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Item 9A - Plans
SIGN 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-007222222223444 ACM CLAD CANOPY PROPOSED BACKLIT SIGNAGE TILT WALL PANEL JT. STUCCO ACM PANEL W/DRY JT TYP. TILT-UP CONCRETE WALL REVEAL TYP. ACM PANEL TYP. FORM LINER REVEAL TILT-UP CONCRETE WALL PTD. SAND FINISH LOW-E INSULATED CLEAR TEMPERED GLASS LOW E- COATED, TINTED INSULATED VISION GLASS ACM PANEL W/ DRY JT. TYP ACM PANEL W/DRY JT-TYP. INSULATED SPANDREL GLASS EXTRUDED ALUMINUM FRAME- SILVER ANODIZED TYP. LOW-E TINTED INSULATED VISION GLASS 46' - 4"3' - 0"1' - 6"19' - 4".THIS DOCUMENT IS RELEASED ON THE DATE NOTED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ©2016 PARKHILL, SMITH & COOPER, INC. ALL RIGHTS RESERVED.SIGN VARIANCE 04/03/2023 XO MARRIAGE CENTER 1021 GRACE LANE, SOUTHLAKE, TX 76092 8555.19 A4 SOUTH ELEVATION 0 16' 32'8' SIGN DIMENSION PROPOSED SIGN 232".18".36". ACM CLAD CANOPY PROPOSED SINGNAGE CLEAR TEMPERED GLASS AT VESTIBULE ACM PANEL- TYP. TILT-UP PANEL JOINT ACM PANEL W/DRY JT. TYP. FORM LINER REVEAL ACM CLAD CANOPY LOW E- COATED, TINTED INSULATED VISION GLASS LOW E- COATED, TINTED INSULATED VISION GLASS ACM MULLION CAP AT SLAB LINE FORM LINER REVEAL PROPOSED BACKLIT SINGNAGE 45' - 6"5' - 0"2'-0".24' - 9"THIS DOCUMENT IS RELEASED ON THE DATE NOTED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ©2016 PARKHILL, SMITH & COOPER, INC. ALL RIGHTS RESERVED.SIGN VARIANCE 04/03/2023 XO MARRIAGE CENTER 1021 GRACE LANE, SOUTHLAKE, TX 76092 8555.19 A5 0 16' 32'8'EAST ELEVATION_OPTION A PROPOSED SIGNAGE LOCATION 300".24". ACM CLAD CANOPY PROPOSED SINGNAGE CLEAR TEMPERED GLASS AT VESTIBULE ACM PANEL- TYP. TILT-UP PANEL JOINT ACM PANEL W/DRY JT. TYP. FORM LINER REVEAL ACM CLAD CANOPY LOW E- COATED, TINTED INSULATED VISION GLASS LOW E- COATED, TINTED INSULATED VISION GLASS ACM MULLION CAP AT SLAB LINE FORM LINER REVEAL PROPOSED BACKLIT SINGNAGE 45' - 6"7' - 6" 3' - 10"2' - 0"THIS DOCUMENT IS RELEASED ON THE DATE NOTED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ©2016 PARKHILL, SMITH & COOPER, INC. ALL RIGHTS RESERVED.SIGN VARIANCE 04/03/2023 XO MARRIAGE CENTER 1021 GRACE LANE, SOUTHLAKE, TX 76092 8555.19 A5 0 16' 32'8'EAST ELEVATION_OPTION 45.6".24".SIGN DIMENSION PROPOSED SIGNAGE LOCATION THIS DOCUMENT IS RELEASED ON THE DATE NOTED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ©2016 PARKHILL, SMITH & COOPER, INC. ALL RIGHTS RESERVED.SIGN VARIANCE 04/03/2023 XO MARRIAGE CENTER 1021 GRACE LANE, SOUTHLAKE, TX 76092 8555.19 A6 NOT IN SCALE MONUMENT SIGN PROPOSED MONUMENT SIGN AT GRACE LANE PROPOSED DIRECTIONAL SIGN FROM KIRKWOOD MARRIAGE TODAY Copy (Paint): White ❑ Lighting (LED): White ❑ Exterior Company Logo- South Elevation Signage 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 Minimum 2x Weep Holes (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 MARRIAGE TODAY Copy (Paint): Black ■ Lighting (LED): White ❑ Exterior Company Logo- North & East Elevation Signage 1/8" Angle Clips Wall 1/16" Returns — 1/8" Aluminum Face _ I� 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 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" 12'-0"6'-0" Roundabout Sculpture L,� d� F N11, 9,1 , A tmq'= RRR'illaw i