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SAMPLE LAND COMPUTATIONS <br /> Standard Depth of Lots...150 Feet <br /> LOTS WITH FRONTAGES ALONG CURVES ;' <br /> 1••• 5'0—..a ;—•5 0 5 0-0••1 . <br /> I . <br /> 40 30 ;10110 25 i 25 25 • 25 , 20 ,,, <br /> . • <br /> ' • t 1 t <br /> A • 1 , <br /> A t <br /> i <br /> 83 1,12 t � <br /> t ' <br /> t <br /> t 90 I 130 - I `t `♦ <br /> 134 tO 1 . . <br /> 142 150 15 ' t I j 142 • �N t 7 0 <br /> • t t 5 <br /> • 150 . • \� <br /> A : t <br /> t t t. N, <br /> t 4 ` `� <br /> t I <br /> o o t t t. - 1447 , 163 <br /> I I56 �` 43 <br /> 43 t, 43 • <br /> 32 30 - <br /> . 150!2 STREET ' 0-1' S TREE <br /> EXPLANATION }-• 84 107, 1 <br /> i 56 1 24 ' 25 <br /> #1 - Compute as Regular Lot 40' `-73.. �/ 1, <br /> x 150'. I 1 <br /> #2 - Part A as Regular Lot 30' x 8 � <br /> ` e . 1 <br /> 1S0' 1674. 124 1 0 <br /> Part B, Frontage 20', Depth 143 <br /> 167 ril 120 <br /> .. . (90 + 134 • 150) 3 = 125' ay. h 101 ,os <br /> #3 - Frontage 50', Depth ( 1 12 • 83 120 A <br /> 4. 0) 3 = 65' ay. �` ' <br /> #4 - Frontage 50', Depth (142 • , 98 <br /> 130 + 112) - 3 = 128' ay. / 6 '104 <br /> i <br /> #5 - Part A, Frontage 20', Depth -.., '41 <br /> (147 + 142) : 2 = 145' ay. I 120 165°-° Si• <br /> Part B, Figured Frontage F = <br /> (43 + 43 + 43 ) x 55% = 711, Depth (170 + 163 * 156 4 147) : 4 = 159' ay. <br /> #6 - Part A, Figured Frontage F = ( 167 - 41) x ''T• 7 41 ' -98' , <br /> Depth (104 + 98 + 104) : 3 = 102' ay. <br /> Part B as Rear Lot, Figured Rear Frontage FR• = 167' x ..5 = 92,- , <br /> Depth 73, Factor 105%- 84% =. 21% - <br /> #7 - Part A, Frontage 49'. Depth (120 + 106 + Ill) : 3 = 1.12' ay. <br /> Part B as Triangular Lot with apex at street F = 58' x 4.5% . 2.6' <br /> EXAMPLE FRONTA sE DEPTH DEPTH UNIT ACTUAL TOTAL <br /> FACTOR VALUE VALUE <br /> #1 40 150 100 150 150 6000 <br /> #2 A 30 150 100 150 150 4500 <br /> B 20 125A v. 95 150 143 2860 <br /> #3 • 50 . 65Av. 60 170 . 102 5100 <br /> #4 50 128Av. 96 170 163 8150 <br /> #5 A 20 , 145Av. 99 . 170 . 163 3360 _ <br /> B F 71 159Av. 102. 170 173 12283 <br /> #6 A F 98 102Av. 84.'. 165 139 , 13622 <br /> B FR 92 73 • 21 . 165 .35 3220 <br /> #7 A 49 _ 1 12A v. 89 _ 165 147 720.3 <br /> B F 26 . 111 89 165 147 3822 <br />