HomeMy WebLinkAboutDRB130050 Plans ApprovedTILITY EASEMENT
L
0,
As
42 0 1
4L
01
n.-C r%
DESIGN REVIEW BOARD APPROVAL
Date: 0 6- 0 5 -2 0 13
Timber Wall TOWN OF I L 4
CommunitV Development Planner: Joe Batcheller
Department
ur
Tint ber Wall
.3-k
dr
N3401'(Y500'Wt 32
d 0 e d r e c,
R= 10333'
L =3i,95'
A-= 170443'00
i.
TILITY EASEMENT
L
0,
As
42 0 1
4L
01
n.-C r%
DESIGN REVIEW BOARD APPROVAL
Date: 0 6- 0 5 -2 0 13
Timber Wall TOWN OF I L 4
CommunitV Development Planner: Joe Batcheller
Department
ur
Tint ber Wall
.3-k
dr
N3401'(Y500'Wt 32
d 0 e d r e c,
R= 10333'
L =3i,95'
A-= 170443'00
DESIGN REVIEW BOARD APPROVAL
rowN of VA Date: 0 6- 0 5 -2 01
comma,tyD ... l,pm.,t Planner:JOe BatCAelleY
Department Custom Solutions Quotation
Quote Number: DRB- LA-111005 -1508
Revision: 0
ULA Geometry
Side Elevation
V,0:tij4efP
XAASPan
P.
Front Leg
Height i1ifrontEdgeHeigM &,Angle 'oe i
N -5 Leg
Spacing
N-S Array Projection
Front Elevation
E-W Overhang
Plan View
011
a
J W S
m
R' (D
-�E -W Overhang
N -S Pro echon
B
E-W Overhang F� E-W Leg Sparing '" '"� E-W Overhang
Quoted By_ Daniel Bernal
met
Rail Length (in): 164
164 in
Tilt Angle (deg): %W 3111
PR degrees
Rail Span: 98.4
99.08 in
Rail Overhang: 32.8
32.46 in
Front Edge Height: ,.w 04
in
Rear Edge Height: t fZ
,1 Lein
Front Leg Length:
Rear Leg Length: 3+1.5744 7- 1�&." 4. ,in {
N -S Cross Brace Length: 139.47
95.46 in
N -S Cross Brace Angle: 23.96
36.24 degrees''
N -S Leg Spacing: 127.45
77 in
E -W Leg Spacing: 72
67 in
E -W Overhang (in):
22.48 in
Mfr: Mod: CNPV CNPV -250M
N -S Dim (in): 39.06 N -S Spacing (in): 1
E -W Dim (in): 64.96 E -W Spacing (in): 0.25
Thickness (in): 1.81 Power Rating (W): 250 �
Orientation: L Weight (lbs): 44
# Rows:
4
# Columns:
0 �
SubArray Modules:
0
Rails Per Module:
2
Extended Rail (in):
3
Seismic Brace Pairs:
1
Column N -S Length (in):
161
Array E -W Dimension (in):
ffle ',3
Array N -S Projet_tion (in):
164
Number of Leg Pairs:
w
Footing Diameter:
12 in.
Footing Depth:
24 in.
# SubArrays:
1
"total Modules:
49
ULA Power Rating (kW):
AT