 112 t ► ,1 • <br /> I t , <br /> 134 90 1 O 130 ; `* ∎, <br /> 142 330 15 + + , i 142 1T0 <br /> 1 + , , 0, 150+ + A �; <br /> , ► B <br /> • . , 1 <br /> 0 O ' i ' 147 1 163 <br /> . <br /> I 43 r1 43 <br /> 32 30 1 - -. <br /> . 15Q=° STREET ?0' S T R EEC <br /> EXPLANATION E• a4 • .107 -t <br /> /• 58 I 24 25 <br /> #1 - Compute as Regular Lot 40' • '``73_� a a <br /> • 1 <br /> x 150'. x 1 <br /> #2 - Part A as Regular Lot 30' x B 1.•1 a <br /> 150' 1674 124 , <br /> • a <br /> Part B, Frontage 20', Depth 143 �/ III 120 <br /> . (90 + 134 + 150) - 3 = 125' ay. ``' I04 l06 <br /> #3 - Frontage 50', Depth ( 1 12 + 83 /20 `. A <br /> • -, <br /> 0) 3 = 65° ay. 4. <br /> / _ <br /> 04 - Frontage 50', Depth (142 • O .. e <br /> 130 + 112) 4 3 - 128' ay. / 6 -104 ', <br /> / <br /> 05 - Part A, Frontage 20', Depth :41 <br /> (147 + 142) . 2 = 145' ay. 120 16529 ST. <br /> Part B, Figured Frontage F = <br /> (43 4 43 + 43 ) x 55% = 71; Depth (170 • 163 • 156 4 I47) = 4 = 159' ay. <br /> 06 - Part A, Figured Frontage F = (167 - 41) x 45 4 41 ' -981 , <br /> Depth (104 + 98 • 104) 4 3 = 102' ay. <br /> Part B as Rear Lot, Figured Rear Frontage FR = 167' x .5 = 922`• , <br /> Depth 73, Factor 105- 84% = 21% <br /> 07 - Part A, Frontage 49', Depth (120 + 106 + 111) 4 3 = 11Z' ay. <br /> Part B as Triangular Lot with apex at street F = 58' x 1.5% .. 26' <br /> III - ii FRONTAGE DEPTH DEPTH UNIT ACTUAL TOTAL. <br /> FACTOR VALUE VALUE <br /> 40 150 100 150 150 . 6000 <br /> A 30 150 100 150 150 4500 <br /> B 20 W 95 150 143 2960 <br /> _ . - 50 ]E 60 170 102 5100 <br /> 50 96 170 163 8150 <br /> A 20 99 170 163 3360 <br /> 1130111102111111=11 102 170 MGM 12283 <br /> #6 A F 98 102Av. allinallafflaill 139 13622 <br /> B FR 92 IIIIBMIMI®II 147 3220 <br /> #7 A 49 11 89 EMI <br /> B F 26 111 89 165 147 3822 <br />