Mr. Richard A. Tuttle

Inlet Realty Ltd.
Page 3

_ 2,2 Traffic Impact

Figure 3 shows a recent traffic coy
By-Pass/Pitt River Road,
occurred from 16:00 hrs.
2578 vehicles per hour,

nt we conducted at the inter
On a weekday p.m. peak hour.
to 17:00 brs., with Aa total a

section of
The p.m. peak hour
Pproach volume of

- @ percent (0.82%) of the current
intersection volume, a very negligible impact in the overall context.

3 Using the Highwa
G today at a level of serv

i retion conditions. In
probably varies

fact, the peak hour volume if
more than 20 vehicles per

hour.

3.0 ROAD GEOMETRICS

AS noted in Section 1.0 above,

the intersection of Ma
Pitt River Read is

built to full highway Standards,
o the Argue/Pitt River intersecti
Y standards for "byipe designs of

However, due to the
adequate for the

the existing layout appears
oms. The turn slots from the By-
hbound can

oe In the long tern,
os the By-Pass, there would b