PL Sight Line AnalysisU-*
apo
op
s09
EXISTING
BUILDING r Ap
(PHASE 3) O70 // // /l�
X19
Q,
m 1�17 /
NEW
PARKING / � i�V7
P�
\la7 TREES
(SEE LANDSCAPE
Nd7 PLAN) Ix
4
EXISTING
PARKING &
FIRE LANE
WITH PHASE 3
EL=511,00
EL=507,00
LANDSCAPING TREES,
ADJACENT TO PROPOSED
FIRELANE & ACCESS DRIVE,
FALL WITHIN SIGHT LINE IN
THIS AREA
PROPOSED
FIRE LANE &
ACCESS DRIVE
_ SIGHT LINE PR❑P❑SEDFIRE LANE &
ACCESS DRIVE
EL=505,40
0.80%
EX. GND,
SIGHT LINE o Q
PROPOSED I w Y
FIRE LANE & EX, GND, I Q
ACCESS DRIVE a.
8/.
IEL=491.50
I
LEGEND
- EXISTING 1' CONTOUR INTERVAL
EXISTING 5' CONTOUR INTERVAL
—
—503— — PROPOSED 1' CONTOUR INTERVAL
505 PROPOSED 5' CONTOUR INTERVAL
30 15 0 30 60
SCALE: 1 " = 30'
REV. BY DATE DESCRIPTION' ,;'
SIGHT LINE ANALYSIS
COPPELL TRADE CENTER
LOT 1 R3, BLOCK 1
CITY OF COPPELL, DALLAS COUNTY, TEXAS
MWffEE
ENEINEERIHG
DAYTON MA CA TEE ENGINEERING, LL C
(Tex. Reg. No. F— 456)
3519 MILES STREET
DALLAS, TEXAS 75209
TEL 214-373-1180 * FAX 214-373-6580
E—MAIL: daytonm@macatee—engineering. com
DESIGNED
DRAWN
DATE
DWG FILE
PROJECT #
SHEET NO.
PJF
04/25/16
HC401
HC401-A
1 OF 1