[HISTORY: Adopted by the Rochester City Council 11-25-1941. Amendments
noted where applicable.]
GENERAL REFERENCES
Department of Assessment — See Ch. 3.
A.Â
ACTUAL FRONTAGE
ASSESSED COST
ASSESSMENT
AVERAGE DEPTH
CORNER LOT
DEPTH
EQUALIZED FRONTAGE
IRREGULAR LOT
PARTICULAR BENEFIT
REGULAR LOT
STANDARD BASIS FOR ASSESSMENT
THROUGH LOT
TRIANGULAR LOT
As used in this chapter and in any local improvement
ordinance hereafter adopted unless otherwise specifically provided:
Means the frontage of a lot or the distance between side lot lines
measured along the line of the street or streets.
Means the portion of the cost of a particular part of an improvement
which is directed to be assessed.
Means the portion of the cost of an improvement which is directed
to be assessed.
Means the average distance from the street to the rear of a lot measured on lines perpendicular to the street line according to § 3-4 of this chapter.
Means any lot fronting on two streets at their intersection.
Means the distance from the street line to the rearmost extremity
of a lot measured on a line perpendicular to the street line.
Means the adjusted frontage of a lot as determined according to § 3-5 of this chapter.
Means any lot which is not a regular lot and is not in the form of
a triangle.
Means a water service, driveway, server lateral, server Y-branch,
sewer connection, sidewalk, sidewalk relaying, sidewalk repair or any work
constructed for the benefit of a particular lot.
Means any lot with the side receding from the street straight and
parallel or approximately parallel.
Means the basis for distributing an assessment set forth in § 3-3 of this chapter.
Means any lot fronting on two streets at nonadjoining sides.
Means any lot in the form of a triangle.
B.Â
COST
LOT
THE ASSESSMENT SHALL BE PAYABLE IN _______ EQUAL ANNUAL INSTALLMENTS
THE COST OF WATER MAINS AND HYDRANTS
THE FOLLOWING IMPROVEMENT SHALL BE MADE
THE GENERAL ORDINANCE RELATING TO THE CONSTRUCTION OF MUNICIPAL AND
LOCAL IMPROVEMENTS
THE REMAINDER OF THE COST OF THE IMPROVEMENT SHALL BE ASSESSED UPON
THE PROPERTY WITHIN THE DISTRICT OF ASSESSMENT
Short terms and phrases shall include and be coextensive
with longer terms and phrases as follows:
Means "cost and expense."
Means "lot or parcel of land."
Means "the assessment for the cost and expense of such improvements
and work shall be and become due and payable in _______ equal installments,
except any assessment on property, the total of which is less than $15 shall
be and become due and payable in one installment."
Means "the whole cost and expense incurred in connection with water
mains and hydrants, except the expense of furnishing and laying water services."
Means "it is hereby determined that the following improvements and
work are necessary, required and shall be made, to wit."
Means "the general provisions of Chapter 10, relating to the construction of municipal and local improvements, as now or hereafter amended."
Means "the remainder of the whole cost and expense of such improvements
and work shall be assessed upon the property within the limits of the district
of assessment hereinbefore defined which this Council deems benefited and
proper to be assessed therefor."
A lot assessed for a local improvement on the basis of its area, actual
frontage or equalized frontage shall be assessed on the basis of its area,
actual frontage or equalized frontage at the time the assessment roll is prepared.
When a lot has two or more frontages and is assessed for the construction
of a sidewalk, sidewalk relaying, sidewalk repair, sewer, pavement, pavement
resurfacing, curb, curb resetting or grading, it shall be assessed only upon
its frontage, actual or equalized, on the street or streets so improved. The
standard basis for distributing an assessment shall be (unless otherwise provided
in the ordinance authorizing an improvement) as follows:
A.Â
Sidewalks. The cost of sidewalk construction shall be
assessed on the lots within the district of assessment on the basis of the
amount of walk constructed in front of each lot.
(1)Â
The cost of sidewalk relaying shall be assessed on the
particular lot in front of which such sidewalk is relayed.
(2)Â
Except that when a sidewalk or portion thereof is in a good and acceptable condition, constructed in accordance with City standards, has been so certified by a City inspector and said certificate has been filed in the office of the City Engineer in advance of an improvement and if its relaying or reconstruction is required by reason of a pavement construction or resurfacing, the cost thereof shall be included in the assessed cost of pavement construction or resurfacing and distributed as provided in Subsection D of this section, or if its relaying and reconstruction is required by reason of a server construction, the cost thereof shall be included in the assessed cost of such sewer construction and distributed as provided in Subsection C of this section.
B.Â
Water services, driveways, laterals, etc. The cost of
constructing a water service, a driveway, a lateral or any other particular
benefit shall be assessed on the particular lot for which such particular
benefit is constructed. The assessed cost of water services and laterals shall,
however, be equalized for variations in lengths of laterals and water services
due to sewer or water locations off street centers, and for variations in
depth and nature of excavation for laterals or water services.
C.Â
Sewers. The assessed cost of sewer construction shall
be distributed on the various lots within the district of assessment in proportion
to their respective actual frontages, except that the longer frontage of a
corner lot shall be exempted to the extent of 100 feet; provided, however,
that if a lateral is constructed opposite such 100 feet as measured from the
corner, 50 feet only shall be exempted.
D.Â
Pavements and resurfacing. The assessed cost of constructing
pavements and pavement resurfacings shall be distributed on the various lots
within the district of assessment in proportion to their respective equalized
frontages.
E.Â
Incidental work. The assessed cost of incidental work constructed in connection with laying of pavements or other improvements as authorized by § 10-8 of this Code relating to the construction of municipal and local improvements shall be included in the assessed cost of such pavement construction or such other improvement unless otherwise provided in the ordinance authorizing, the improvement.
F.Â
Curb. The assessed cost of curb construction or curb
resetting, when constructed or reset generally along the street, or portions
thereof, improved, shall be distributed on the various lots within the district
of assessment in proportion to their respective equalized frontages with allowances
for curb omitted and for charges for additional curb required or driveways
as follows:
(1)Â
Each lot shall be charged for the cost of curb constructed for a distance equal to its equalized frontage less the straight curb omitted because of driveways in the course of the lot frontage plus the cost of curved or straight curb constructed for the said driveways. The balance of the cost of curb construction shall be included in the assessed cost of pavement construction or resurfacing and distributed as provided in Subsection D of this section.
(2)Â
When curbs are partially reset, replaced or constructed
in the course of a street improvement (most of the original curb remaining
in place unchanged), the assessed cost thereof shall be distributed on the
various lots within the district of in proportion to the cost of resetting,
replacing or constructing curb in front of each lot.
G.Â
Grading. The assessed cost of each excavation, sidewalk,
gutter and roadway grading shall be distributed on the various lots within
the district of assessment in proportion to their respective equalized frontages.
H.Â
Street openings, widenings and extensions. The assessed
cost of acquiring real estate and demolishing the structures thereon for street
openings, widenings or extensions shall be distributed on the various lots
within the district of assessment in proportion to their respective equalized
frontages.
The average of a regular lot with sides perpendicular to the street
line and with a straight rear lot line is the sum of the two sides divided
by two. The average depth of other lots shall be determined as follows:
A.Â
Drop perpendiculars from the extremities of the rear
lot line to the street line. If the rear lot line is a straight line, the
average depth of such lot is the sum of the lengths of such two perpendiculars
divided by two. If the rear lot line is not straight, compute the area of
the figure bounded by the rear lot line, the perpendiculars and the street
line and divide such total area by the distance between the perpendiculars
measured alone, the street line and the quotient will be the average depth
of the lot.
In this section, lots are classified according to whether the frontage
is on one street, two streets, three or more streets. The term "street" as
used in this section means a highway 25 feet or over in width and the term
"alley" means a highway less than 25 feet in width. An alley is not to be
considered as a street in following the above mentioned classification. If
a lot fronts on a street, an alley or on both a street or an alley, the equalized
frontage on either the street or the alley is to be computed according to
the rules given for lots fronting on one street only. If a lot fronts on two
or more streets and an alley, the alley is to be disregarded in computing
the equalized frontages on the streets and the equalized frontage on the alley
is to be computed as for a lot fronting on one street only. Portions of lots
to a depth of 250 feet only are to be considered. If a lot exceeds this depth
and is irregular, draw a line 250 feet from the street line, parallel thereto,
and consider this line as the rear of the lot in computing its equalized frontage.
In computing equalized frontages, appropriate depth factors shall be selected
from the tables of depth factors hereinafter set forth. Curved lines in lot
boundaries shall be approximated by straight lines enclosing approximately
the same area as the actual lot boundaries. The equalized frontages of lots
or portions thereof of the following descriptions shall be computed, respectively,
as follows:
A.Â
Lots fronting on one street only.
(1)Â
Regular lot. Multiply the actual frontage by the depth
factor for the average depth of the lot as given in the table of depth factors
for regular lots.
(2)Â
Triangular lot with base at street line. Multiply the
actual frontage by the depth factor for the depth of the triangle as given
in the table of depth factors for triangular lots, base at street line.
(3)Â
Triangular lot with apex at street line. Multiply the
base (the side opposite the apex) by the depth factor for the average depth
of the lot as given in the table of depth factors for triangular lots, apex
at street line. If the base is not parallel to the street line, project it
on the street line by drawing lines perpendicular to the street line and use
this projected distance instead of the base to multiply by the depth factor
for the average depth of the lot as given in the table of depth factors for
triangular lots, apex at street line.
(4)Â
Lot removed from street line. If a lot (other than a
triangle with apex at street line) is so removed from the street line that
it has no side fronting thereon, connect it to the street line by straight
lines drawn at right angles to the street line, forming a figure enclosing
the lot and an additional area. Compute the equalized frontage of the figure
so formed and, separately compute the equalized frontage of the additional
area by the rules given in this section. The difference between such equalized
frontages will be the equalized frontage for the lot.
(5)Â
Irregular lot. Divide such a lot by straight lines drawn
at right angles to the street line, into portions conforming to one or more
of the following descriptions. Compute the equalized frontage of each portion
by the foregoing rules. The sum of such equalized frontages is the equalized
frontage for the whole lot.
B.Â
Lots fronting on two streets only.
(1)Â
Corner lots and unequal frontages. If the actual frontages
of a corner lot are unequal to the extent that the shorter frontage is 60%
or less of the larger frontage, the equalized frontage on each street shall
be computed as follows:
(a)Â
On the street with the shorter actual frontage. Draw
a line parallel to the street line and 100 feet distant therefrom including
the lot or a portion thereof. Compute the equalized frontage as for a lot
fronting on one street only (according to the rules contained in earlier subsections
of this section) using only the lot or portion thereof included between the
street line and said line so drawn.
(b)Â
On the street with the longer actual frontage. Draw a
line parallel to the street line and 100 feet distant therefrom including
the lot or portion thereof. Compute the equalized frontage as far a lot fronting
on one street only using only the lot or portion thereof included between
the street line and said line so drawn. Subtract the actual frontage of the
lot on the other street (the shorter actual frontage) or 50 feet, whichever
is the lesser.
(2)Â
Corner lots with frontages equal or approximately equal.
If the actual frontages of a corner lot are equal or approximately equal so
that the shorter frontage is more than 60% of the longer, then the equalized
frontage on each street is computed as follows:
(a)Â
Draw a line bisecting the angle between the two streets,
dividing the lot into two portions. Compute the equalized frontage on either
street as for a lot fronting on one street only, using only the portion of
the lot (as divided by aforesaid angle bisecting line) adjacent to such street.
(3)Â
Through lots. Divide such a lot into two portions by
a line drawn equidistant from the two street frontages. The equalized frontage
on either street is to be computed by the foregoing rules for lots fronting
one street only, using only the portion of the lot (as divided by the aforesaid
equidistant line) which is adjacent to such street.
C.Â
Lots fronting on three or more streets.
(1)Â
Draw lines bisecting each angle formed by streets intersecting
at a corner of such a lot. Terminate each angle bisecting line at its intersection
with another such line. Draw lines equidistant from each pair of opposite,
nonadjacent street frontages. Terminate each equidistant line at its intersection
with an angle bisecting line. With the lot divided in portions by aforesaid
lines compute the equalized frontage on any street as for a lot fronting on
one street only, using only the portions of the lot adjacent to such street.
(2)Â
The following tables are the tables of depth factors
to be used as herein provided:
Table of Depth Factors
| ||
---|---|---|
Regular Lots
| ||
Depth Feet
|
Factor
| |
1
|
.105
| |
2
|
.149
| |
3
|
.183
| |
4
|
.211
| |
5
|
.236
| |
6
|
.258
| |
7
|
.279
| |
8
|
.298
| |
9
|
.316
| |
10
|
.333
| |
1
|
.350
| |
2
|
.365
| |
3
|
.380
| |
4
|
.394
| |
5
|
.408
| |
6
|
.422
| |
7
|
.435
| |
8
|
.447
| |
9
|
.459
| |
20
|
.471
| |
1
|
.483
| |
2
|
.494
| |
3
|
.505
| |
4
|
.516
| |
5
|
.527
| |
6
|
.537
| |
7
|
.548
| |
8
|
.558
| |
9
|
.568
| |
30
|
.577
| |
1
|
.587
| |
2
|
.596
| |
3
|
.605
| |
4
|
.615
| |
5
|
.624
| |
6
|
.632
| |
7
|
.641
| |
8
|
.650
| |
9
|
.658
| |
40
|
.667
| |
1
|
.675
| |
2
|
.683
| |
3
|
.691
| |
4
|
.699
| |
5
|
.707
| |
6
|
.715
| |
7
|
.723
| |
8
|
.730
| |
9
|
.738
| |
50
|
.745
| |
1
|
.753
| |
2
|
.760
| |
3
|
.767
| |
4
|
.775
| |
5
|
.782
| |
6
|
.789
| |
7
|
.796
| |
8
|
.803
| |
9
|
.810
| |
60
|
.816
| |
1
|
.823
| |
2
|
.830
| |
3
|
.837
| |
4
|
.843
| |
5
|
.850
| |
6
|
.856
| |
7
|
.863
| |
8
|
.869
| |
9
|
.876
| |
70
|
.882
| |
1
|
.888
| |
2
|
.894
| |
3
|
.901
| |
4
|
.907
| |
5
|
.912
| |
6
|
.919
| |
7
|
.925
| |
8
|
.931
| |
9
|
.937
| |
80
|
.943
| |
1
|
.949
| |
2
|
.954
| |
3
|
.960
| |
4
|
.966
| |
5
|
.972
| |
6
|
.977
| |
7
|
.983
| |
8
|
.989
| |
9
|
.994
| |
90
|
1.000
| |
1
|
1.000
| |
2
|
1.000
| |
3
|
1.000
| |
4
|
1.000
| |
5
|
1.000
| |
6
|
1.000
| |
7
|
1.000
| |
8
|
1.000
| |
9
|
1.000
| |
100
|
1.000
| |
1
|
1.000
| |
2
|
1.000
| |
3
|
1.000
| |
4
|
1.000
| |
5
|
1.000
| |
6
|
1.000
| |
7
|
1.000
| |
8
|
1.000
| |
9
|
1.000
| |
110
|
1.000
| |
1
|
1.000
| |
2
|
1.000
| |
3
|
1.000
| |
4
|
1.000
| |
5
|
1.000
| |
6
|
1.000
| |
7
|
1.000
| |
8
|
1.000
| |
9
|
1.000
| |
120
|
1.000
| |
1
|
1.000
| |
2
|
1.000
| |
3
|
1.000
| |
4
|
1.000
| |
5
|
1.000
| |
6
|
1.000
| |
7
|
1.000
| |
8
|
1.000
| |
9
|
1.000
| |
130
|
1.000
| |
1
|
1.000
| |
2
|
1.000
| |
3
|
1.000
| |
4
|
1.000
| |
5
|
1.000
| |
6
|
1.000
| |
7
|
1.000
| |
8
|
1.000
| |
9
|
1.000
| |
140
|
1.000
| |
1
|
1.000
| |
2
|
1.000
| |
3
|
1.000
| |
4
|
1.000
| |
5
|
1.000
| |
6
|
1.000
| |
7
|
1.000
| |
8
|
1.000
| |
9
|
1.000
| |
150
|
1.000
| |
1
|
1.003
| |
2
|
1.007
| |
3
|
1.010
| |
4
|
1.013
| |
5
|
1.017
| |
6
|
1.020
| |
7
|
1.023
| |
8
|
1.026
| |
9
|
1.030
| |
160
|
1.033
| |
1
|
1.036
| |
2
|
1.039
| |
3
|
1.042
| |
4
|
1.046
| |
5
|
1.049
| |
6
|
1.052
| |
7
|
1.055
| |
8
|
1.058
| |
9
|
1.061
| |
170
|
1.065
| |
1
|
1.068
| |
2
|
1.071
| |
3
|
1.074
| |
4
|
1.077
| |
5
|
1.080
| |
6
|
1.083
| |
7
|
1.086
| |
8
|
1.089
| |
9
|
1.092
| |
180
|
1.095
| |
1
|
1.098
| |
2
|
1.102
| |
3
|
1.105
| |
4
|
1.108
| |
5
|
1.111
| |
6
|
1.114
| |
7
|
1.117
| |
8
|
1.120
| |
9
|
1.122
| |
190
|
1.125
| |
1
|
1.128
| |
2
|
1.131
| |
3
|
1.134
| |
4
|
1.137
| |
5
|
1.140
| |
6
|
1.143
| |
7
|
1.146
| |
8
|
1.149
| |
9
|
1.152
| |
200
|
1.155
| |
1
|
1.158
| |
2
|
1.160
| |
3
|
1.163
| |
4
|
1.166
| |
5
|
1.169
| |
6
|
1.172
| |
7
|
1.175
| |
8
|
1.178
| |
9
|
1.180
| |
210
|
1.183
| |
1
|
1.186
| |
2
|
1.189
| |
3
|
1.192
| |
4
|
1.194
| |
5
|
1.197
| |
6
|
1.200
| |
7
|
1.203
| |
8
|
1.206
| |
9
|
1.208
| |
220
|
1.211
| |
1
|
1.214
| |
2
|
1.217
| |
3
|
1.219
| |
4
|
1.222
| |
5
|
1.225
| |
6
|
1.227
| |
7
|
1.230
| |
8
|
1.233
| |
9
|
1.236
| |
230
|
1.238
| |
1
|
1.241
| |
2
|
1.244
| |
3
|
1.246
| |
4
|
1.249
| |
5
|
1.252
| |
6
|
1.254
| |
7
|
1.257
| |
8
|
1.260
| |
9
|
1.262
| |
240
|
1.265
| |
1
|
1.268
| |
2
|
1.270
| |
3
|
1.273
| |
4
|
1.275
| |
5
|
1.278
| |
6
|
1.281
| |
7
|
1.283
| |
8
|
1.286
| |
9
|
1.288
| |
250
|
1.291
| |
The depth factor for all depths over 250 feet is 1.291
|
Table of Depth Factors
| ||
---|---|---|
Triangular Lots Base at Street Line
| ||
Depth Feet
|
Factor
| |
1
|
.058
| |
2
|
.082
| |
3
|
.100
| |
4
|
.115
| |
5
|
.129
| |
6
|
.141
| |
7
|
.153
| |
8
|
.163
| |
9
|
.173
| |
10
|
.183
| |
1
|
.191
| |
2
|
.200
| |
3
|
.208
| |
4
|
.216
| |
5
|
.224
| |
6
|
.231
| |
7
|
.238
| |
8
|
.245
| |
9
|
.252
| |
20
|
.258
| |
1
|
.265
| |
2
|
.271
| |
3
|
.277
| |
4
|
.283
| |
5
|
.289
| |
6
|
.294
| |
7
|
.300
| |
8
|
.305
| |
9
|
.311
| |
30
|
.316
| |
1
|
.321
| |
2
|
.327
| |
3
|
.332
| |
4
|
.337
| |
5
|
.342
| |
6
|
.346
| |
7
|
.351
| |
8
|
.356
| |
9
|
.360
| |
40
|
.365
| |
1
|
.370
| |
2
|
.374
| |
3
|
.378
| |
4
|
.383
| |
5
|
.387
| |
6
|
.392
| |
7
|
.396
| |
8
|
.400
| |
9
|
.404
| |
50
|
.408
| |
1
|
.412
| |
2
|
.416
| |
3
|
.421
| |
4
|
.424
| |
5
|
.428
| |
6
|
.432
| |
7
|
.436
| |
8
|
.440
| |
9
|
.444
| |
60
|
.447
| |
1
|
.451
| |
2
|
.455
| |
3
|
.458
| |
4
|
.462
| |
5
|
.465
| |
6
|
.468
| |
7
|
.472
| |
8
|
.476
| |
9
|
.479
| |
70
|
.483
| |
1
|
.486
| |
2
|
.490
| |
3
|
.493
| |
4
|
.497
| |
5
|
.500
| |
6
|
.504
| |
7
|
.507
| |
8
|
.510
| |
9
|
.513
| |
80
|
.516
| |
1
|
.520
| |
2
|
.523
| |
3
|
.526
| |
4
|
.529
| |
5
|
.532
| |
6
|
.535
| |
7
|
.538
| |
8
|
.542
| |
9
|
.545
| |
90
|
.548
| |
1
|
.551
| |
2
|
.554
| |
3
|
.557
| |
4
|
.560
| |
5
|
.563
| |
6
|
.566
| |
7
|
.569
| |
8
|
.572
| |
9
|
.575
| |
100
|
.578
| |
1
|
.580
| |
2
|
.583
| |
3
|
.586
| |
4
|
.589
| |
5
|
.591
| |
6
|
.594
| |
7
|
.597
| |
8
|
.600
| |
9
|
.603
| |
110
|
.606
| |
1
|
.608
| |
2
|
.611
| |
3
|
.613
| |
4
|
.616
| |
5
|
.619
| |
6
|
.622
| |
7
|
.624
| |
8
|
.627
| |
9
|
.629
| |
120
|
.632
| |
1
|
.635
| |
2
|
.638
| |
3
|
.640
| |
4
|
.643
| |
5
|
.645
| |
6
|
.648
| |
7
|
.650
| |
8
|
.653
| |
9
|
.655
| |
130
|
.658
| |
1
|
.660
| |
2
|
.663
| |
3
|
.665
| |
4
|
.668
| |
5
|
.670
| |
6
|
.673
| |
7
|
.675
| |
8
|
.678
| |
9
|
.680
| |
140
|
.683
| |
1
|
.685
| |
2
|
.688
| |
3
|
.690
| |
4
|
.693
| |
5
|
.695
| |
6
|
.698
| |
7
|
.700
| |
8
|
.703
| |
9
|
.705
| |
150
|
.708
| |
1
|
.710
| |
2
|
.712
| |
3
|
.714
| |
4
|
.717
| |
5
|
.719
| |
6
|
.722
| |
7
|
.724
| |
8
|
.726
| |
9
|
.728
| |
160
|
.730
| |
1
|
.732
| |
2
|
.735
| |
3
|
.737
| |
4
|
.740
| |
5
|
.742
| |
6
|
.744
| |
7
|
.746
| |
8
|
.748
| |
9
|
.750
| |
170
|
.753
| |
1
|
.755
| |
2
|
.758
| |
3
|
.760
| |
4
|
.762
| |
5
|
.764
| |
6
|
.766
| |
7
|
.768
| |
8
|
.770
| |
9
|
.772
| |
180
|
.775
| |
1
|
.777
| |
2
|
.779
| |
3
|
.781
| |
4
|
.783
| |
5
|
.785
| |
6
|
.788
| |
7
|
.790
| |
8
|
.792
| |
9
|
.794
| |
190
|
.796
| |
1
|
.798
| |
2
|
.800
| |
3
|
.802
| |
4
|
.804
| |
5
|
.806
| |
6
|
.808
| |
7
|
.810
| |
8
|
.812
| |
9
|
.814
| |
200
|
.816
| |
1
|
.818
| |
2
|
.820
| |
3
|
.822
| |
4
|
.825
| |
5
|
.827
| |
6
|
.829
| |
7
|
.831
| |
8
|
.833
| |
9
|
.835
| |
210
|
.837
| |
1
|
.839
| |
2
|
.841
| |
3
|
.843
| |
4
|
.845
| |
5
|
.846
| |
6
|
.848
| |
7
|
.850
| |
8
|
.852
| |
9
|
.854
| |
220
|
.856
| |
1
|
.858
| |
2
|
.860
| |
3
|
.862
| |
4
|
.864
| |
5
|
.866
| |
6
|
.868
| |
7
|
.870
| |
8
|
.872
| |
9
|
.874
| |
230
|
.876
| |
1
|
.878
| |
2
|
.880
| |
3
|
.882
| |
4
|
.884
| |
5
|
.886
| |
6
|
.887
| |
7
|
.889
| |
8
|
.891
| |
9
|
.893
| |
240
|
.895
| |
1
|
.896
| |
2
|
.898
| |
3
|
.900
| |
4
|
.902
| |
5
|
.904
| |
6
|
.906
| |
7
|
.901
| |
8
|
.910
| |
9
|
.911
| |
250
|
.913
|
Table of Depth Factors
| ||
---|---|---|
Triangular Lots Apex at Street Line
| ||
DepthFeet
|
Factor
| |
1
|
.027
| |
2
|
.038
| |
3
|
.046
| |
4
|
.054
| |
5
|
.060
| |
6
|
.066
| |
7
|
.071
| |
8
|
.076
| |
9
|
.080
| |
10
|
.085
| |
1
|
.089
| |
2
|
.093
| |
3
|
.097
| |
4
|
.100
| |
5
|
.104
| |
6
|
.107
| |
7
|
.110
| |
8
|
.113
| |
9
|
.117
| |
20
|
.120
| |
1
|
.123
| |
2
|
.125
| |
3
|
.128
| |
4
|
.131
| |
5
|
.134
| |
6
|
.136
| |
7
|
.139
| |
8
|
.141
| |
9
|
.144
| |
30
|
.146
| |
1
|
.149
| |
2
|
.151
| |
3
|
.153
| |
4
|
.156
| |
5
|
.158
| |
6
|
.160
| |
7
|
.162
| |
8
|
.165
| |
9
|
.167
| |
40
|
.169
| |
1
|
.171
| |
2
|
.173
| |
3
|
.175
| |
4
|
.177
| |
5
|
.179
| |
6
|
.181
| |
7
|
.183
| |
8
|
.185
| |
9
|
.187
| |
50
|
.189
| |
1
|
.191
| |
2
|
.193
| |
3
|
.194
| |
4
|
.196
| |
5
|
.198
| |
6
|
.200
| |
7
|
.202
| |
8
|
.203
| |
9
|
.205
| |
60
|
.207
| |
1
|
.209
| |
2
|
.210
| |
3
|
.212
| |
4
|
.214
| |
5
|
.215
| |
6
|
.217
| |
7
|
.219
| |
8
|
.220
| |
9
|
.222
| |
70
|
.224
| |
1
|
.225
| |
2
|
.227
| |
3
|
.228
| |
4
|
.230
| |
5
|
.231
| |
6
|
.233
| |
7
|
.234
| |
8
|
.236
| |
9
|
.238
| |
80
|
.239
| |
1
|
.241
| |
2
|
.242
| |
3
|
.243
| |
4
|
.245
| |
5
|
.246
| |
6
|
.248
| |
7
|
.249
| |
8
|
.251
| |
9
|
.252
| |
90
|
.254
| |
1
|
.255
| |
2
|
.256
| |
3
|
.258
| |
4
|
.259
| |
5
|
.260
| |
6
|
.262
| |
7
|
.263
| |
8
|
.265
| |
9
|
.266
| |
100
|
.267
| |
1
|
.269
| |
2
|
.270
| |
3
|
.271
| |
4
|
.273
| |
5
|
.274
| |
6
|
.275
| |
7
|
.276
| |
8
|
.278
| |
9
|
.279
| |
110
|
.280
| |
1
|
.282
| |
2
|
.283
| |
3
|
.284
| |
4
|
.285
| |
5
|
.287
| |
6
|
.288
| |
7
|
.289
| |
8
|
.290
| |
9
|
.292
| |
120
|
.293
| |
1
|
.294
| |
2
|
.295
| |
3
|
.296
| |
4
|
.298
| |
5
|
.299
| |
6
|
.300
| |
7
|
.301
| |
8
|
.302
| |
9
|
.304
| |
130
|
.305
| |
1
|
.306
| |
2
|
.307
| |
3
|
.308
| |
4
|
.309
| |
5
|
.311
| |
6
|
.312
| |
7
|
.313
| |
8
|
.314
| |
9
|
.315
| |
140
|
.316
| |
1
|
.317
| |
2
|
.318
| |
3
|
.320
| |
4
|
.321
| |
5
|
.322
| |
6
|
.323
| |
7
|
.324
| |
8
|
.325
| |
9
|
.326
| |
150
|
.327
| |
1
|
.328
| |
2
|
.330
| |
3
|
.331
| |
4
|
.332
| |
5
|
.333
| |
6
|
.334
| |
7
|
.335
| |
8
|
.336
| |
9
|
.337
| |
160
|
.338
| |
1
|
.339
| |
2
|
.340
| |
3
|
.341
| |
4
|
.342
| |
5
|
.343
| |
6
|
.344
| |
7
|
.345
| |
8
|
.346
| |
9
|
.348
| |
170
|
.349
| |
1
|
.350
| |
2
|
.351
| |
3
|
.352
| |
4
|
.353
| |
5
|
.354
| |
6
|
.355
| |
7
|
.356
| |
8
|
.357
| |
9
|
.358
| |
180
|
.359
| |
1
|
.360
| |
2
|
.361
| |
3
|
.362
| |
4
|
.363
| |
5
|
.364
| |
6
|
.365
| |
7
|
.366
| |
8
|
.366
| |
9
|
.367
| |
190
|
.368
| |
1
|
.369
| |
2
|
.370
| |
3
|
.371
| |
4
|
.372
| |
5
|
.373
| |
6
|
.374
| |
7
|
.375
| |
8
|
.376
| |
9
|
.377
| |
200
|
.378
| |
1
|
.379
| |
2
|
.380
| |
3
|
.381
| |
4
|
.382
| |
5
|
.383
| |
6
|
.384
| |
7
|
.385
| |
8
|
.386
| |
9
|
.387
| |
210
|
.387
| |
1
|
.388
| |
2
|
.389
| |
3
|
.390
| |
4
|
.391
| |
5
|
.392
| |
6
|
.393
| |
7
|
.394
| |
8
|
.395
| |
9
|
.394
| |
220
|
.397
| |
1
|
.397
| |
2
|
.398
| |
3
|
.399
| |
4
|
.400
| |
5
|
.401
| |
6
|
.402
| |
7
|
.403
| |
8
|
.404
| |
9
|
.405
| |
230
|
.405
| |
1
|
.406
| |
2
|
.407
| |
3
|
.408
| |
4
|
.409
| |
5
|
.410
| |
6
|
.411
| |
7
|
.412
| |
8
|
.412
| |
9
|
.413
| |
240
|
.414
| |
1
|
.415
| |
2
|
.416
| |
3
|
.417
| |
4
|
.418
| |
5
|
.418
| |
6
|
.419
| |
7
|
.420
| |
8
|
.421
| |
9
|
.422
| |
250
|
.423
|