Harvey Road Apartments

Land Use Plan

Existing and Proposed Zoning

Existing Propose

d

Conceptual Site Plan

Building Separation

Building Elevations

Amenity Center Elevations

Harvey Rd

Lin

da L

n/

Copperfie

ld P

kw

y

Traffic Impacts

• No detrimental change in level of service at SH 6

or at Copperfield Pkwy

• Harvey Rd has adequate capacity for the

development

Enter (right): Free flow

Enter (left): 10 sec delay

Exit Left: First in queue waits 62s

Exit Right: First in queue waits

17s

Avg wait from end of queue: 92s

Max 3-veh queue

Exit: 55 sec

wait, 1.5-veh

queue

Left-turn deceleration lane is not required.

(Left-turning PM volume is 3% of total

traffic.

TxDOT has requirements beginning at

5%.)

Site design

considerations:

•Sight distance

•On-site storage for

queue

•Deceleration lane for

60-mph road

Site-specific concerns