Item 6E - Exhibits60.0000 TYP.
60.0000
312.0000
216.0000
60.0000
60.0000
60.0000
60.0000 TYP.
60.0000
288.0000
216.0000
60.0000
60.0000
216.0000
291.0000
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01SHELTE
R #3SHELTE
R #2SHELTE
R #145'-0"40'-0"10'-0"40'-0"2'
-0
"8'
-0
"8'
-0
"24'
-0
"5'
-0
"2'
-0
"16'
-0
"
24
'
-0
"5'
-0
"
1
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1
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"SHELTE
R #4
ADDITI
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AL ST
O
R
M S
HELTE
R
LOCATI
O
NS IF
RE
Q
UI
RE
D
(SHOWN
D
AS
HE
D)
JULY 28, 2025
JOB #:
2025-013
REVISIONS
THE NOVUS ACADEMY 2250 E CONTINENTAL BLVD.SOUTHLAKE, TEXAS 76092architecture14902Preston RoadSuite 404Dallas, Texas 75254214. 316.9600817.691.6621BR 1975SUITE 120 & 150PHASE 2DERETS
I
GER TCETIHCRAOF
T
E
X A
SS
TATER.
EN
YAW NIDBMAL66 713
03/06/2026
A1.0201ENLARGED SITE PLAN
SCALE: 1" = 20'-0"
N
S
EW
01
01
01
01
018' HIGH FENCE8' HIGH FENCESHELTER #3
SHELTER #1
SHELTER #2
4'4'
98'
LANDSCAPE LANDSCAPE
19'-6"SHELTER #4
10'
8'-0"8'-0"3'-0"45°
FOLD BACK BURLAP FROM TOP OF BALL
2" MULCH
BACKFILL W/ TOPSOIL AND PEAT MOSS
3:1 RATIO BY VOLUME IN 9" LAYERS.
WATER EACH LAYER UNTILL SETTLED
3 GUYS OF 10 GUAGE TWISTED
WIRE 120 DEGREES APART-
AROUND TREE
24" x 2" x 2" STAKE
NOTE:
WRAP DECIDIUOS TREES OVER
KRINKLE KRAFT TREE WRAP.
TREE WRAP.
1" CAL. W/ BURLAP OR ASPHALTIC
EQ. TWICE
BALL DIAMETER
12" MIN
6" MIN.
LOOSEN
SUBSOIL
JULY 28, 2025
JOB #:
2025-013
REVISIONS
THE NOVUS ACADEMY 2250 E CONTINENTAL BLVD.SOUTHLAKE, TEXAS 76092architecture14902Preston RoadSuite 404Dallas, Texas 75254214. 316.9600817.691.6621BR 1975SUITE 120 & 150PHASE 2DERETS
I
GER TCETIHCRAOF
T
E
X A
SS
TATER.
EN
YAW NIDBMAL66 713
03/06/2026
L1.0001LANDSCAPE PLAN
1/4" = 1'-0"
02 VINYL FENCE DETAIL
3/4" = 1'-0"03 PLANTING DETAIL
3/8" = 1'-0"NSEW
Specifications:
• Dimensions: 8’ wide x 8’-6” tall x 40’ long (320 square feet)
• Shelter weight: 13,710 lbs, Foundation weight: 117,333 lbs
• Door dimensions: 3’3” wide x 6’9” tall (ADA accessible) with two doors per unit
• Built with the following steel specifications: All structural steel plates and angles
are ASTM grade A36 Steel. Rectangular steel tubes are ASTM grade A500. All
structural steel tubing has ¼” thick walls. All welds are inspected by a CWI (Certified
Welding Inspector). All inspections meet IBC Ref: 1704.3.1
• Each community storm shelter is bolted to a 4,000 PSI, 16”-thick, reinforced-
concrete foundation with a HILTI epoxy anchoring system using 5/8” bolts with 6” of
embedment to ensure the shelter stays in place during an EF-5/250 MPH tornado
• Paint system is rust and corrosion-resistant.
o Interior: Water Borne.
o Exterior: Urethane Industrial Strength (Standard for Automakers)
• Triple -locking door system for extra safety and security
• Available with both exterior and interior lights with a 90-minute emergency back-up
battery, 20 AMP, 110 Volt electrical service is needed.
• Convection air ventilation system included
• Foundation (required spec): 16” reinforced 4000 PSI concrete
• Shelters meet FEMA 361 and ICC 500 codes with 250 MPH wind rating. Wall
sections and doors successfully passed Texas Tech Wind Research Institute
simulated tornado missile impact test. Shelters are designed and sealed by a
Structural Engineer.
City of Southlake Case No. ZA26-0026