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Item 7 - SV23-0004 - Demonstration and 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 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 T O 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 MATC H BUILDING COLOR G. METAL COPINGS PAINTED TO MATCH ASSOCIATED WALL H. THE BUILDING ADDRESS WILL BE PROVIDED IN ACCORDA NCE WITH SEC. 501.2 AMENDED. CODE REF. 501.2 AMENDED, S HT. 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 T O 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 MATC H BUILDING COLOR G. METAL COPINGS PAINTED TO MATCH ASSOCIATED WALL H. THE BUILDING ADDRESS WILL BE PROVIDED IN ACCORDA NCE WITH SEC. 501.2 AMENDED. CODE REF. 501.2 AMENDED, S HT. 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. East Side Of The Building North Side Of The Building No Signage On This Side Grace Lane Monument Signage 630630635635640640 645645645 6286286296296316 3 1632 632633633633634 634636636637 637638638 639 639641 641642642 643 643643 644644 644646646 646647647 647648 640645637 63863964164264364464664 5 64 0 635645 6356306406456456 4 0 638639641642643644631632633634636637638629628646646646647 647 64 6 64 4 64 6 646647648649643 642 641 6 4 4 6 4 3 6 4 2641639638637636 633 634 635 639 638 637 636 6446436426 4 1 63964063863763664 6 6 2 7634 646632 632633LP LP LP LP LP LP LP LP LP LPX X X WV WV SDMHSDMH WM FH FH GRACE LANE(80' ROW)KIR KWOO D BO U L E V A R D ( 1 0 0 ' ROW ) P RO P E R T Y L I N E PROPERTY LINEWWWWWWWWW LINE W2EXCERPT ALINE W1PROP 8 " PVC SAN SEWEREXISTING 12"WATER LINESTA 1+52 ~ LINE W21 ~ 8"-45° BENDN:7033913.43;E:2389054.01STA 2+49 ~ LINE W21 ~ 8"x6" TEE1 ~ 6" GATE VALVE18 LF ~ 6" PVC WATER LINE1 ~ STD FIRE HYDRANTN:7033816.17; E:2389048.79 (TEE)N:7033816.04; E:2389050.89 (VALVE)N:7033815.21; E:2389066.73 (HYDRANT)97 LF ~ 8" PVC WATER LINESTA 2+98 ~ LINE W21 ~ 8"-45° BENDN:7033767.02;E:2389046.1649 LF ~ 8"PVC WLSTA 3+18 ~ LINE W21 ~ 2" TAP1 ~ 2" GATE VALVE9 LF ~ 2" HDPE WATER LINE1 ~ 2" PLUGNOTE FOR FUTURE FOUNTAIN:2" BACKFLOW PREVENTER & 2"METER TO BE INSTALLED WHENFUTURE FOUNTAIN IS INSTALLED.N:7033753.92; E:2389031.44 (TAP)N:7033752.42; E: 2389032.78 (VALVE)20 LF ~ 8" PVC WL18 LF ~ 8" PVCWATER LINESTA 3+36 ~ LINE W21 ~ 8"-45° BENDN:7033741.73;E:2389017.74STA 4+67 ~ LINE W21 ~ 8"x8" TAPPINGSLEEVE & VALVEN:7033750.38;E:2388887.96131 LF ~ 8" PVCWATER LINEPROP 4" PVC SAN SEWERREMOTEFDC152 LF ~ 8" PVCWATER LINE1 ~ 6"-45° BENDN:7033827.13;E:2389057.6811 LF ~ 6" PVC WL (PRIVATE)PROPOSED 15'WATER LINEEASEMENTPROPOSED 15'WATER LINEEASEMENTEXISTING 8"WATER LINESTA 0+00 ~ LINE W1REMOVE PLUG ANDCONNECT TO EXISTING12" WATER LINE(VERIFY LOCATIONAND ELEVATION)174 LF ~ 12" PVCWATER LINE113 LF ~ 12" PVCWATER LINESTA 2+91 ~ LINE W11 ~ 12"-11 14° BENDN:7034098.62;E:2389091.82STA 4+04 ~ LINE W1= STA 0+00 ~ LINE W2INSTALL:1 ~ 12"x8" TEE1 ~ 8" GATE VALVE1 ~ 12" GATE VALVEN:7034014.74; E:2389167.00 (TEE)N:7034013.39; E:2389165.50 (8" VALVE)N:7034012.64; E:2389168.85 (12" VALVE)EXTEND EXISTING 8"WATER LINE 50 LF TOPROP 12" LINE W1117 LF ~ 12" PVCWATER LINE32 LF ~ 6" PVC WL (PRIVATE)1 ~ 6"-45° BEND1 ~ 6"-11 14° BENDN:7033857.72;E:2389059.4323 LF ~ 6" PVC WL (PRIVATE)STA 1+74 ~ LINE W1INSTALL:1 ~ 12"x8" TEE1 ~ 12" GATE VALVE1 ~ 8" GATE VALVEN:7034165.87; E:2388996.07 (TEE)N:7034164.54; E:2388995.11 (8" VALVE)N:7034164.07; E:2388998.62 (12" VALVE)91 SYPAVEMENTREPAIR136 LF ~ 12" PVCWATER LINE148 LF ~ 12" PVCWATER LINESTA 5+40 ~ LINE W11 ~ 12"-11 14° BENDN:7033913.12;E:2389257.113 LF ~ 12" PVC WATER LINESTA 6+91 ~ LINE W1INSTALL:1 ~ 12" GATE VALVE1 ~ 2" TEMPORARYBLOW-OFF ASSEMBLYN:7033820.46; E:2389376.29100 LF ~ STEELENCASEMENTSTA 6+88 ~ LINE W1INSTALL:1 ~ 12"x6" TEE1 ~ 6" GATE VALVE7 LF ~ 6" WATER LINE1 ~ STANDARD FIRE HYDRANTN:7033822.14; E:2389374.14 (TEE)N:7033827.59; E:2389378.38 (FH)STA 6+82 ~ LINE W1EXISTING 8'x4' CULVERT CROSSING 8'x4' CULVERT = 625.76TOP 12" WATER LINE = 623.09N:7033825.66; E:2389369.61STA 0+53 ~ LINE W2STORM DRAINCROSSINGTOP 8" WL = 631.54 18" SD = 633.54PROPERTY LINESTA 1+05 ~ LINE W21 ~ 8"x6" TEE1 ~ 6" GATE VALVEN:7033944.66 (TEE)E:2389088.84 (TEE)24 LF ~ 6" PVC FIRELINE (PRIVATE)1 ~ 6"-22 12° BENDN: 7033911.06; E: 2389096.71STUB OUT 3 LF ~ 6" PVCPRIVATE FIRE LINE FORCONNECTION BY MEP25 LF ~ 2" HDPEWATER LINE(PRIVATE)PROPOSED 15' WATERLINE EASEMENT1 ~ 2"-22 12° BENDN: 7033912.86; E: 2389099.69STUB OUT 3 LF ~ 2" HDPEPRIVATE WATER LINE FORCONNECTION BY MEPPROPOSED 15' WATERLINE EASEMENTSTA 1+08 ~ LINE W21 ~ 2" TAP2 LF ~ 2" IRR. LINESEE SHEET IRR100FOR CONTINUATIONN:7033942.94 (TAP)E:2389086.92 (TAP)STA 1+02 ~ LINE W21 ~ 2" TAP2 LF ~ 2" HDPE WATER LINE1 ~ 2" METER & BOX1 ~ 8" GATE VALVEN:7033947.42 (TAP)E:2389091.92 (TAP)1 ~ 6"-45° BENDN: 7033935.01E: 2389098.031 ~ 2"-45° BENDN: 7033937.40E: 2389100.9014 LF ~ 6" PVCFIRE LINE(PRIVATE)10 LF ~ 2" HDPEWATER LINE(PRIVATE)PROPOSED 12" STORM DRAINSTORM CROSSINGTOP 6" FL = 639.91 12" SD = 641.91STORM CROSSINGTOP 2" WL = 639.88 12" SD = 641.8830'60'015'EXISTING 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.N Water LayoutC-108EXCERPT AN010'5'CONTROL 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. - 633.37509510510LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPERTY LINEFINISHED FLOOR ELEVATIONFFE509FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\C-108 WATER LAYOUT.dwg LAYOUT NAME: 108 22x34 PRINTED: Monday, October 18, 2021 - 10:40am USER: CHADSALL Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONXO MARRIAGE CENTERXO MARRIAGE1021 GRACE LANESOUTHLAKE, TEXAS 760928555.19PROFESSIONAL ENGI N E ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL L SMI TH & COOPER,INC. F-56010/18/2021-08/06/2021PERMIT SET109/30/2021CIVIL_CITY COMMENTS210/18/2021ADD002_CITY COMMENTS2222222222Grace Lane Signage is 17' offthe water easment10’ offpropertyline17' off waterline easement Kirkwood BLVD Site Signage 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"