Signed OrdinanceExhibit A – Legal Description
BEGINNING, at a 3-1/4 inch aluminum TXDOT disk found for corner in the southeast right-of-way line of State Highway
121 (a variable width right-of-way) and the south right-of-way line of Canyon Drive (60-foot wide right-of-way); said point
being the westernmost northwest corner of said Lot 1;
THENCE, North 75 degrees, 27 minutes, 09 seconds East, along the said south line of Canyon Drive, a distance of 104.63
feet to a 1/2 -inch iron rod with “HALFF” cap found for corner in the north line of said Lot 1; said point being in the north
line of said Lot 1 and the beginning of a non-tangent curve to the left;
THENCE, along the said south line of Canyon Drive and the north line of said Lot 1, the following two (2) calls:
In a southeasterly direction along said curve to the left, having a central angle of 20 degrees, 50 minutes, 02 seconds,
a radius of 460.27 feet, a chord bearing and distance of South 79 degrees, 48 minutes, 13 seconds East, 166.44 feet,
an arc distance of 167.36 feet to a 5/8-inch iron rod with “PACHECO KOCH” cap set for corner at the end of said
curve;
North 89 degrees, 42 minutes, 10 seconds East, a distance of 8.44 feet to a “V” cut in concrete found for corner at
the intersection of the said south line of Canyon Lane and the west right-of-way line of Northwestern Drive (a
variable width right-of-way); said point being the northeast corner of said Lot 1 and the beginning of a non-tangent
curve to the right;
THENCE, along the said northwest line of Northwestern Drive, the said east line of Lot 1 and the southeast line of Lot 6R,
the following seven (7) calls:
In a southeasterly direction along said curve to the right, along, having a central angle of 45 degrees, 04 minutes,
36 seconds, a radius of 25.00 feet, a chord bearing and distance of South 22 degrees, 50 minutes, 02 seconds East,
19.17 feet, an arc distance of 19.67 feet to an “X” cut in concrete found for corner at the end of said curve;
South 00 degrees, 17 minutes, 50 seconds East, a distance of 382.68 feet to an “X” cut in concrete found for corner;
said point being the southeast corner of Lot 1;
South 89 degrees, 49 minutes, 07 seconds West, along the south line of Lot 1 distance of 2.85 feet to a 5/8-inch iron
rod with “PACHECO KOCH” cap set for corner; said point being in the said south line of Lot 1 and also being the
northeast corner of said Lot 6R;
South 00 degrees, 02 minutes, 01 seconds East, a distance of 0.54 feet to a 5/8-inch iron rod with “PACHECO
KOCH” cap set for corner; said point being the beginning of a tangent curve to the right;
In a southwesterly direction along said curve to the right, having a central angle of 65 degrees, 20 minutes, 55
seconds, a radius of 181.00 feet, a chord bearing and distance of South 32 degrees, 38 minutes, 26 seconds West,
195.43 feet, an arc distance of 206.44 feet to 1/2 -inch iron rod with “HALFF” cap found for corner at the end of
said curve; said point being the beginning of a reverse curve to the left;
In a southwesterly direction along said curve to the left, having a central angle of 23 degrees, 11 minutes, 00 seconds,
a radius of 219.00 feet, a chord bearing and distance of South 53 degrees, 43 minutes, 26 seconds West, 88.01 feet,
an arc distance of 88.61 feet to a 1/2 -inch iron rod with “HALFF” cap found for corner at the end of said curve;
South 42 degrees, 07 minutes, 58 seconds West, a distance of 412.07 feet to a 1/2 -inch iron rod with “HALFF” cap
found for corner at the northeast corner of a corner clip at the intersection of the said northwest line of Northwestern
Drive and the northeast right-of-way line of Freeport Parkway (a variable width right-of-way); said point being a
southeast corner of said Lot 6R;
THENCE, South 87 degrees, 07 minutes, 58 seconds West, along the said northwest line of Northwestern Drive, the
northeast line of said Freeport Parkway, the said southeast line of Lot 6R, and along said corner clip , a distance of 26.85
feet to a 1/2 -inch iron rod with “HALFF” cap found for corner at the end of said corner clip of said northwest line of
Northwestern Drive and said northeast line of Freeport Parkway; Said point being the southernmost corner of Lot 6R and
the beginning of a non-tangent curve to the left;
THENCE, along the north line of Freeport Parkway and the said southwest line of Lot 6R, the following six (6) calls:
In a northwesterly direction along said curve to the left , having a central angle of 06 degrees, 06 minutes, 53
seconds, a radius of 311.47 feet, a chord bearing and distance of North 53 degrees, 13 minutes, 50 seconds West,
33.23 feet, an arc distance of 33.24 feet to a 5/8-inch iron rod with “PACHECO KOCH” cap set for corner at the
end of said curve;
North 56 degrees, 17 minutes, 36 seconds West, a distance of 89.18 feet to a 1/2 -inch iron rod with “HALFF” cap
found for corner; said point being the beginning of a tangent curve to the right;
In a northwesterly direction along said curve to the right, having a central angle of 08 degrees, 12 minutes, 35
seconds, a radius of 1,124.50 feet, a chord bearing and distance of North 52 degrees, 11 minutes, 18 seconds West,
160.99 feet, an arc distance of 161.12 feet to a 1/2 -inch iron rod with “HALFF” cap found for corner at the end of
said curve;
North 43 degrees, 02 minutes, 32 seconds East, a distance of 9.45 feet to a 3-1/4 inch aluminum TXDOT disk found
for corner;
North 48 degrees, 01 minutes, 05 seconds West, a distance of 75.82 feet to a 3-1/4 inch aluminum TXDOT disk
found for corner;
North 22 degrees, 14 minutes, 28 seconds West, a distance of 85.52 feet to a 1/2-inch iron rod found for corner;
said point being the westernmost southwest corner of Lot 6R;
THENCE, along the said southeast line of State Highway 121, the said northwest line of Lot 6R, the following three (3)
calls:
North 37 degrees, 37 minutes, 18 seconds East, a distance of 145.94 feet to a 1/2-inch iron rod found for corner;
North 41 degrees, 18 minutes, 15 seconds East, at a distance of 134.69 passing a 3-1/4 inch aluminum TXDOT disk
found for corner; said point being the northwest corner of Lot 6R and in the south line of said Lot 1; continuing into
said Lot 1 in all a total distance of 402.45 feet to a 3-1/4 inch aluminum TXDOT disk found for corner;
North 37 degrees, 07 minutes, 38 seconds East, a distance of 256.90 feet to the POINT OF BEGINNING;
CONTAINING: 428,555 square feet or 9.838 acres of land, more or less.
CPT L1-2
MTD L1-2PROPERTY LINE
PR
OPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINE450 N. FREEPORT
3 LEVEL OFFICE
ARCH 1ST FLR - 100'-0"
ENG. 1ST FLR - 497.50' AMSL
2 LEVEL GARAGE
ARCH 1ST FLR - 99'-0"
ENG. 1ST FLR - 496.50' AMSL
LOADING DOCK
FREEPORT PWKYNORTHWESTERN DR CANYON DRHWY 121 FRONTAGE NORTHWESTERN DRLANDSCAPE SETBACK30' SIDE YARD SETBACK30' SIDE YARD SETBACK60' FRONT YARD SETBACK60' FRONT YARD SETBACK
30'
SI
DE YARD SETBACKLANDSCAPE SETBACKLANDSCAPE SETBACK
LANDSCAPE SETBACK
LANDSCAPE SETBACKPROP. FH (TYP)PROP. REMOTE FDC
PROP. FH (TYP)
PROP. FH (TYP)
MONUMENT SIGN
465 UNCOVERED SURFACE P.S.18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"GARBAGE SCREEN WALLWATER EASEMENTONCOR EASEMENT
ELECTRICAL EASE
MENT26'-10 1/4"412'-0 7/8"283'-3"75'-9 5/8"85'-6 1/4"1 4 5 '-1 1 1 /4 "
402'-5 3/8"
2 5 6 '-1 0 3 /4 "
104'-7 1/2"174'-9"400'-4 1/2"
28 1'-7 "
9'-5 3/8"
TOP OF PARAPET -48'-6"
TOP OF ENTRY 63'-6"
TOP OF PARAPET -48'-6"
TOP OF MECHANICAL
SCREENWALL 63'-6"
TOP OF MECHANICAL
SCREENWALL 63'-6"
ADJACENT PROPERTY
PD-272-LIADJACENT PROPERTY "HC" HIGHWAY COMMERCIAL DISTRICT ADJACENT PROPERTY PD-171R5-HCADJACENT PROPERTY "HC" HIGHWAY COMMERCIAL DISTRICT EXISTING SIDEWALK
EXISTING SIDEWALK
NEW
SIDEWALK
NEW
SIDEWALK
NEW
SIDEWALK
NEW
SIDEWALK
NEW
SIDEWALK
H W Y 1 2 1 O N R A M P
SIGNAGE
SIGNAGE
SIGNAGE
SIGNAGE
SIGNAGE
LIGHT FIXTURE, TYP
LIGHT FIXTURE, TYP
PRI
VATE DRI
VEPRIVATE DRIVEPRIVATE DRIVEPRIVATE DRIVEH W Y 1 2 1 F R O N T A G E
18'-0"RAMP UP TO GARAGE LEVEL 2GARAGE
ENTRANCE
4 5 '-0 "
CL
6 3 '-5 1 /4 "146'-8 3/4"15'-0"59'-2 1/4"78'-2 3/8"62'-2 3/8"137'-11 1/2"69'-0 1/8"60'-0"10'-6 53/64"10'-6"10'-0"
9 14
14
15
8
15
14
14
13
13
13
13
11 7 13
13
11
15 9
8
6
5
4
6
12
12
11
6
5 5
15
13
14 14
8
8
14
14
14
9
9
11
7
242121
26
14
21
23 30'-0"30'-0"
8 '-0 "SIDEWALK EASEMENTSIDEWALK EASEMENT
12'-0"12'-0"12'-0"SI
DEWALK EASEMENT1 5 '-0 "15'-0"R 35'-5"R 30'-0"R 30'-9"R 30'-2"R 30'-7"R 30'-4"R 30'-6"
R 30'-9"R 31'-5"PROP. FH (TYP)
PROP. FH (TYP)
PROP. FH (TYP)
210'-0" DECEL LANE
249'-9 1/2" DECEL LANE
92'-2 1/8"
6 0 ' F R O N T Y A R D S E T B A C K
6
EXISTING ZONING
PROPOSED USES
SQUARE FOOTAGE
BUILDING AREA
BUILDING HEIGHT
REQUIRED PARKING
LOT COVERAGE
FLOOR AREA RATIO
SITE DATA
"HC" HIGHWAY COMMERCIAL DISTRICT
OFFICE, PARKING GARAGE
185,700SF OFFICE BUILDING/ 82,763 SF PARKING
63,800SF FOOTPRINT 185,637 TOTAL SF
48'-9" TOP OF PARAPET / 63'-7" TOP OF SCREEN WALL
619 REQUIRED / 728 PROVIDED
.42
428,560 LOT TOTAL SF/111,600 SF BUILDING + GARAGE = .26 LOT COVERAGE
TRUE
NORTH
PROJECT LOCATION:HWY 121FREEPORTSANDY LAKE NORTHWESTERN450 N FREEPORT - PROJECT LOCATION
CANYON DR
plotted:5/27/2021 6:25:50 PMBIM 360://20189.100_VariSpaceCoppell/ARCH_20189_VARISPACE_COPPELL-BIM360_v20.rvtPLANNED DEVELOPMENT SITE PLAN 450 N. FREEPORT - VARISPACE 04.19.2021 PD1.01
SCALE:
TRUE
NORTH
1" = 30'-0"01 SITE PLAN
PREPARED BY:
BOKA POWELL
8070 PARK LANE #300
DALLAS, TX 75231
972-701-9000
jdockery@bokapowell.com
VARISPACE COPPELL
ADDITION, LOT 1, BLOCK A
450 N FREEPORT
PLANNED DEVELOPMENT CONDITIONS TABLE
• MONUMENT SIGNAGE ALLOWED FOR TENANT MONUMENT SIGN AND ENTRY MONUMENT
SIGN AS SHOWN ON SIGNAGE EXHIBIT
• VEHICULAR DIRECTIONAL SIGNAGE AS SHOWN ON SIGNAGE EXHIBIT
• 18' X 9' PARKING ALLOWED AT HEAD TO HEAD PARKING STALLS ON SURFACE LOT
• 18' X 9' PARKING ALLOWED AT HEAD TO HEAD PARKING STALLS IN PARKING GARAGE
• ONE LOADING DOCK ZONE PER EVERY 70,000 GSF OF OFFICE
• CONCRETE PANELS, CEMENT PLASTERING AND METAL PANEL FINISHES AS NOTED ON
ELEVATIONS AND SAMPLE BOARD
G1
RAMP UP TO LEVEL G217'-11 7/8"01/PD1.0402/PD1.04 03/PD1.0404/PD1.04
FUTURE ELECTRIC VEHICLE CHARGERSBICYCLE
PARKING
EGRESS STAIR
EGRESS STAIR
GARAGE
ENTRANCE
GARAGE
ENTRANCE
21
23
21
EVEVEVEVEXTERIOR SURFACE PARKINGEXTERIOR SURFACE PARKINGGB GC
FORD F-150 4 DOOR CHEVROLET TAHOE
HONDA ACCORD 4 DOOR
FORD F-150 4 DOOR CHEVROLET TAHOE
Volvo V 40G7
G8
G9
plotted:5/26/2021 4:39:03 PMBIM 360://20189.100_VariSpaceCoppell/ARCH_20189_VARISPACE_COPPELL-BIM360_v20.rvtGARAGE PLAN 450 N. FREEPORT - VARISPACE 05/03/21 PD1.03
SCALE:1/16" = 1'-0"01 GARAGE LEVEL 1 PLAN
SCALE:1/8" = 1'-0"02
GARAGE PARKING BAY
DIAGRAM
plotted:PLANNED DEVELOPMENT SITE PLAN VARISPACE 05.06.2021VARISPACE COPPELL450 N. FREEPORT PARKWAYTBG2001 Bryan StreetSuite 1450Dallas, TX 75201(214) 744- 0757jodi.house@tbgpartners.comSCALE:TRUENORTH 1" = 30'-0"01TREE SURVEY LSP1.010SCALE: 1"=30'60'30'15'5'
plotted:PLANNED DEVELOPMENT SITE PLAN VARISPACE 05.06.2021VARISPACE COPPELL450 N. FREEPORT PARKWAYTBG2001 Bryan StreetSuite 1450Dallas, TX 75201(214) 744- 0757jodi.house@tbgpartners.comSCALE:TRUENORTH 1" = 30'-0"01LANDSCAPE PLAN LSP2.010SCALE: 1"=30'60'30'15'5'
100.00°
MTL-2
CP-1 CEMENT PLASTER
GL-1V VISION GLAZING
CP-2 CEMENT PLASTER
CP-1 CEMENT PLASTER
CP-2 CEMENT PLASTER
FUTURE TENANT SIGNAGE LOCATION
MTL-2
CP-1 CEMENT PLASTER
GL-1V VISION GLAZING
CP-1 CEMENT PLASTER
ACM-1
AL-2 WOOD GRAIN FINISH ON METAL
C-1 CONCRETE
(TILT UP CONCRETE WITH
LIGHT GREY STAIN)
C-2 CONCRETE
(TILT UP CONCRETE WITH
DARK GREY STAIN)48'-8 1/4"FUTURE TENANT SIGNAGE LOCATION MTL-2
CP-1 CEMENT PLASTER
GL-1V VISION GLAZING
ACM-1
MTL-2
C-1 CONCRETE
(TILT UP CONCRETE WITH
LIGHT GREY STAIN)
C-2 CONCRETE
(TILT UP CONCRETE WITH
DARK GREY STAIN)
FIRE PUMP ACCESS
FUTURE TENANT
SIGNAGE LOCATION
FUTURE TENANT SIGNAGE LOCATION
MTL-2
C-1 CONCRETE
(TILT UP CONCRETE WITH
LIGHT GREY STAIN)
CP-1 CEMENT PLASTER
GL-1V VISION GLAZING
ACM-1
AL-2 WOOD GRAIN FINISH ON METAL
MTL-2
CP-1 CEMENT PLASTER
VARISPACE SIGNAGE
C-2 CONCRETE
(TILT UP CONCRETE WITH
DARK GREY STAIN)
C-2 CONCRETE
(TILT UP CONCRETE WITH
DARK GREY STAIN)
C-1 CONCRETE
(TILT UP CONCRETE WITH
LIGHT GREY STAIN)
C-2 CONCRETE
(TILT UP CONCRETE WITH
DARK GREY STAIN)48'-9"481'-6 1/2"plotted:5/26/2021 4:39:02 PMBIM 360://20189.100_VariSpaceCoppell/ARCH_20189_VARISPACE_COPPELL-BIM360_v20.rvtBUILDING ELEVATIONS 450 N. FREEPORT - VARISPACE 04/09/21 PD1.02
SCALE:1/16" = 1'-0"04 NORTHEAST ELEVATION
SCALE:1/16" = 1'-0"02 SOUTHWEST ELEVATION
SCALE:1/16" = 1'-0"03 SOUTHEAST ELEVATION
SCALE:1/16" = 1'-0"01 NORTHWEST ELEVATION
48% GLAZING
41% GLAZING
49% GLAZING
49% GLAZING
C-1 CONCRETE
(CONCRETE WITH LIGHT
GREY STAIN)
C-2 CONCRETE
(CONCRETE WITH DARK
GREY STAIN)16'-0 1/2"24'-6 1/2"RAMP UP TO LEVEL G2
C-1 CONCRETE
(CONCRETE WITH LIGHT
GREY STAIN)
C-2 CONCRETE
(CONCRETE WITH DARK
GREY STAIN)
METAL BREEZWAY
ACM-1
C-1 CONCRETE
(CONCRETE WITH LIGHT
GREY STAIN)
C-1 CONCRETE
(CONCRETE WITH LIGHT
GREY STAIN)
C-2 CONCRETE
(CONCRETE WITH DARK
GREY STAIN)
METAL BREEZWAY
ACM-124'-6"15'-8"plotted:5/26/2021 4:39:09 PMBIM 360://20189.100_VariSpaceCoppell/ARCH_20189_VARISPACE_COPPELL-BIM360_v20.rvtGARAGE ELEVATIONS 450 N. FREEPORT - VARISPACE 05/04/21 PD1.04
SCALE:1/16" = 1'-0"01 SOUTHWEST ELEVATION
SCALE:1/16" = 1'-0"02 SOUTHEAST ELEVATION
SCALE:1/16" = 1'-0"03 NORTHEAST ELEVATION
SCALE:1/16" = 1'-0"04 NORTHWEST ELEVATION
Exterior Signage
Exhibit
JUNE 8, 2021
VARISPACE COPPELL
VARISPACE SOUTHLAKE
VARISPACE Precedent Images
VARISPACE Precedent Images
VARISPACE SOUTHLAKE
VARISPACE Coppell Exterior Signage
A1
A2
A3
A4
A5
A6
BUILDING ID (QTY: 1)
LANTERN
BUILDING ID (QTY: 1)
GARAGE FAÇADE
TENANT ID (QTY: 4)
TENANT MONUMENT
(QTY: 1)
ENTRY MONUMENT
(QTY: 2)
VEHICULAR DIRECTIONAL
(QTY: 5)
A3
NORTH
FRONTAGE ROAD
HWY 121
FREEPORT PARKWAYNORTHWESTERN DRIVE
A3
A3
A3
A1
A4
A5
A6
A6
A6
A6
A6
A2
A5
FREEPORT PARKWAYA3
A3
A3
A1
A4
A6
A5
Sign Type A1: Building ID –Lantern Facade (Quantity 1)
VARISPACE Coppell Exterior Signage
Face lit illuminated dimensional letters. White translucent acrylic
face with painted returns to match metal panel. Aluminum
letters pin mounted and attached horizontally to structure.
“Varispace” copy is approximately 24′-6″ (w) x 2′-10” (h) x 4”
(d). “Coppell” copy is approximately 11’-0” (w) x 1’-6” (h) x 4”
(d). Power source required.
Code: Signs can have an aggregate effective area equal to
0.5 square foot per aggregate linear foot of footage on all
streets
Sec. 12-29-4.3.B Code Requirements
Total Building Façade Linear Length: 1,328 LF
Aggregate Effective Area: 664 SF (1,328 * .5)
Total Signage SF Allowance with Sign Placement over
36’-0” in building height (MAX): 400 SF
A1
NIGHT TIME VIEW
Sign Type A2: Building ID –Façade
(Quantity 1)
VARISPACE Coppell Exterior Signage
Face lit illuminated dimensional letters. White translucent acrylic
face with painted returns to match metal panel. Aluminum letters
pin mounted and attached horizontally to structure. Face and
returns painted black. “Varispace” copy is approximately 16′-0″ (w)
x 3-’2” (h) x 4” (d). “Coppell” copy is approximately 7’-0” (w)
x 1’-0” (h) x 4” (d). Power source required.
1 applied to building façade, 1 applied to garage serving
secondary site entry (east)
Sec. 12-29-4.3.B Code Requirements
Total Signage SF Allowance with Sign Placement over
36’-0” in building height (MAX): 400 SF
A2
Sign Type A3: Building ID –Leasing Tenant
(Quantity 4)
VARISPACE Coppell Exterior Signage
Face lit illuminated dimensional letters. White translucent
acrylic face with painted returns to match metal panel.
Aluminum letters pin mounted and attached horizontally to
structure. 4” thick aluminum letters pin mounted and attached
horizontally to existing structure. Face and returns painted
black. Maximum effective area for each tenant logo is
approximately 13’-6” (w) x 3’ (h). Tenant logo/name to be
determined. Power source required.
Sec. 12-29-4.3.B Code Requirements
Total Signage SF Allowance with Sign Placement over
36’-0” in building height (MAX): 400 SF
AS SHOWN: 40.5 SF/EACH (162 SF)
21
3
4
5
Sign Type A4: Tenant Monument (Quantity 1)
VARISPACE Coppell Exterior Signage
Double sided, painted aluminum cabinet with logo of 3/4”
thick illuminated dimensional logo. Tenant panels to be
removable 4’-0” x 1’-0” aluminum panels with 1/2” thick non
illuminated dimensional tenant names attached first surface
panel. Accent wrap element with custom powder-coated
wood grain texture. Overall monument not to exceed 60 SF.
CONCEPT DESIGN SHOWN.
FINALIZED DESIGN MAY DEVIATE.
Sec. 12-29-4.C.II Code Requirements: Provided that
the premises has frontage on more than one street
and that the frontage on each street is 500 feet or
more, two monument signs are permitted on premises
greater than five acres in size as follows:
Maximum size—60 square feet.
Maximum height—Six feet each.
15 feet from street right-of-way.
Sign Type A5: Entry Monument
(Quantity 2)
VARISPACE Coppell Exterior Signage
Double-sided, internally illuminated monument sign on
concrete base. Monument sign is approximately 10’-0” (w) x
6’-0” (h) x 12” (d). Sign cabinet to be painted aluminum with
push through, white acrylic letters/logo. Include building
address in vinyl, approximately 6” tall.
Sec. 12-29-4.C.II Code Requirements: Provided that
the premises has frontage on more than one street
and that the frontage on each street is 500 feet or
more, two monument signs are permitted on premises
greater than five acres in size as follows:
Maximum size—60 square feet.
Maximum height—Six feet each.
15 feet from street right-of-way.
Sign Type A6: Freestanding Vehicular Directional (Quantity 5)
VARISPACE Coppell Exterior Signage
Double-sided post and panel directional sign skinned in
painted, 1/8” aluminum to fully conceal posts no greater than
2” above the landscaping. Posts to be 2x2, direct bury.
Vehicular directional sign is approximately 3’-0” (w) x 4’-0”
(h) x 2-1/4” (d).
Copy and directional arrow is applied white vinyl. Copy and
directional icon is approximately 3” tall
Sec. 12-29-3.2.A Code Requirements:
Movement control signs may be erected at any occupancy
or any premises, other than single-family or duplex
premises, may be attached or detached, and may be
erected without limits as to number.
Each sign must not exceed three square feet in effective
area;
If a sign is an attached sign, the words must not exceed six
inches in height;
Each sign must convey a message which directs vehicular
or pedestrian movement within or onto the premises on
which the sign is located;
Sign Effective Area Summary
VARISPACE Coppell Exterior Signage
A1
A2
A3
BUILDING ID –LANTERN
(QTY: 1)
BUILDING ID –FAÇADE
(QTY: 1)
BUILDING ID –FAÇADE TENANT
(QTY: 4)
120SF + 18SF
52SF + 7.5SF
40.5SF + 40.5SF + 40.5SF + 40.5SF
= 138 SF
= 59 SF
= 162 SF
359 SF AGGREGATE EFFECTIVE AREA < 400SF MAX
SIGN EFFECTIVE AREA TOTAL
A4
A5
TENANT MONUMENT
(QTY: 1)
ENTRY MONUMENT
(QTY: 2)
SEC. 12-29-4.C.II: VARIANCE NEEDED FOR SIGN TYPES A4 AND A5 SINCE ONE STREET FRONTAGE
IS LESS THAN 500 FT AS WELL AS FOR (3) MONUMENTS WHEN MAXIMUM IS (2) TOTAL.
A6 VEHICULAR DIRECTIONAL
(QTY: 5)
SEC. 12-29-3.2.A: VARIANCE NEEDED FOR MOVEMENT CONTROL SIGNAGE FOR OVERALL SIZE MODIFICATION GREATER THAN 3 SF.
NO VARIANCE ADJUSTMENT NEEDED FOR SIGN TYPES A1, A2 AND A3 BASED ON EXISTING DIMENSIONS.
Thank you.