Item 13 - PlansS 89°39'46" W 639.54'87.14'
S 16°5
9
'
1
7
"
W
5
87.14'€=17°19'31"R=635.00'T=96.74'L=192.01'N 00°20'14" W 425.06'N 00°20'14" W 429.44'DO NOT ENTERSTOP 161416141010171717134HC7HC426222234323430322011522343262520'30'20'64'64'64'64'64'64'70'20'± 49'-4"24'13'90'20'30'13'80'15'-10"24'20'20'24'20'64'64'64'64'64'64'64'64'64'16'20'13'135'151739±31'-6"± 40'-10"STATE HIGHWAY 114 SERVICE ROAD25'20'30'18'-8"170'13'30'ELECTRICAL CARCHARGING STATIONENTRANCEEXIT38'NO-BUILDEASEMENT30'GAS METERSCREEN WALLTRANSFORMER20'45'-0"± 56'-6"SCREEN WALLCOMPACTORBALER20'30'20'± 31'-10"RECEIVING60'60'HC213'24'35'9152015930'30'30'20'24'HC228'
NORTH
N
O
L
E
N
D
R
I
V
E 15EXIST. TIRECENTERCOSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comDATEDESCRIPTIONPM:All rights reserved. No part of this document may bereproduced in any form or by any means withoutpermission in writing from MG2.2601 E. STATE HWY 114SOUTHLAKE, TX 76092SITE PLANREVIEW_0298-5260-20GARRETT HONEYCUTT04.19.22PERMIT ISSUE05.04.22BID ISSUE06.24.22SITE PLAN REVIEW_0107.18.22SITE PLAN REVIEW_02SOUTHLAKE, TXLOCATION #669MATTHEW L. GOELZER, ARCHITECTDRAWN:TS101TITLE SHEET &SITE PLANDHPROJECT GENERAL NOTESAREA OF WORKSCALE:EXISTING SITE PLANNOT TO SCALEARCHITECTURAL ABBREVIATIONSDRAWING INDEXPROJECT DIRECTORYARCHITECTURALTS101TITLE SHEET & SITE PLANSD101SITE PLANA100DEMOLITION FLOOR PLANA101FLOOR PLANA104OPTICAL, TIRE SALES, PHASING PLANSA301EXTERIOR ELEVATIONSA504TIRE SALES PLANSA504.1TIRE CENTER INTERIOR ELEVATIONS AND DETAILSA506OPTICAL OFFICE PLANS AND DETAILSA506.1OPTICAL OFFICE INTERIOR ELEVATIONS AND DETAILA601ROOM FINISH, DOOR, WINDOW SCHEDULE AND DETAILSA701WALL SECTIONS AND DETAILSSTRUCTURALS0.1GENERAL NOTES AND SCHEDULESS1.1PARTIAL FOUNDATION AND CEILING PLANSS2.1SECTIONSMECHANICALM-1PARTIAL FLOOR PLAN, ENLARGED HVAC DEMO AND HVAC PLANS, SCHEDULES, NOTES AND LEGENDM-2HVAC SCHEDULE AND DETAILSPLUMBINGP-1PARTIAL FLOOR PLAN, ENLARGED PLUMBING AND WASTE & VENT PLANS, SCHEDULES, NOTES. DETAILAND LEGENDELECTRICALE-1PARTIAL FLOOR PLAN, OPTICAL POWER AND LIGHTING PLANS, LIGHTING FIXTURE SCHEDULE, PANEL SCHEDULES, LEGEND, DETAIL, AND NOTESARCHITECTURAL SYMBOLSOWNERCOSTCO WHOLESALE999 LAKE DRIVEISSAQUAH, WA 98027t: 425.313.8100ARCHITECTMG2 ARCHITECTURE CORPORATION1101 SECOND AVENUE, SUITE 100SEATTLE, WA 98101PROJECT MANAGER: GARRETT HONEYCUTTt: 949.705.0761e: GARRETT.HONEYCUTT@MG2.COMSTRUCTURAL ENGINEERENGINEERS NORTHWEST9725 THIRD AVE. N.E., SUITE 207SEATTLE, WA 98115t: 206.525.7560 f: 206.522.6698MECHANICAL / PLUMBING / T.E., INC.ELECTRICAL ENGINEER830 NORTH RIVERSIDE DRIVE #200RENTON, WA 98057t:425.970.37533 5/8" METAL STUDS UNO AT 16" OC WITH GWB- PAINTED EACH FACE UNO PER SCHEDULEMETAL INSULATED PANELSFREEZER / COOLER WALLS (SIO)WALL TYPESDETAILDETAIL IDENTIFICATIONSHEET WHERE DRAWNWALL SECTIONCUT LINE - DEFINES THEDETAILED ELEMENTSYMBOLSDETAIL IDENTIFICATIONSHEET WHERE DRAWNCUT LINE - DEFINES THEDETAILED ELEMENT20A7013A701MATERIALSWOOD MEMBERWOOD BLOCKINGACOUSTICAL TILESTEELINTERIOR ELEVATIONDETAIL IDENTIFICATIONSHEET WHERE DRAWNA503567FOR ADDITIONAL ABBREVIATIONS: SEE OTHER DESIGN DISCIPLINESAFFABOVE FINISHED FLOOR (SLAB)BFFBELOW FINISHED FLOOR (SLAB)BOTBOTTOMCLCENTER LINECLRCLEARCLGCEILINGCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETEEAEACHELEVELEVATIONEQEQUALEVACVACUUM DRAINAGE SYSTEMEXTEXTERIORFFFACTORY FINISHFRPPFIBER REINFORCED PLASTIC PANEL(S)FRTFIRE RETARDANT TREATEDFTOFFINISH TO FINISH FACEGCGENERAL CONTRACTORGWBGYPSUM WALLBOARD, GYPSUMHORIZHORIZONTALHVACHEATING, VENTILATION, AND AIR CONDITIONINGIBCINTERNATIONAL BUILDING CODENTSNOT TO SCALEOCON CENTERO TO OOUT TO OUTPERPPERPENDICULARPLYWDPLYWOODRRADIUSRCPREFLECTED CEILING PLANRDROOF DRAINRLRAIN LEADERREFRIGREFRIGERATIONSIOSUPPLIED AND INSTALLED BY OWNERSIVSUPPLIED AND INSTALLED BY VENDORSOICSUPPLIED BY OWNER INSTALLED BYCONTRACTORSOIVSUPPLIED BY OWNER INSTALLED BY VENDORSQSQUARESSSERVICE SINK, SANITARY SEWERSSTSTAINLESS STEELSTDSTANDARDSTLSTEELSTRUCTSTRUCTURE, STRUCTURALTOJTOP OF JOISTTOMTOP OF MASONRYTOPTOP OF PARAPETTOSTOP OF STEELTOWTOP OF WALLT&BTOP AND BOTTOMTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDW/WITHW/OWITHOUTWDWOODWDWWINDOWEXISTING CONSTRUCTION TO BEREMOVED - SHOWN DASHEDEXISTING CONSTRUCTION TO REMAIN -SHOWN LIGHT BACKGROUNDNEW CONSTRUCTION - SHOWN SOLIDWORK, CONTROLOR DATUM POINTFENCEPROPERTY LINEREVISION CLOUDAND DELTABREAKLINESLOPE DIRECTIONWITH DATUM MARK250'-0" AFFSLOPEDOWNSCOPE OF WORKCODE ANALYSISDEMO EXISTING OPTICAL IN TIRE SALES. NEW 3-LANE OPTICAL CENTER IN TIRE SALES AREA AND EXPANDED INTO EXISTINGCANOPY.NEW TC OPENING, RELOCATE SALES COUNTER.DEMO AND INFILL (2) DOORS. REPLACE APPROX. 965 SF OF CONCRETE SLAB.GENERAL NOTES1.THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES.2.DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES.3.CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS ANDSYMBOLS.4.CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLERECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THECONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK.a.THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUNDUTILITIES.b.VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK.c.EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FORCONVENIENCE ONLY.d.IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANYADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN.5.THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES ANDSHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALLBE DONE AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THEOWNER'S OPERATIONS.6.DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELDMEASUREMENTS.7.DIMENSIONS ARE TO/FROM THE:a.CENTERLINE OF INTERIOR COLUMNS.b.GRID LINES ADJACENT TO THE EXTERIOR WALL (FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THEGRID LINE)c.EDGE OR CENTERLINE OF OPENINGS AS INDICATED.d.FACE OF STUDS.e.FACE OF CONCRETE OR MASONRY (NOMINAL)f.ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BYTHE “DATUM” SYMBOL) UNLESS NOTED OTHERWISE.g.ALL DIMENSIONS NOTED “CLEAR” SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHESINCLUDING CARPETING, TILE, WAINSCOT AND TRIM.h.ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOROPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL.8.VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLEFOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN,IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.9.VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR,SUBCONTRACTORS, OWNER OR OTHERS.10.THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS ANDROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITHSUBCONTRACTORS.11.PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILINGHEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS.12.ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THEWALLS.13.IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS,PIPING, ETC. ON WALLS OR CEILINGS.14.ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT.15.ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH.16.ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE.17.PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK.18.PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITEDTO, SINKS, WALL BRACKETS AND WALL-HUNG ITEMS.19.PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK ANDFINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHERIMPERFECTIONS.21.PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THEJURISDICTION.22.CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES (JACK-HAMMERING,SAW-CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRESPRINKLERS/ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THEOWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION.23.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES,SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETYALERTS DURING CONSTRUCTION.24.ALL WORK IS TO COMPLY WITH THE APPLICABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUEDTO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION.25.PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS (CONDUITS, FIXTURES, ETC.) ANDOPENINGS (DOOR FRAMES, WINDOWS, ETC.).26.THE CONTRACTOR SHALL CONFIRM IF CONCRETE SLABS ARE POST-TENSIONED. IF ANY SLAB IS POST-TENSIONED, THECONTRACTOR SHALL ACCURATELY LOCATE TENDONS, CONDUITS, PIPES, ETC. USING NON-DESTRUCTIVE TESTINGMETHODS SUCH AS IMAGING, INDUCED CURRENT METAL DETECTOR, ETC. AS RECOMMENDED BY THE POST-TENSIONINGINSTITUTE. IF ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS, ETC., IMMEDIATELY NOTIFY THE ARCHITECTPRIOR TO PERFORMING ANY WORK.SOUTHLAKE, TARRANT COUNTY, TX 76092. JULY 15, 20222601 E. STATE HWY 114, LOT 2, BLOCK 1, GATEWAY PLAZA ADDITION PHASE IICITY OF SOUTHLAKESP-116.37 ACRES (569,380 S.F.)60' (FRONT, SIDE, REAR)COSTCO WHOLESALE999 LAKE DRIVEISSAQUAH, WA 98027BOUNDARIESINFORMATION:CLIENT:PROJECT ADDRESS:JURISDICTION:SITE AREA:ZONING:SETBACKS:2601 E. STATE HWY. 114SOUTHLAKE, TX 76092THIS PLAN WAS DEVELOPED BYKIMLEY-HORN AND ASSOCIATES ANDREVIEWED BY MULVANNY ARCHITECTSFOR COMPLIANCE TO COSTCOSTANDARDS AND REQUIREMENTS ONLY.TYPE OF CONSTRUCTION: TYPE V-B, FULLY SPRINKLEREDOCCUPANCY GROUP: GROUP MEXISTING BUILDING AREA: 148,663 S.F. (REMAIN UNCHANGED)NUMBER OF STORIES: 1TDLR REGISTRATION NUMBER: TABS2019009266CITY OF SOUTHLAKE ADOPTED CODES (WITH AMENDMENTS):2018 INTERNATIONAL BUILDING CODE2018 INTERNATIONAL EXISTING BUILDING CODE2018 INTERNATIONAL MECHANICAL CODE2018 INTERNATIONAL PLUMBING CODE2018 INTERNATIONAL FUEL GAS CODE2018 INTERNATIONAL FIRE CODE2018 INTERNATIONAL ENERGY CONSERVATION CODES2017 NATIONAL ELECTRIC CODE114SHADY LANE
S. KIMBALL AVE.
N. KIMBALL AVE.
BLUEBONNET DR.SOUTHLAKEBLVDBANK SITEPARK VICINITY MAPPROJECT DATAAREA OF TENANTIMPROVEMENT THISPERMITLEGAL DESCRIPTIONA TRACT OR PARCEL OF LAND SITUATED IN THE S. FREEMAN SURVEY, ABSTRACT NO. 525 IN THE CITY OFSOUTHLAKE, TARRANT COUNTY, TEXAS AND BEING A PART OF TRACT NOS. 1, 2, 3 AND 4 OF W.E. MAYFIELD'SSUBDIVISION AS RECORDED IN VOLUME 388-C, PAGE 4, PLAT RECORDS, TARRANT COUNTY, TEXAS AND BEING APART OF THAT PROPERTY CONVEYED TO WETZEL FAMILY PARTNERSHIP, LTD. BY DEED RECORDED IN VOLUME10179, PAGE 971, DEED RECORDS, TARRANT COUNTY, TEXAS, A PART OF THAT PROPERTY CONVEYED TO DONALDE. AND JANIE B. VOGEL, SANDY JOE AND CAROL SUE MCGEE AND GLYNDA M. KIRKLAND (VOGEL TRACT) BY DEEDRECORDED IN VOLUME 8178, PAGE 847, DEED RECORDS, TARRANT COUNTY, TEXAS, A PART OF THAT PROPERTYCONVEYED TO CHUNG-CHENG HONG AND ANNA LIZ HONG BY DEED RECORDED IN VOLUME 13202, PAGE 160 DEEDRECORDS, TARRANT COUNTY, TEXAS, AND A PART OF THAT TRACT CONVEYED TO GLEN SCOTT HARELL BY DEEDRECORDED IN VOLUME 12740, PAGE 490, DEED RECORDS, TARRANT COUNTY, TEXAS, MORE PARTICULARLYDESCRIBED AS FOLLOWS:BEGINNING AT A ALUMINUM TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MONUMENT IN THE SOUTH LINEOF STATE HIGHWAY NO. 114 (A VARIABLE WIDTH RIGHT-OF-WAY) AT THE NORTHEAST CORNER OF LOT 5, BLOCK IOF KIMBALL/1709 ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE AS RECORDED IN CABINET A, SLIDES 4551AND 4552, PLAT RECORDS, TARRANT COUNTY, TEXAS;THENCE SOUTH 87°59'54" EAST ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY NO. 114 FOR A DISTANCEOF 528.17 FEET TO A ALUMINUM TXDOT MONUMENT FOUND FOR CORNER IN THE WEST LINE OF VOGEL TRACT;THENCE SOUTH 73°59'07" EAST CONTINUING ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY 114 FOR ADISTANCE OF 143.20 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR AN ANGLEPOINT;THENCE SOUTH 85°14'47" EAST CONTINUING ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY 114 FOR ADISTANCE OF 198.69 FEET TO A ALUMINUM TXDOT MONUMENT FOUND FOR AN ANGLE POINT;THENCE NORTH 86°04'42" EAST CONTINUING ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY 114 FOR ADISTANCE OF 44.39 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR CORNER, SAIDROD BEING THE INTERSECTION OF THE SOUTH LINE OF SAID STATE HIGHWAY NO. 114 WITH THE WEST LINE OFNOLEN DRIVE (A PROPOSED 70 FOOT RIGHT-OF-WAY);THENCE SOUTH 00°20'14" EAST, DEPARTING THE SOUTH LINE OF SAID STATE HIGHWAY NO. 114, AND ALONG THEWEST LINE OF SAID NOLEN DRIVE FOR A DISTANCE OF 425.06 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTICCAP STAMPED "RLG" SET FOR THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;THENCE SOUTHWESTERLY CONTINUING ALONG THE WEST LINE OF SAID NOLEN DRIVE AND ALONG SAID CURVETO THE RIGHT HAVING A RADIUS OF 565.00 FEET, A CENTRAL ANGLE OF 17°19'31", AND A CHORD BEARING SOUTH08°19'32" WEST A DISTANCE OF 170.20 FEET, FOR AN ARC DISTANCE OF 170.85 FEET TO A 1/2" IRON ROD WITHYELLOW PLASTIC CAP STAMPED "RLG" SET FOR THE END OF SAID CURVE TO THE RIGHT;THENCE SOUTH 16°59'17" WEST CONTINUING ALONG THE WEST LINE OF SAID NOLEN DRIVE FOR A DISTANCE OF179.88 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RGL" SET FOR CORNER;THENCE SOUTH 89°39'46" WEST, DEPARTING THE WEST LINE OF SAID NOLEN DRIVE FOR A DISTANCE OF 639.54FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR CORNER IN THE EAST LINE OF ATRACT OF LAND CONVEYED TO HARLEY EATON BY DEED RECORDED IN VOLUME 12266, PAGE 1602, DEEDRECORDS, TARRANT COUNTY, TEXAS;THENCE NORTH 01°02'44" EAST ALONG THE EAST LINE OF SAID EATON TRACT FOR A DISTANCE OF 19.67 FEET TOA 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR CORNER, SAID ROD BEING THENORTHEAST CORNER OF SAID TRACT;THENCE NORTH 72°51'35" WEST ALONG THE NORTH LINE OF SAID EATON TRACT FOR A DISTANCE OF 175.76 FEETTO A 3/4" IRON ROD FOUND FOR CORNER AT THE EASTERLY COMMON CORNER BETWEEN SAID LOT 5 AND LOT IRI,BLOCK I OF W. E. MAYFIELD ADDITION, AM ADDITION TO THE CITY OF SOUTHLAKE AS RECORDED IN A CABINET A,SLIDE 3447, PLAT RECORDS, TARRANT COUNTY, TEXAS;THENCE NORTH 06°32'49" WEST ALONG THE EAST LINE OF SAID LOT 5 FOR A DISTANCE OF 198.13 FEET TO A GODNAIL FOUND FOR AN ANGLE POINT;THENCE NORTH 00°20'14" WEST CONTINUING ALONG THE EAST LINE OF SAID LOT 5 FOR A DISTANCE OF 572.33FEET TO THE POINT OF BEGINNING AND CONTAINING 713,084 SQUARE FEET OR 16.3702 ACRES, MORE OR LESS.ZA22-0031OPTICAL OFFICE ADDITIONSTORIES:(1) SINGLE STORYZONING:UNCHANGED
S 89°39'46" W 639.54'S 16°
5
9
'
1
7
"
W
5
87.14
'
S 16°
5
9
'
1
7
"
W
5
87.14
'€=17°19'31"R=635.00'T=96.74'L=192.01'N 00°20'14" W 425.06'N 00°20'14" W 429.44'F.F.=648.00135,568 SFLOWE'S DO NOT ENTERSTOP OPTICAL OFFICE770 SF1% AREA INCREASEEXISTING ENTRY CANOPY ABOVEPROPERTY LINE161416141010171717134HC7HC426222234323430322011522343262520'30'20'64'64'64'64'64'64'70'20'
± 49'-4"
24'13'90'
20'30'13'80'15'-10"24'20'20'24'20'64'64'64'64'64'64'64'64'64'16'20'13'135'151739±31'-6"
±
4
0
'
-
1
0
"STATE HIGHWAY 114 SERVICE ROAD25'20'30'18'-8"170'13'30'ELECTRICAL CARCHARGING STATIONENTRANCEEXIT38'NO-BUILDEASEMENT30'GAS METERSCREEN WALLTRANSFORMER20'45'-0"± 56'-6"SCREEN WALLCOMPACTORBALER20'30'20'± 31'-10"RECEIVING60'60'HC213'24'35'9152015930'30'30'20'
24'HC228'
NORT
H
N
O
L
E
N
D
R
I
V
E 15EXIST. TIRECENTERDRAWN:SD101FEBRUARY 01, 2022SITE PLANDHCOSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comDATEDESCRIPTIONPM:All rights reserved. No part of this document may bereproduced in any form or by any means withoutpermission in writing from MG2.2601 E. STATE HWY 114SOUTHLAKE, TX 76092SITE PLANREVIEW_0298-5260-20GARRETT HONEYCUTT04.19.22PERMIT ISSUE05.04.22BID ISSUE06.24.22SITE PLAN REVIEW_0107.18.22SITE PLAN REVIEW_02SOUTHLAKE, TXLOCATION #669MATTHEW L. GOELZER, ARCHITECTSCALE:SITE PLAN1" = 40'-0"020'40'80'1" = 40'-0"77 STALLSPROP. PARKING SURPLUS:NOTE:EXISTING CONDITIONS TO BE FIELD VERIFIED.CITY OF SOUTHLAKESP-116.37 ACRES (569,380 S.F.)60' (FRONT, SIDE, REAR)COSTCO WHOLESALE999 LAKE DRIVEISSAQUAH, WA 98027PROJECT DATAPARKING DATA:10' WIDE STALLSEXISTING PARKING:TOTAL PARKINGHANDICAP STALLS9' WIDE STALLS###BOUNDARIESINFORMATION:EXIST. TIRE CENTER/OPTICAL AREAEXIST. BUILDING AREAEXIST. BUILDING DATA:TOTAL EXIST. BUILDINGCLIENT:PROJECT ADDRESS:JURISDICTION:SITE AREA:ZONING:SETBACKS:2601 E. STATE HWY. 114SOUTHLAKE, TX 76092THIS PLAN WAS DEVELOPED BYKIMLEY-HORN AND ASSOCIATESAND REVIEWED BY MULVANNYARCHITECTS FOR COMPLIANCETO COSTCO STANDARDS ANDREQUIREMENTS ONLY.749 STALLS297 STALLS15 STALLS437 STALLS5,200 S.F.148,663 S.F.143,463 S.F.HCEXISTING REQUIRED PARKING (1 /200 S.F. OF BUILDING AREA + (6) FORGAS WITHOUT CONVENIENT STORE,-10% FOR PREVIOUS VARIANCE)675 STALLSPROPOSED REQUIRED PARKING (1 /200 S.F. OF BUILDING AREA + (6) FORGAS WITHOUT CONVENIENT STORE,-10% FOR PREVIOUS VARIANCE)675 STALLSEXISTING LOT COVERAGEPROPOSED LOT COVERAGE26.20%26.11%ZA22-0031PROP. TIRE CENTER/OPTICAL AREAPROP. BUILDING AREAPROPOSED BUILDING DATA:TOTAL EXIST. BUILDING5,727 S.F.149,190 S.F.143,463 S.F.10' WIDE STALLSPROPOSED PARKING:TOTAL PARKINGHANDICAP STALLS9' WIDE STALLS###752 STALLS297 STALLS15 STALLS440 STALLSHC
913245876CABDEFGJK132459CABDEGFJK7.9HHXXXXX 8.17.66.96.2XXXXXXXXXXXXXXXXXXXXXXXX X X
18'-0"9'-0"18'-0"54'-0"458'-0"54'-0"404'-0"222'-6"36'-0"
274'-8"
80'-0"65'-0"51'-6"36'-11 7/8"TO SIDEWALK47'-0"
TO SIDEWALK
MEMBERSHIP
COUNTER
36'-0"
34'-0"19'-4"
44'-0"M.O.R.L.R.L.36'-0"R.L.R.L.54'-0"130'-0"54'-0" 546CARTSR.L.9'-0"9'-0"9'-0"81'-3"
10'-6"5'18'-0"7'-0"8'-0"7'-0"14'-6"
4'8'-0"7'-0"8'-6"65'-0"36'-0"36'-0"36'-0"R.L.R.L.36'-0"R.L.R.L.32'-6"32'-0"R.L.90'-3"18'-0"FLOWER DISPLAY14'-6"18'-0"18'-0"18'-0"8'-0"18'-0"54'-0"54'-0"5'15'-0"
213'-6"328'-0"54'-0"61'-0"54'-0"62'-0"18'-0"18'-0"18'-0"18'-0"18'-0"9'-0"9'-0"9'-0"7'-0"13'-4"9'-10"R.L.R.L.14'-5"R.L.114'-6"50'-0"80'-0"34'-6"20'-0"10'-0"R.L.FIRE SPRINKLER RISER48'-0"18'-0"18'-0"28' M-1 18'-0"37'-0"64'-0"46'-0"RECEIVINGCOUNTERR.L.R.L.TRANSFORMERR.L.BATTERYCHARGERR.L.COMPACTOR (N.I.C.)R.L.75'-0"
BOX DIMENSION18'-0"19'-0"18'-0"19'-0"19'-0"18'-0"18'-0"STUB-OUT FORFUTURE CHARGERSPECIAL ORDERKIOSK6' H.E.D.36'-0"INTERIORBALER18'-0"5' STL.5' STL.BAKERYFREEZERCOOLERMEATPREP.ROTISSERIECHICKENMEAT &DELICOOLERSLICINGDELIRECEIVINGEDC # 1STORAGEEMPLOYEERESTROOMJANITORSALES FREEZER18' H-0°SALES FREEZER18' H-0°SALES COOLER21'-6" ID+34°PUMPROOMMAINSALESFOODSERVICEM.P.U.E
X
I
T 20'-6"JEWERLYKIOSKANTE ROOM60' D-2 11'-4"12' D-5SHOP-INPRODUCE21'-6" HT.56' M-1 ISLAND9'-8"9'-8 1/2"9'-8 1/2"9'-7 1/2"56' M-1 D/T ISLAND56' D-5 ISLAND56' D-5 ISLAND56' D-5 ISLAND12' D-512' D-5 R.T.V.MIMORTVCONCRETE TO BEREMOVEDSEE 16/A506TIRE SALESOPTICALOFFICES A301 1 A301 5 A301 308'16'32'1/16" = 1'-0"COSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comDATEDESCRIPTIONPM:All rights reserved. No part of this document may bereproduced in any form or by any means withoutpermission in writing from MG2.2601 E. STATE HWY 114SOUTHLAKE, TX 76092SITE PLANREVIEW_0298-5260-20GARRETT HONEYCUTT04.19.22PERMIT ISSUE05.04.22BID ISSUE06.24.22SITE PLAN REVIEW_0107.18.22SITE PLAN REVIEW_02SOUTHLAKE, TXLOCATION #669MATTHEW L. GOELZER, ARCHITECTSCALE:DEMOLITION FLOOR PLAN1/16" = 1'-0"DRAWN:A100MARCH 16, 2021DEMOLITIONFLOOR PLANJWHARDLINE RACKS (15 ft.)GROCERY RACKS (15 ft.)PROJECT DATAEXIST. TIRE CENTERRACK COUNT:CENTER SECTIONTOTAL EXIST. BUILDINGEXIST. BUILDING AREAEXIST. BUILDING DATA:13618817,373 S.F.143,463 S.F.148,663 S.F.5,200 S.F.ZA22-0031
913245876CABDEFGJK132459CABDEGFJK7.9HHXXXXX 8.17.66.96.2XXXXXXXXXXXXXXXXXXXXXXXX X X
18'-0"9'-0"18'-0"54'-0"458'-0"54'-0"404'-0"222'-6"36'-0"
274'-8"
80'-0"65'-0"51'-6"36'-11 7/8"TO SIDEWALK47'-0"
TO SIDEWALK
MEMBERSHIP
COUNTER
36'-0"
34'-0"19'-4"
44'-0"M.O.R.L.R.L.36'-0"R.L.R.L.54'-0"130'-0"54'-0" 546CARTSR.L.9'-0"9'-0"9'-0"81'-3"
10'-6"5'18'-0"7'-0"8'-0"7'-0"14'-6"
4'8'-0"7'-0"8'-6"65'-0"36'-0"36'-0"36'-0"R.L.R.L.36'-0"R.L.R.L.32'-6"32'-0"R.L.90'-3"18'-0"FLOWER DISPLAY14'-6"18'-0"18'-0"18'-0"8'-0"18'-0"54'-0"54'-0"5'15'-0"
213'-6"328'-0"54'-0"61'-0"54'-0"62'-0"18'-0"18'-0"18'-0"18'-0"18'-0"9'-0"9'-0"9'-0"7'-0"13'-4"9'-10"R.L.R.L.14'-5"R.L.114'-6"50'-0"80'-0"34'-6"20'-0"10'-0"R.L.FIRE SPRINKLER RISER48'-0"18'-0"18'-0"28' M-1 18'-0"37'-0"64'-0"46'-0"RECEIVINGCOUNTERR.L.R.L.TRANSFORMERR.L.BATTERYCHARGERR.L.COMPACTOR (N.I.C.)R.L.75'-0"
BOX DIMENSION18'-0"19'-0"18'-0"19'-0"19'-0"18'-0"18'-0"STUB-OUT FORFUTURE CHARGERSPECIAL ORDERKIOSK6' H.E.D.36'-0"INTERIORBALER18'-0"5' STL.5' STL.BAKERYFREEZERCOOLERMEATPREP.ROTISSERIECHICKENMEAT &DELICOOLERSLICINGDELIRECEIVINGEDC # 1STORAGEEMPLOYEERESTROOMJANITORSALES FREEZER18' H-0°SALES FREEZER18' H-0°SALES COOLER21'-6" ID+34°PUMPROOMMAINSALESFOODSERVICEM.P.U.E
X
I
T 20'-6"JEWERLYKIOSKANTE ROOM60' D-2 11'-4"12' D-5SHOP-INPRODUCE21'-6" HT.56' M-1 ISLAND9'-8"9'-8 1/2"9'-8 1/2"9'-7 1/2"56' M-1 D/T ISLAND56' D-5 ISLAND56' D-5 ISLAND56' D-5 ISLAND12' D-512' D-5 R.T.V.MIMORTVOPTICAL OFFICES770 SF1 / 1008TIRE SALES2455 SF1 / 6041TIRE SALESOPTICALOFFICES A301 6 A301 7+8 A301 408'16'32'1/16" = 1'-0"COSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comDATEDESCRIPTIONPM:All rights reserved. No part of this document may bereproduced in any form or by any means withoutpermission in writing from MG2.2601 E. STATE HWY 114SOUTHLAKE, TX 76092SITE PLANREVIEW_0298-5260-20GARRETT HONEYCUTT04.19.22PERMIT ISSUE05.04.22BID ISSUE06.24.22SITE PLAN REVIEW_0107.18.22SITE PLAN REVIEW_02SOUTHLAKE, TXLOCATION #669MATTHEW L. GOELZER, ARCHITECTSCALE:FLOOR PLAN1/16" = 1'-0"DRAWN:A101JANUARY 31, 2021FLOOR PLANDHHARDLINE RACKS (15 ft.)GROCERY RACKS (15 ft.)PROJECT DATAEXIST. TIRE CENTERRACK COUNT:CENTER SECTIONTOTAL EXIST. BUILDINGEXIST. BUILDING AREAEXIST. BUILDING DATA:13618817,373 S.F.143,463 S.F.148,663 S.F.5,200 S.F.1 / 60KEYOCCUPANT LOAD FACTOR(SQ FT PER OCCUPANT)OCCUPANT LOADLOCATIONAREA2,059123,510 SFMAIN SALES(2) 4' DOORSDOOR SIZEEXIT SIGNEXISTING BUILDINGRETAIL SALES AREA (1/60) WAREHOUSE RECEIVING (1/300)EMPLOYEE LOCKER ROOM (1/100)OFFICES (1/100)MEAT / BAKERY (1/200)FOOD COURT (1/200)OPTICAL EXAM (1/100)PHARMACY (1/100)RECEIVING CORE (1/100)POINT OF SALES COOLERS (N/A)OPTICAL KIOSK (1/100)MPU / RTV (1/100)TIRE INSTALL (1/100)TIRE SALES (1/60)OCCUPANCY LOAD115,407 SF8,678 SF1,436 SF2,220 SF8,367 SF1,024 SF368 SF852 SF340 SF4,265 SF188 SF582 SF2,338 SF2,513 SF1,924 OCC29 OCC15 OCC22 OCC42 OCC5 OCC4 OCC9 OCC4 OCC0 OCC2 OCC6 OCC23 OCC42 OCCTOTAL = 2,127 OCCPROPOSED BUILDINGOPTICAL EXAM (1/100)TIRE SALES (1/60)770 SF2,455 SF8 OCC41 OCCTOTAL = 2,130 OCC(+3 OCC FROM EXISTING)WAREHOUSE:2,1300.20426= 828= 828EGRESS SUMMARYTOTAL OCCUPANTS - WAREHOUSE:EGRESS WIDTH PER PERSON:REQUIRED EGRESS WIDTH (IN INCHES):ACTUAL EGRESS WIDTH (IN INCHES):(14) 48" + (6) 36" DOORS AT 45" NETTOTALZA22-0031
+10'-0" A.F.F.-4'-2" A.F.F.EGRESS DOOR(PAINTED)SPLIT-FACE CMU12INTERNALLY ILLUMINATEDSIGNAGE11WALLPACK - TYP.24+3'-4" A.F.F.F.F. = 0'-0"+37'-0" A.F.F.+35'-0" A.F.F. RIDGE+27'-8" A.F.F.+24'-0" A.F.F.+12'-0" A.F.F.361014+38'-8" A.F.F.KNOX BOX(RECESSED)E.J
E.J
E.J
E.J 141221213+35'-3" A.F.F.398765421SCALE:1DEMO EAST ELEVATION1/16" = 1'-0"211124103614142121213REMOVE EXISTINGCONCRETE BENCHBEYOND+3'-4" A.F.F.F.F. = 0'-0"516+18'-8" A.F.F.+30'-8" A.F.F. T.O.PARAPET+38'-8" A.F.F.146SCALE:6CONCEPT CANOPY ELEVATION1/16" = 1'-0"PROPOSED OPTICALOFFICE ADDITIONAEQCENTER SIGNON DOOR (SOIC)2EQ7'-4"FIN. FLR. 0'-0" AFF6 A301 SIGNAGEOPTOMETRISTIndependent Doctor of OptometryEYE EXAMS5'-0" AFF57SCALE:1/4" = 1'-0"8LOCATION SIGNAGE8'-0"3'-0"OPTOMETRISTIndependent Doctor of OptometryEYE EXAMS+10'-0" A.F.F.-4'-2" A.F.F.EGRESS DOOR(PAINTED)SPLIT-FACE CMU12INTERNALLY ILLUMINATEDSIGNAGE11WALLPACK - TYP.24+3'-4" A.F.F.F.F. = 0'-0"+37'-0" A.F.F.+35'-0" A.F.F. RIDGE+27'-8" A.F.F.+24'-0" A.F.F.+12'-0" A.F.F.361014+38'-8" A.F.F.KNOX BOX(RECESSED)E.J
E.J
E.J
E.J 141221213+35'-3" A.F.F.8'-3"21'-0"SCALE:2CONCEPT EAST ELEVATION1/16" = 1'-0"398765421211124103614142121213PROPOSED OPTICAL OFFICE141213621352698+3'-4" A.F.F.F.F. = 0'-0"+18'-8" A.F.F.+30'-8" A.F.F. T.O.PARAPET+38'-8" A.F.F.OVERFLOWSCUPPERE.J7 +38'-8" A.F.F.+35'-3" A.F.F.SCALE:4CONCEPT NORTH ELEVATION1/16" = 1'-0"JDACBFEHGK METRI Doctor of Optome EXAMSOPTOSTIndependenttry EYETIRE SALESPROPOSED OPTICALOFFICE ADDITIONEXTERIOR FINISH SCHEDULE15EGRESS DOORSMETAL DOOR AND FRAMEBEIGECOLOR TO MATCH #516ROLL UP DOORSMETAL ROOL UP DOORSBEIGECOLOR TO MATCH #5171 1/2" T.S.GUARDRAIL1 1/2" TUBE STEELBEIGECOLOR TO MATCH #5201918ACCENT BANDPAINTSAFETY RED S.W. 408113CANOPY LINTELE.I.F.S.SANDBUCKSKINDRYVIT12CANOPY ACCENTSLATE TILEMEDIUM RANGE EARTH TONE7WATER TABLECULTURED STONE VENEERHILL COUNTRY CHALKEL DORADO STONE14TILE ROOFCONCRETE TILERED-BROWNTO MATCH GATEWAY PLAZA11RECEIVING CANOPYMETAL PANELS & FRAMINGSAFETY REDBY MBS10MISC. SIGNSREVERSE METAL PANSAFTY RED S.W. 40819"WHOLESALE" SIGNREVERSE METAL PANLAPIS LAZULI S.W. 18058"COSTCO" SIGNREVERSE METAL PANSAFTY RED S.W. 40816BUILDING ACCENTCULTURED STONE VENEERHILL COUNTRY CHALKEL DORADO STONE5MAIN BUILDING BASESF C.M.U.WATER REPELLENTLIMESTONE4CORNICE/ACCENT BANDE.I.F.S.SANDBUCKSKINDRYVITSTRIPE PAINTED "SAFETY RED"3MAIN BUILDING (HIGH)E.I.F.S.SANDBUCKSKINDRYVIT2MAIN BUILDING (LOW)BRICK VENEERNEW ORLEANS SANDSENDICOTTTO MATCH GATEWAY PLAZA1CAP FLASHINGGALV. SHEET METALEGYPTIAN WHITE#ITEMMATERIALFINISHCOLORMANUFACTURERNOTESSCALE:5DEMO CANOPY ELEVATION1/16" = 1'-0"EXISTING DOOR AND CONCRETEBENCH TO BE REMOVED141213621352698+3'-4" A.F.F.F.F. = 0'-0"+18'-8" A.F.F.+30'-8" A.F.F. T.O.PARAPET+38'-8" A.F.F.OVERFLOWSCUPPERE.J7 +38'-8" A.F.F.+35'-3" A.F.F.JDACBFEHGKSCALE:3DEMO NORTH ELEVATION1/16" = 1'-0"EYEEXAMSTIRE SALESDEMO EXISTING SIGNFOR PROPOSED OPTICALOFFICE ADDITIONDEMO EXISTING CONCRETE BENCH08'16'32'1/16" = 1'-0"DRAWN:A301FEBRUARY 01, 2022EXTERIOR ELEVATIONSDHSCALE:7OPTICAL ELEVATION1/8" = 1'-0"COSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comDATEDESCRIPTIONPM:All rights reserved. No part of this document may bereproduced in any form or by any means withoutpermission in writing from MG2.2601 E. STATE HWY 114SOUTHLAKE, TX 76092SITE PLANREVIEW_0298-5260-20GARRETT HONEYCUTT04.19.22PERMIT ISSUE05.04.22BID ISSUE06.24.22SITE PLAN REVIEW_0107.18.22SITE PLAN REVIEW_02SOUTHLAKE, TXLOCATION #669MATTHEW L. GOELZER, ARCHITECTZA22-0031