Item 9C - Demonstration & PlansSIGN VARIANCE APPLICATION
1400 Main Street, Suite 310, Southlake, TX 76092
Phone: (817) 748-8215 Fax: (817) 748-8077
Revised January 2023 2
Demonstration
Please demonstrate that the following conditions are applicable to the requested sign variance:
1.That a literal enforcement of the sign regulation will create an unnecessary hardship or practical
difficulty on the applicant.
2.That the situation causing the unnecessary hardship or practical difficulty is unique to the affected
property and is not self imposed.
3.That the variance will not injure and will be wholly compatible with the use and permitted
development of adjacent properties.
4.That the variance will be in harmony with the spirit and purpose of the sign ordinance.
LP
LP
LP
LP
LP LP
LP
LP LP LP LP LPLP
LP
X X X X X X X X X XX X X
ICV
ICV
WV
WV
WV
WV
WV WV
SDMHSDMH
WMFHFH
FH
FH 0102111428220918044136231603090126290909011112020301020325061206124601161804010101161619190901019'
-0"
(TYP
.
)R30'-0"4'-0"21'
-8"8'-0"R35'-0"
R50'-0"25'-6"6'
-0"5'
-0"50'
-0
"5'-0"R30'-0"
R115'-0"
R35'-0"R40'-0"15'-0"21'-5"R36'-0"R55'-0"30'-0"R60'
-
0
"R20'-0"R20'-0"R37'-0"R22'-0"R25'
-0
"6'-0"R30'-0"R25'-0"R55
'
-
0
"R12'-6"24391
8
'
-
0
"
2
5
'
-
0
"
1
8
'
-
0
"
8'
-
0
"3918'-6"396'-0"6'-0"(TYP.)6'-0"
(TYP.)R125'-0"R110'-0"
R160'-0"
R45'-0"15'
-0"394031323237321819Ø19'-0"R45'-0"R25'-0"R20'-0"R35'-0"
R25'-0"R5'-0"R25'-0"R15'-0"R30'-0"R5'-0"25'-0"(TYP.)1232323333R3'-0"(TYP.)R30'-0"R3'-0"R30'-0"R30'-0"R3'-0"(TYP.)R91'-0"6'
-0"R3'-0"(TYP.)R3
0
'
-
0
"
(T
Y
P
.
)39R10'-0"33R3
'
-
0
"
(TYP
.
)172727391238306'-0"011218'-0"(TYP.)25'-0"(TYP.)18'-0"(TYP.)6'-0"(TYP.)020312R29'-0"R30'-0"R3'-0"(TYP.)R3'-0"(TYP.)18'-0"(TYP.)9'-0"(TYP.)R5'-0"1114466'-0"18182021R46'-0"333939R60'-0"R150'-0"R105'-0"R90'-0"R85'-0"R140'-0"15'-0"05053939391513133907404034343434343409093915141313390739390404040412393939396'-0"151310133908080834R17'-0"353535353539R3'-0"(TYP.)R3'-0"(TYP.)R10'-0"(TYP.)01120412R3'-0"(TYP.)R10'-0"(TYP.)R18'-0"R15'-0"R45'-0"R49'-4"4645424343442725'-2"25'-0"25'-0"7'-9"6'-0"R90'-0"R1144'-0"R3'-0"(TYP.)18'-0"25'-0"18'-0"11'-0"18'-0"25'-0"18'-0"R30'-0"18'-0"
(TYP.)9'-0"(TYP.)R908'-0"165'-9"
166'-7"45'-4"4'-1"39'-5"8'-7"38'-8"28'-6"43'-0"20'-9"123'-2"
42'-3"16'-0"R73'-0"40404040405'-6"10'-0"243447FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\060_LAND\04_SHEETS\LC100 Construction Layout.dwg LAYOUT NAME: LC100 PRINTED: Monday, December 19, 2022 - 9:55am USER: JRWilliams
Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLAN154321ABCD2345XO MARRIAGE CENTERXO MARRIAGE1021 GRACE LANE SOUTHLAKE, TX 760928555.19-08/06/2021PERMIT SETREGISTE
R
E
D LANDSCAPE ARCHITECTSTATE OF TEX
A
S23 J AM
E
S WILLIAMS2712/19/2022EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.CONSTRUCTION NOTESEXAMINATION OF SITE OF WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINETHE SITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELFPRIOR TO BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONSUNDER WHICH THE WORK IS TO BE PERFORMED, AND SHALL INCLUDEIN HIS/HER BID A SUM TO COVER ALL COSTS OF ALL ITEMSNECESSARY TO PERFORM THE WORK AS SET FORTH IN THECONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TO ANYBIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE.THE SUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVEEVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALLRELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AMINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OFCONCRETE. THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVEDAND APPROVED THE FORMWORK AND REINFORCEMENT PRIOR TOANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITESAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OFCONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE ASAPPROVED BY THE OWNER'S REPRESENTATIVE. ANY CONCRETEPLACED WITH AN IMPROPER FINISH SHALL BE REMOVED ANDREPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAW JOINTS SHALLBE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THEOWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKSDUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE REMOVEDAND REPLACED AT THE CONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONSSUCH AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENTWITH SUCH INTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYOF SOUTHLAKE, TEXAS' CITY STANDARD SPECIFICATIONS, AND THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,NORTH CENTRAL TEXAS, AS PREPARED BY N.T.C.O.G.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES,OR TO EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED.WRITTEN AND NUMBERED DIMENSIONS HOLD PRECEDENCE OVERSCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE ANADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSEDIMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED TO THEOWNER'S REPRESENTATIVE. NO ADJUSTMENT WILL BE PERMITTEDUNTIL IT HAS FIRST BEEN APPROVED BY THE OWNER'SREPRESENTATIVE.CONCRETE TRAILS/SIDEWALK LAYOUTCENTERLINE OF THE TRAIL SHALL BE STAKED IN THE FIELD BY THECONTRACTOR FOLLOWING THE ALIGNMENT SHOWN IN THECONSTRUCTION DOCUMENTS. APPROVAL OF THE CENTERLINESTAKING BY THE OWNER/LANDSCAPE ARCHITECT IS REQUIRED PRIORTO BEGINNING FORMWORK.30'60'015'NORTHCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37AS INDICATED BY:00KEY NOTES1.5" CONCRETE PAVING ON COMPACTED SUBGRADE PER DET. A3/LD5002.6" CONCRETE PAVING ON TREATED SUBGRADE PER DET. A1/LD5003.7" CONCRETE PAVING ON TREATED SUBGRADE PER DET. A1/LD5004.CONCRETE PAVERS ON 5" CONCRETE BASE PER DET. D3/LD5005.CONCRETE DRIVE APPROACH PER DET. C3/LD5006.CONNECTION TO EXISTING CONCRETE PAVING PER DET. D1/LD5007.SIDEWALK TO CURB CONNECTION PER DET. C5/LD5008.CONCRETE TRAIL CLEARING PER DET. A1/LD5019.CONCRETE MOW EDGE PER DET. B5/LD50010.LAYDOWN CURB PER DET. C1/LD50411.CONCRETE WHEELSTOP PER DET. C4/LD50112.ACCESSIBLE RAMP PER DET. A3/LD50113.ACCESSIBLE PARKING SIGN PER DETS. B1, C2 & C3/LD50114.ACCESSIBLE PARKING SYMBOL PER DET. B3/LD50115.ACCESS ISLE @ ACCESSIBLE PARKING PER DET. B2/LD50116.FIRE LANE PER DET. B4/LD50117.10' x 25' LOADING AREA18.RETAINING WALL WITH NATURAL STONE VENEER,DESIGNED BY OTHERS. VENEER PER DET. A5/LD50519.4' GUARDRAIL PER DET. B5/LD50520.CONCRETE STEPS & HANDRAIL PER DET.B4/LD50421.ACCESSIBLE RAMP & HANDRAIL PER DET. A2/LD50422.DRY CREEK PER DET. A1/LD505 AND B4/LD50523.CUSTOM CORTEN FRAME RETAINING WALLPER DET. A4/LD50524.XO MARRIAGE SIGN PER DET. C1/LD50525.DUMPSTER ENCLOSURE PER DET. A1/LD50226.PATIO TABLE AND CHAIRS AS SPEC'D.27.TRASH RECEPTACLE AS SPEC'D.28.FIRE HYDRANT RE: CIVIL SHEETS29.GREASE TRAP RE: CIVIL SHEETS30.WATER METER RE: CIVIL SHEETS31.REMOTE FDC RE: CIVIL SHEETS32.MANHOLE RE: CIVIL SHEETS33.CURB INLET RE: CIVIL SHEETS34.AREA/PLANTER DRAIN RE: CIVIL SHEETS35.HEADWALL & RIPRAP RE: CIVIL SHEETS36.RAISED PLANTER RE: PLANTING PLAN37.BUILDING RE: ARCHITECTURE SHEETS38.ELECTRICAL TRANSFORMER RE: ELECTRICAL SHEETS39.PARKING LOT LIGHT FIXTURES RE: ELECTRICAL SHEETS40.PEDESTRIAN LIGHT FIXTURES RE: ELECTRICAL SHEETS41.LIGHTED BOLLARDS RE: ELECTRICAL SHEETS42.HOT MIX ASPHALTIC CONCRETE (HMAC) PAVINGPER CIVIL SHEETS43.8" CONCRETE PAVING ON TREATED SUBGRADEPER CIVIL SHEETS44.PROPOSED BARRICADE PER CIVIL SHEETS45.CONCRETE CURB & GUTTER PER CIVIL SHT. C-50746.CONCRETE HEADER PER CIVIL SHT. C-50747.ROCK SUMP PER CIVIL SHT. C-501AConstructionLayoutLC100LEGENDDIJSAWN CONTROL JOINTPER DETS. B1/LD500 & A3/LD500DOWELED ISOLATION JOINTPER DETS. B1/LD500 & D5/LD5007" CONCRETE PAVINGON TREATED SUBGRADEPER DET. A1/LD5005" CONCRETE PAVINGON COMPACTED SUBGRADEPER DET. A3/LD5006" CONCRETE PAVINGON TREATED SUBGRADEPER DET. A1/LD500CONCRETE PAVERS ON5" CONCRETE BASEPER DET. D3/LD500CONTROL POINT #2HOT MIX ASPHALTIC CONCRETE(HMAC) PAVING ON TREATEDSUBGRADE PER CIVIL SHEETS8" CONCRETE PAVINGON TREATED SUBGRADEPER CIVIL SHEETS11111111109/30/2021CIVIL_CITY COMMENTS210/12/2021BUILDING_CITY COMMENTS306/08/2022CCR-005412/19/2022SI-007222222223444254'-11 1/2"107'-10"South ElevationBuilding MountedSignageNorth ElevationBuilding MountedSignageEast ElevationBuilding MountedSignMonument Sign 1Monument Sign 2Sculpture
Roundabout Sculpture
LED light inset
Sign Section
LED Lighting (typ.)6'-0"18"14"12'-0"
powder coated aluminum or
stainless steel assembly. color to
match building mounted sign.
note: drawings are conceptual. Dimensions are
approximate. Sign vendor is to prepare concept
drawings for Owner approval. Upon Receiving
Owner approval, sign vendor is to obtain city
approvals, prepare constructible shop drawings
and provide foundation requirements to contractor.10"1"1"2"2"8'-6"
Option A
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
TOR
145' - 0"
A1
A-301
________
280
282
281
111
111 281
280
282
272
A1
A-312
________
3RD FF EL
130' - 6"
A4
A-311
________
412 412 412 412 412 412 412 412
412 412 412 412 412 412 412 412
412 412 412
412 412
412 412
412 412
414
276 276 276 276 276 276 276 276 276 276
276 276 276 276 276
276 276 276 276 276
276276276276276
276
412316 316316
A5
A-312
________
282282282
411
411
664
411
412
412
276
276
276
270
270
270
A2
A-311
________A3
A-301
________A4
A-312
________8' - 1"1' - 5"6"EQ 9' - 0"EQ
EQ6' - 0"EQC1
A-504
________
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
TOR
145' - 0"
A1
A-311
________
3RD FF EL
130' - 6"
A4
A-311
________
412
412
111
414
283
313
285
272
272
551
412 412 412 412 412 412
412412412412412412
412 412 412 412
276 276 276 276 276 276
276 276 276 276 276 276
276 276 276 276 276
276
276
314
316
316
A5
A-312
________
412
411
411
363
412
412
270
270
270
A2
A-311
________A3
A-301
________A4
A-312
________
133' - 0"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
3 15/16"3 15/16"
C1
A-504
________EQEQ4' - 8 5/8"19' - 10"
ELASTOMERIC PAINTED TILT WALL W/ SAND FINISH
MATCH SHERWIN WILLIAMS SW7004 SNOWBOUND
STUCCO
MATCH SHERWIN WILLIAMS SW2819 DOWNING SLATE
COMPOSITE METAL PANEL
MATCH TO ALUCOBOND 69553 CLEAR ANODIZED
CURTAINWALL/STOREFRONT FRAME
MATCH TO KAWNEER #14 CLEAR ANODIZED
GLAZING
MATCH TO SUNGUARD SUPERNEUTRAL 54 GRAY TINT
EXTERIOR FINISH MATERIAL LEGEND
#DATE DESCRIPTION
-
KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
9/15/2022 4:07:54 PM8555.19
R_v20PERMIT SET08/06/2021
1021 GRACE LANE, SOUTHLAKE, TX
76092
XO MARRIAGE
A-201
Exterior
Elevations XO MARRIAGE CENTER09/15/2022
1/8" = 1'-0"C1 NORTH ELEVATION
1/8" = 1'-0"A1 SOUTH ELEVATION
111 BACKLIT SIGNAGE, PROVIDE POWER, REF ELEC.
270 ACM PANEL W/DRY JT. TYP.
272 ACM CLAD WALL PANEL CANOPY
276 ACM PANEL
280 9 1/4" LOAD BEARING TILT-UP CONCRETE WITH
REVEALS & ELASTOMERIC COATING W/ SAND FINISH
281 TILT-UP PANEL JOINT, REF TO STRUC.
282 TILT-UP CONCRETE WALL REVEAL TYP REF TO DETAIL
283 TILT-UP CONCRETE PANEL WITH ELASTOMERIC
COATING
285 PORTLAND CEMENT STUCCO
313 REVEAL
314 VINYLOK FORM LINER REF. STRUC.
316 OVERFLOW NOZZLE REF. PLUMB
363 PREFIN MTL COPING
411 ALUM CURTAIN WALL & GLAZING, AS SCHED
412 ALUM STORE FRONT & GLAZING, AS SCHED
414 DOOR, AS SCHED
551 FEC
664 FORM LINER REVEAL COORDINATE WITH STRUC
AS INDICATED BY:#
KEY NOTES
GENERAL NOTES
A. CONTRACTOR TO VERIFY ALL DIMENSIONS
B. PROVIDE TILT-UP WALL JOINTS PER ELEVATION. REF TO
STRUCTURE
C. GENERAL CONTRACTOR SHALL VERIFY & CLARIFY ALL
DIMENSIONAL DISCREPANCIES FROM THIS OR ANY PLAN,
SECTION, OR ELEVCATION W/ THE ARCHITECT PRIOR TO
CONSTRUCTION
D. ALL SIGNAGE SUBJECT TO BUILDING DEPARTMENT
APPROVAL
E. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE
F. UTILITY BOXES & CONDUIT SHALL BE PAINTED TO MATCH
BUILDING COLOR
G. METAL COPINGS PAINTED TO MATCH ASSOCIATED WALL
H. THE BUILDING ADDRESS WILL BE PROVIDED IN ACCORDANCE
WITH SEC. 501.2 AMENDED. CODE REF. 501.2 AMENDED, SHT.
G2.1 . BUILDING SIGN WILL SUBMIT TO THE CITY AS A
SEPARATE PERMIT AS REQUIRED BY CITY.
I. GC TO COORDINATE WITH THE SIGNAGE COMPANY AS
REQUIRED REGIST E R E D ARC
H
I
TECTSTA
TE OF T E X AS20208SCOTTA.NE
L
SON0 8'16'4'
0 8'16'4'
1 10/18/2021 ADD#2 City Comments
2 12/03/2021 ADD#4
3 09/09/2022 CCR 009
4 09/15/2022 SI-006
4
4
4
This needs to be centered
between the two windows
160'
160'43'160'
89'
5'45'
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
A3
A-311
________
3RD FF EL
130' - 6"
D1
A-301
________
A2
A-312
________
111
111
283
111
285
272
412
272
A3
A-312
________
412 412 412 412
412412412412
412 412 412
276 276 276 276
276 276 276 276
276 276 276
26' - 1"22' - 2 5/8"
664
270
270
270
412
412
C4
A-504
________C3
A-504
________
EQ EQEQ6' - 0"EQEQ EQ
9' - 0"
4
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
A3
A-311
________
3RD FF EL
130' - 6"
D1
A-301
________
A2
A-312
________
111
412
412
412
111
283
272 272
313
414414
A3
A-312
________
412 412
412 412
412 412
276 276
276 276
276 276 276
664
412
363
270
270
270
C4
A-504
________C3
A-504
________
ELASTOMERIC PAINTED TILT WALL W/ SAND FINISH
MATCH SHERWIN WILLIAMS SW7004 SNOWBOUND
STUCCO
MATCH SHERWIN WILLIAMS SW2819 DOWNING SLATE
COMPOSITE METAL PANEL
MATCH TO ALUCOBOND 69553 CLEAR ANODIZED
CURTAINWALL/STOREFRONT FRAME
MATCH TO KAWNEER #14 CLEAR ANODIZED
GLAZING
MATCH TO SUNGUARD SUPERNEUTRAL 54 GRAY TINT
EXTERIOR FINISH MATERIAL LEGEND
# DATE DESCRIPTION
-
KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
9/15/2022 4:08:01 PM8555.19
R_v20PERMIT SET08/06/2021
1021 GRACE LANE, SOUTHLAKE, TX
76092
XO MARRIAGE
A-202
Exterior
Elevations XO MARRIAGE CENTER09/15/2022
AS INDICATED BY: #
KEY NOTES
111 BACKLIT SIGNAGE, PROVIDE POWER, REF ELEC.
270 ACM PANEL W/DRY JT. TYP.
272 ACM CLAD WALL PANEL CANOPY
276 ACM PANEL
283 TILT-UP CONCRETE PANEL WITH ELASTOMERIC COATING
285 PORTLAND CEMENT STUCCO
313 REVEAL
363 PREFIN MTL COPING
412 ALUM STORE FRONT & GLAZING, AS SCHED
414 DOOR, AS SCHED
664 FORM LINER REVEAL COORDINATE WITH STRUC
GENERAL NOTES
A. CONTRACTOR TO VERIFY ALL DIMENSIONS
B. PROVIDE TILT-UP WALL JOINTS PER ELEVATION. REF TO
STRUCTURE
C. GENERAL CONTRACTOR SHALL VERIFY & CLARIFY ALL
DIMENSIONAL DISCREPANCIES FROM THIS OR ANY PLAN,
SECTION, OR ELEVCATION W/ THE ARCHITECT PRIOR TO
CONSTRUCTION
D. ALL SIGNAGE SUBJECT TO BUILDING DEPARTMENT
APPROVAL
E. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE
F. UTILITY BOXES & CONDUIT SHALL BE PAINTED TO MATCH
BUILDING COLOR
G. METAL COPINGS PAINTED TO MATCH ASSOCIATED WALL
H. THE BUILDING ADDRESS WILL BE PROVIDED IN ACCORDANCE
WITH SEC. 501.2 AMENDED. CODE REF. 501.2 AMENDED, SHT.
G2.1 . BUILDING SIGN WILL SUBMIT TO THE CITY AS A
SEPARATE PERMIT AS REQUIRED BY CITY.
I. GC TO COORDINATE WITH THE SIGNAGE COMPANY AS
REQUIRED
1/8" = 1'-0"C1 EAST ELEVATION
1/8" = 1'-0"A1 WEST ELEVATION REGIST E R E D ARC
H
I
TECTSTA
TE OF T E X AS20208SCOTTA.NE
L
SON0 8'16'4'
0 8'16'4'
1 10/18/2021 ADD#2 City Comments
2 12/03/2021 ADD#4
3 09/09/2022 CCR 009
4 09/15/2022 SI-006
4
These need to be centered vertically
between the top of bldg and window.
3'43'70'
This is the east elevation per the plans ,
but is truly on the west side of the
building.
North Side Of The Building
No Signage On This Side
MARRIAGE TODAY
Copy (Paint): Black ■
Lighting (LED): White ❑
Exterior Company Logo- North & East Elevation Signage
MARRIAGE
1/8" Angle Clips Wall
1/16" Returns —
1/8" Aluminum Face _
3/16" Lexan Back
LEDs —
(White - Attached to Inside of Returns)
1 /4" x 6" Studs
Minimum 2x Weep Holes (Min. 3" w/in Wall)
(Per Letter)
Side View (Section Detail)
(Rev. Channel Ltr)
Page 1 of 1 QTY: 2x Sets Total
NOTE
A Sign of Quality, LLC ®
5707 State Highway 276
Royce Chy, Texas 75189
Phone: (972) 771-2004
Fax: (972) 771-2151
E-Mail: infoCaasoq.com
PRo ecr: MARRIAGE TODAY
aoB snve: MARRIAGE TODAY- Ext Signage J
DELIVER INSTALL SHIP
Drawn By: dgh Work Order: — of —
submitted: 01/24/22 Revised08/10/22
Material: 3" Deep Fabricated Aluminum Construction; LED Backlit
(1/8" Aluminum Face welded to .060" Aluminum Returns w/ 3/16" Translucent Lexan Back Attached w/ Angle Clips)
Finish: Surface Painted Face & Returns
File/Art: Electronic File Provided (Vector Format)
Mounting: 2" Projection Mounted w/ Studs & Spacers
Approved As Submitted
Approved As Noted
Revise and Resubmit
Signature
Date
MARRIAGE TODAY
Copy (Paint): White ❑
Lighting (LED): White ❑
Exterior Company Logo- South Elevation Signage
X Z% K n Z2\(: 1!
1/8" Angle Clips wall
1/16" Returns —
1/8'' Aluminum Face _
3/16'' Lexan Back
LEDs ► —
(White - Attached to Inside of Returns)
F 1/4" x 6" Studs
les Minimum 2x Weep Ho(Min. 3" Win Wall)
(Per Letter)
Side View (Section Detail)
(Rev. Channel Ltr)
Page 1 of 1 QTY: 1 x Set Total
NOTE:
®A Sign of Quality, LLC
5707 State Highway 276
Royse Chy, Texas 75189
Phone: (972) 771-2004
Fax: (972) 771-2151
E-Mail: info@asoq.com
PRaEcr: MARRIAGE TODAY
doB SAVE: MARRIAGE TODAY- Ext Signage
DELIVER INSTALL SHIP
Drawn Bv: dgh Work order: _ of
S,bmitted:07/18/22 Revised 08/10/22
Material: 3" Deep Fabricated Aluminum Construction; LED Backlit
(1/8" Aluminum Face welded to .060" Aluminum Returns w/ 3/16" Translucent Lexan Back Attached w/ Angle Clips)
Finish: Surface Painted Face & Returns
File/Art: Electronic File Provided (Vector Format)
Mounting: 2" Projection Mounted w/ Studs & Spacers
Approved As Submitted
Approved As Noted
Ll Revise and Resubmit
Signature
Date
Option B
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
TOR
145' - 0"
A1
A-301
________
280
282
281
111
111 281
280
282
272
A1
A-312
________
3RD FF EL
130' - 6"
A4
A-311
________
412 412 412 412 412 412 412 412
412 412 412 412 412 412 412 412
412 412 412
412 412
412 412
412 412
414
276 276 276 276 276 276 276 276 276 276
276 276 276 276 276
276 276 276 276 276
276276276276276
276
412316 316316
A5
A-312
________
282282282
411
411
664
411
412
412
276
276
276
270
270
270
A2
A-311
________A3
A-301
________A4
A-312
________8' - 1"1' - 5"6"EQ 9' - 0"EQ
EQ6' - 0"EQC1
A-504
________
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
TOR
145' - 0"
A1
A-311
________
3RD FF EL
130' - 6"
A4
A-311
________
412
412
111
414
283
313
285
272
272
551
412 412 412 412 412 412
412412412412412412
412 412 412 412
276 276 276 276 276 276
276 276 276 276 276 276
276 276 276 276 276
276
276
314
316
316
A5
A-312
________
412
411
411
363
412
412
270
270
270
A2
A-311
________A3
A-301
________A4
A-312
________
133' - 0"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
3 15/16"3 15/16"
C1
A-504
________EQEQ4' - 8 5/8"19' - 10"
ELASTOMERIC PAINTED TILT WALL W/ SAND FINISH
MATCH SHERWIN WILLIAMS SW7004 SNOWBOUND
STUCCO
MATCH SHERWIN WILLIAMS SW2819 DOWNING SLATE
COMPOSITE METAL PANEL
MATCH TO ALUCOBOND 69553 CLEAR ANODIZED
CURTAINWALL/STOREFRONT FRAME
MATCH TO KAWNEER #14 CLEAR ANODIZED
GLAZING
MATCH TO SUNGUARD SUPERNEUTRAL 54 GRAY TINT
EXTERIOR FINISH MATERIAL LEGEND
#DATE DESCRIPTION
-
KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
9/15/2022 4:07:54 PM8555.19
R_v20PERMIT SET08/06/2021
1021 GRACE LANE, SOUTHLAKE, TX
76092
XO MARRIAGE
A-201
Exterior
Elevations XO MARRIAGE CENTER09/15/2022
1/8" = 1'-0"C1 NORTH ELEVATION
1/8" = 1'-0"A1 SOUTH ELEVATION
111 BACKLIT SIGNAGE, PROVIDE POWER, REF ELEC.
270 ACM PANEL W/DRY JT. TYP.
272 ACM CLAD WALL PANEL CANOPY
276 ACM PANEL
280 9 1/4" LOAD BEARING TILT-UP CONCRETE WITH
REVEALS & ELASTOMERIC COATING W/ SAND FINISH
281 TILT-UP PANEL JOINT, REF TO STRUC.
282 TILT-UP CONCRETE WALL REVEAL TYP REF TO DETAIL
283 TILT-UP CONCRETE PANEL WITH ELASTOMERIC
COATING
285 PORTLAND CEMENT STUCCO
313 REVEAL
314 VINYLOK FORM LINER REF. STRUC.
316 OVERFLOW NOZZLE REF. PLUMB
363 PREFIN MTL COPING
411 ALUM CURTAIN WALL & GLAZING, AS SCHED
412 ALUM STORE FRONT & GLAZING, AS SCHED
414 DOOR, AS SCHED
551 FEC
664 FORM LINER REVEAL COORDINATE WITH STRUC
AS INDICATED BY:#
KEY NOTES
GENERAL NOTES
A. CONTRACTOR TO VERIFY ALL DIMENSIONS
B. PROVIDE TILT-UP WALL JOINTS PER ELEVATION. REF TO
STRUCTURE
C. GENERAL CONTRACTOR SHALL VERIFY & CLARIFY ALL
DIMENSIONAL DISCREPANCIES FROM THIS OR ANY PLAN,
SECTION, OR ELEVCATION W/ THE ARCHITECT PRIOR TO
CONSTRUCTION
D. ALL SIGNAGE SUBJECT TO BUILDING DEPARTMENT
APPROVAL
E. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE
F. UTILITY BOXES & CONDUIT SHALL BE PAINTED TO MATCH
BUILDING COLOR
G. METAL COPINGS PAINTED TO MATCH ASSOCIATED WALL
H. THE BUILDING ADDRESS WILL BE PROVIDED IN ACCORDANCE
WITH SEC. 501.2 AMENDED. CODE REF. 501.2 AMENDED, SHT.
G2.1 . BUILDING SIGN WILL SUBMIT TO THE CITY AS A
SEPARATE PERMIT AS REQUIRED BY CITY.
I. GC TO COORDINATE WITH THE SIGNAGE COMPANY AS
REQUIRED REGIST E R E D ARC
H
I
TECTSTA
TE OF T E X AS20208SCOTTA.NE
L
SON0 8'16'4'
0 8'16'4'
1 10/18/2021 ADD#2 City Comments
2 12/03/2021 ADD#4
3 09/09/2022 CCR 009
4 09/15/2022 SI-006
4
4
4
This needs to be centered
between the two windows
160'
160'43'160'
89'
5'45'160'
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
A3
A-311
________
3RD FF EL
130' - 6"
D1
A-301
________
A2
A-312
________
111
111
283
111
285
272
412
272
A3
A-312
________
412 412 412 412
412412412412
412 412 412
276 276 276 276
276 276 276 276
276 276 276
26' - 1"22' - 2 5/8"
664
270
270
270
412
412
C4
A-504
________C3
A-504
________
EQ EQEQ6' - 0"EQEQ EQ
9' - 0"
4
1ST FF EL
100' - 0"
2ND FF EL
116' - 0"
TOP
152' - 6"
A3
A-311
________
3RD FF EL
130' - 6"
D1
A-301
________
A2
A-312
________
111
412
412
412
111
283
272 272
313
414414
A3
A-312
________
412 412
412 412
412 412
276 276
276 276
276 276 276
664
412
363
270
270
270
C4
A-504
________C3
A-504
________
ELASTOMERIC PAINTED TILT WALL W/ SAND FINISH
MATCH SHERWIN WILLIAMS SW7004 SNOWBOUND
STUCCO
MATCH SHERWIN WILLIAMS SW2819 DOWNING SLATE
COMPOSITE METAL PANEL
MATCH TO ALUCOBOND 69553 CLEAR ANODIZED
CURTAINWALL/STOREFRONT FRAME
MATCH TO KAWNEER #14 CLEAR ANODIZED
GLAZING
MATCH TO SUNGUARD SUPERNEUTRAL 54 GRAY TINT
EXTERIOR FINISH MATERIAL LEGEND
# DATE DESCRIPTION
-
KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
9/15/2022 4:08:01 PM8555.19
R_v20PERMIT SET08/06/2021
1021 GRACE LANE, SOUTHLAKE, TX
76092
XO MARRIAGE
A-202
Exterior
Elevations XO MARRIAGE CENTER09/15/2022
AS INDICATED BY: #
KEY NOTES
111 BACKLIT SIGNAGE, PROVIDE POWER, REF ELEC.
270 ACM PANEL W/DRY JT. TYP.
272 ACM CLAD WALL PANEL CANOPY
276 ACM PANEL
283 TILT-UP CONCRETE PANEL WITH ELASTOMERIC COATING
285 PORTLAND CEMENT STUCCO
313 REVEAL
363 PREFIN MTL COPING
412 ALUM STORE FRONT & GLAZING, AS SCHED
414 DOOR, AS SCHED
664 FORM LINER REVEAL COORDINATE WITH STRUC
GENERAL NOTES
A. CONTRACTOR TO VERIFY ALL DIMENSIONS
B. PROVIDE TILT-UP WALL JOINTS PER ELEVATION. REF TO
STRUCTURE
C. GENERAL CONTRACTOR SHALL VERIFY & CLARIFY ALL
DIMENSIONAL DISCREPANCIES FROM THIS OR ANY PLAN,
SECTION, OR ELEVCATION W/ THE ARCHITECT PRIOR TO
CONSTRUCTION
D. ALL SIGNAGE SUBJECT TO BUILDING DEPARTMENT
APPROVAL
E. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE
WITH THE ZONING ORDINANCE
F. UTILITY BOXES & CONDUIT SHALL BE PAINTED TO MATCH
BUILDING COLOR
G. METAL COPINGS PAINTED TO MATCH ASSOCIATED WALL
H. THE BUILDING ADDRESS WILL BE PROVIDED IN ACCORDANCE
WITH SEC. 501.2 AMENDED. CODE REF. 501.2 AMENDED, SHT.
G2.1 . BUILDING SIGN WILL SUBMIT TO THE CITY AS A
SEPARATE PERMIT AS REQUIRED BY CITY.
I. GC TO COORDINATE WITH THE SIGNAGE COMPANY AS
REQUIRED
1/8" = 1'-0"C1 EAST ELEVATION
1/8" = 1'-0"A1 WEST ELEVATION REGIST E R E D ARC
H
I
TECTSTA
TE OF T E X AS20208SCOTTA.NE
L
SON0 8'16'4'
0 8'16'4'
1 10/18/2021 ADD#2 City Comments
2 12/03/2021 ADD#4
3 09/09/2022 CCR 009
4 09/15/2022 SI-006
4
These need to be centered vertically
between the top of bldg and window.
3'43'70'
This is the east elevation per the plans ,
but is truly on the west side of the
building.
35"46-5/8"
35"
Examples of Local Singage that
Doesnt Meet The City Requirements
MF-
NNW