Item 7 - Exhibits72.00'
60.0000
216.0000
336.0000
60.0000
216.0000 288.0000
900.0000
54.00'
94.00'
1128.0000
60.0000
216.0000
120.0000
60.0000 TYP.
360.0000
60.0000
216.0000
60.0000
294.0000
216.0000
120.0000
216.0000216.0000
144.0000
60.0000
60.0000
215.9968 288.0000
216.0000
288.0000
216.0000
408.0000
360.0000
60.0000
216.0000
372.0000
309.0000
60.0000
216.0000
60.0000
60.0000 TYP.
360.0000
912
360.0000
216.0000
60.0000
312.0000
60.0000 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
216.0000
60.0000
294.0000
60.0000 TYP.
900.0000
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ZONING = L2, HEAVY INDUSTRIAL
L.U.D. = INDUSTRIAL
EXPLORER PIPRLINE COMPANY
VOLUME 5140, PAGE 424
D.R.T.C.T.3R1, BLOCK 1
ELITE SUITES, LTD.
GREEN MEADOW SUBDIVISION
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CABINET A, SLIDE 9084
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ZONING = 1.1. LIGHT INDUSTRIAL
L.U.D. = INDUSTRIAL
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CABINET A, SLIDE 9084
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LOT 4R4R
GREEN MEADOW SUBDIVISION
CABINET A SLIDE 9778
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ZONING = CS, COMMUNITY SERVICE
L.U.D. = INDUSTRIAL
16 SPACES
24' FIRE LANE-TYP.
LOT 4R3R1
920 S. KIMBALL AVENUE
20,000 Sqft. - One Story
LOT 4R2R1
940 S. KIMBALL AVENUE
15.890 Sqft. - One Story
LOT 4R1R
2150 E. CONTINENTAL BLVD
16,906 Sqft. - One Storey
10' BUILDING LINE
15' BUILDING LINE
15' BUILDING LINE
15' BUILDING LINE
7 SPACES
13 UTILITY EASEMENT
15 BUILDING LINE
S89°59'03" E 337.28'
9 SPACES
227'
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LOADING
LOADING
217'10'x10' OHD
203'
LOADING
193'
10'x10' OHD
5 TYPE "A" BUFFER YARD
112
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AT FIRE LAN (TYP.)100'30
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210' TYPE D'LANDSCAPE BUFFERT=12°30'50"
R=847.00'
T=92.87'
L=185.00'
Cb=S29°08'32"E
Lc=184.64'
ZONING = L1. LIGHT INDUSTRIAL
L.U.D. = INDUSTRIAL
UTILITY AND COMMON.
ACCESS EASEMENT
CABINET A, SLIDE 9878 P.R.T.C.T.100'11 SPACEST=0°10'55"
R=4477.39'
T=7.11
L=14.22'
Cb=S18°08'53"
Lc=14.22'
T=21°48'24"
R=847.00'
T=162.77'
L=321.63'
Cb=S46°59'15"E
Lc=319.70'
T=63°25'13"
R=586.30'
T=362.25'
L=648.97'
Cb=S58°06'58"W
Lc=616.34'
DETENTION
POND SOUTH KIMBALL AVE.(94' R.O.W.)105'31'-0"47.00'204.72'30.00'
SIGN165.00'SIGN
R2'-6"R2'-6"NON-O
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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 & 150OF
T
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XA
TEPHASE 2DERETS
I
GER TCETIHCRAOF
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SS
TATER.
EN
YAW NIDBMAL6 6 71
310/02/2025Demolition PermitA1.0001ARCHITECTURAL SITE PLAN
1/4" = 1'-0"
N
S
EW
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