Scroll down for 2004 road cost projections:

**PICKETT DOWNS
ROADWAY MAINTENANCE COST PROJECTIONS**

**(November 12,
2007)**

BACKGROUND:
The Road Fund started in 1995 at $80 per lot, and was raised to $150 per lot in
2005. This equals a total of $1250 per lot (in 2007) over the entire duration
of the Road Fund (12 years). The Figure below has the numbers listed in the
table above, plotted over time with no edge work* *factored into the
total price. The rate of increases at only $150 per lot means we will NEVER
reach the cost of the roads! Even at $300/lot/yr we will not catch-up to the
increasing costs of the roads. Asphalt has doubled in price in the last 5
years:

**Road
Repavement Costs (no edging work): 2002 compared to 2007**

Road
lengths: __2002__ __2007__

a) Downs Way + Sultan = 1.1 miles 51,888 79,497 (already spent in 2007 for Sultan Circle)

b) Secretariat = 0.5 miles 19,745 34,180

c) Mount Royal = 0.3 miles 14,982 23,681

d) Gallant Fox = 0.3 miles 11,840 19,390

e) Whirlaway = 0.2 miles 7,514 11,727

f)
__Eclipse = 0.1 miles 10,765 14,717 %
increase__

**g)
****Total = 2.5 miles
$ 116,735 $ 183,192 56.9% up**

**Road Costs
with Edging: 2007**
__Edge
work__ __Paving__ __Total__

a) Downsway + Sultan = 1.1 miles 57,344* 79,497** 136,844

b) Secretariat = 0.5 miles 22,285 34,180 56,465

c) Mount Royal = 0.3 miles 16,910 23,681 40,591

d) Gallant Fox = 0.3 miles 14,029 19,390 33,419

e) Whirlaway = 0.2 miles 8,869 11,727 20,596

f)
__Eclipse = 0.1 miles 10,890 14,717 25,607__

g) **Total = 2.5 miles
$ 130,327 $ 183,192 $ 313,519**

*Edge
work for Sultan Circle and Downs Way is estimated based on the other roads in the Aug. 12^{th
}bid.

**Paving for Sultan Circle and Downs Way as completed this year was $79,497; edge work has not yet been done.

END___________________________________________________________________________________________________________________________

PREVIOUS ROAD MEETING INFO (2004):

**PICKETT DOWNS
PHASE I**

**ROADWAY
MAINTENANCE COST PROJECTIONS**

**(January 4,
2004)**

**ITEM 1 Resurface all streets w/1” asphalt
**

Based on discussion with Dave Lowe, an engineer with the Land Development Division of DRMP - $3.50/square yard (asphalt only – no milling)

Calculations: 26,675 s.y. x $3.50/s.y. = $93,362.50

+
10% contingency for unknown costs = __ $9,336.25__

SUBTOTAL $102,698.75

Misc. pothole &
other repair work = __ $10,000.00__

TOTAL **
$112,698.75**

**ITEM 2 Milling outside 4-feet of each side
of roadway**

__ __

Based on discussion with Dave Lowe & Theresa Shaw, both engineers at DRMP, and Tom Bressani, a senior construction inspector with DRMP. This would only require being done on the outside 4-feet of each side of each street, in order to match existing driveway elevations without a drop-off (also to match curb heights when curbs are involved). Mill ˝-inch thickness only, leaving ˝-inch in place. Cost would normally be $1.00/square yard, but for our conditions, multiply by 1.5 or 2.0. (use $2.00/sq. yd.).

Calculations: 14,660.07 feet of roadway length x 4 feet width each side x 2 =

117,280.56 square feet = 13,031.17 square yards

13,031.17 sq. yds. x $2.00/sq. yd. = $26,062.35

+ 10% contingency for
unknown costs = __$2,606.24__

TOTAL **$28,668.59**

**ITEM 3 Extend
base material (all streets – 8-inches wide, 6-inches thick each side)**

__ __

Based on discussion with Dave Lowe, an engineer with the Land Development Division of DRMP - $1.00/inch depth/square foot of surface area. For 6-inches depth = $6.00/sq. yd. For 8-inch width, cost = $0.444/linear foot. For our conditions, multiply by 5 = $2.22/linear foot (use $2.20/LF)

Calculations: 29,306 L.F. x $2.20/L.F. = $64,473.20

+
10% contingency for unknown costs = __ 6,447.32__

TOTAL **
$70,920.52**

**ITEM
4 Extend pavement width on first entry road 2 feet on each one-way
lane (4 ft increase total) with 8” additional base material each side**

__ __

Based on discussion with Dave Lowe, an engineer with the Land Development Division of DRMP – 2.0 feet width of paving added to side of road + 6-inches width x 6-inches depth of additional base material each side. Cost = $21.00/square yard for 2.5-feet of stabilization and base material (each side – 5 feet total), plus $3.50/square yard for the 2-foot asphalt overlay (each side – 4 feet total).

Calculations: Base material extension – 5 ft x 176.5 L.F. road = 98 s.y.

Pavement extension – 4 ft x 176.5 L.F. road = 78.5 s.y.

98 s.y. x $21.00/s.y. = $2058.00

78.5 s.y. x $3.50/s.y. = __
$275.00__

Subtotal $2383.00

Less previous calculation for 8-inch wide extra base material

176.5 L.F. x $2.20/L.F. = __
($388.00)__

Subtotal $1,945.00

+
10% contingency for unknown costs = __ $194.50__

TOTAL **
$2,139.50**

__ __

__COST SUMMARY:__

__ __

· Basic resurfacing with road repairs (Item 1) $112,698.75

$1,408.73/lot

or

· Basic resurfacing with milling and road repairs (Items 1,2) $141,367.34

$1,767.09/lot

or

· Resurfacing/road repairs/8-inch base extension (Items 1,2,3) $183,619.27

$2,295.24/lot

or

· Resurfacing/milling/road repairs/with 8” base ext./ (Items 1,2,3,4) $214,427.36

entryway widening $2,680.34/lot

or

END

END