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Item 6D - PlansE.WVHCLESALE 2601 E. STATE HWY 1141 LOT 2, BLOCK 1, GATEWAY PLA A ADDITION HASE I I SOUTHLAKE, TARRANT COUNTY, TX 76092. JULY 15) 2022 AREA OF WORK PROJECT DATA PROJECT DIRECTORY PROJECT GENERAL NOTES CLIENT: COSTCO WHOLESALE OWNER COSTCO WHOLESALE 999 LAKE DRIVE GENERAL NOTES 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. 999 LAKE DRIVE ISSAQUAH, WA 98027 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. ISSAQUAH, WA 98027 t: 425.313.8100 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. PROJECT ADDRESS: 2601 E. STATE HWY. 114 ARCHITECT MG2 ARCHITECTURE CORPORATION 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE AREA OF TENANT SOUTHLAKE, TX 76092 1101 SECOND AVENUE, SUITE 100 RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. IMPROVEMENT THIS SEATTLE, 98101 PERMIT PROJECT MANAGER: GARRETT HONEYCUTT MA a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND STATE HIGHWAY 114 ZONING: SP-1 t: 949.705.0761 e: GARRETT. HONEYCUTT@MG2.COM UTILITIES. b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. SERVICE ROAD SITE AREA: 16.37 ACRES (569,380 S.F.) c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR _ JURISDICTION: CITY OF SOUTHLAKE STRUCTURAL ENGINEER ENGINEERS NORTHWEST CONVENIENCE ONLY. d. IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY 9725 THIRD AVE. N.E., SUITE 207 ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. SETBACKS: 60' (FRONT, SIDE, REAR) SEATTLE, WA 98115 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND t: 206.525.7560 f: 206.522.6698 SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR -CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL " 52 BE DONE AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST -DISRUPTIVE AS POSSIBLE TO THE _ BOUNDARIES THIS PLAN WAS DEVELOPED BY MECHANICAL / PLUMBING / T.E., INC. OWNER'S OPERATIONS. 1fi „ 16 , INFORMATION: KIMLEY-HORN AND ASSOCIATES AND ELECTRICAL ENGINEER 830 NORTH RIVERSIDE DRIVE #200 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD '° 23 REVIEWED BY MULVANNY ARCHITECTS RENTON, WA 98057 7. MEASUREMENTS. DIMENSIONS ARE TO/FROM THE: 4' $ FOR COMPLIANCE TO COSTCO t: 425.970.3753 a. CENTERLINE OF INTERIOR COLUMNS. 4' S4' E4 6^' 64' S,• 5• 20 STANDARDS AND REQUIREMENTS ONLY. b. GRID LINES ADJACENT TO THE EXTERIOR WALL (FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE o Don ■ ■2 HC ■ I I ■OHC ° GRID LINE) c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. - ELECTRICAL CAR CHARGING STATION°>° 2C' $ d. FACE F STUDS. e. FACE OF CONCRETE OR MASONRY (NOMINAL) v v v v r OPTICAL OFFICE ADDITION f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY "DATUM" STORIES: (1) SINGLE STORY THE SYMBOL) UNLESS NOTED OTHERWISE. 9 y ■ ■ 'S N ZONING: UNCHANGED 9. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, WAINSCOT AND TRIM. EXIT oao ooa o o • ENTRANCE _ ■ _ ■ la '� - h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR �► p a cA�'o _ OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. °° A - _ 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, EXIST. TIRE I $ �I 30 I _ IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CENTER - - 15 - 9. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, 38 24' 13' - SUBCONTRACTORS, OWNER OR OTHERS. - 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND I I ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING log HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. r I 34 I 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE 8 ]° 3' I I WALLS. 30' 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, I PIPING, ETC. ON WALLS OR CEILINGS. 14. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 4 0 4 1 0 a i l 0 4€=n°1s'Gr' D RAW I N G INDEX LEGAL DESCRIPTION 15. 16. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. R=665.00' 0 BLD UI - - T=96.]4' L=192.01' 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. EASEMENT ® _ . PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED 20' I ARCHITECTURAL A TRACT OR PARCEL OF LAND SITUATED IN THE S. FREEMAN SURVEY, ABSTRACT NO. 525 IN THE CITY OF TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. TS101 TITLE SHEET &SITE PLAN SOUTHLAKE, TARRANT COUNTY, TEXAS AND BEING A PART OF TRACT NOS. 1, 2,3 AND 4 OF W.E. MAYFIELD'S 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND f ;f to o SD101 SITE PLAN SUBDIVISION AS RECORDED IN VOLUME 388-C, PAGE 4, PLAT RECORDS, TARRANT COUNTY, TEXAS AND BEING A FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. z A100 DEMOLITION FLOOR PLAN PART OF THAT PROPERTY CONVEYED TO WETZEL FAMILY PARTNERSHIP, LTD. BY DEED RECORDED IN VOLUME 20. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER BALER ' A101 FLOOR PLAN 10179, PAGE 971, DEED RECORDS, TARRANT COUNTY, TEXAS, A PART OF THAT PROPERTY CONVEYED TO DONALD IMPERFECTIONS. I COMPACTOR I 0 z A104 OPTICAL, TIRE SALES, PHASING PLANS E. AND JANIE B. VOGEL, SANDY JOE AND CAROL SUE MCGEE AND GLYNDA M. KIRKLAND (VOGEL TRACT) BY DEED 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE GAS METER A301 EXTERIOR ELEVATIONS RECORDED IN VOLUME 8178, PAGE 847, DEED RECORDS, TARRANT COUNTY, TEXAS, A PART OF THAT PROPERTY JURISDICTION. A504 TIRE SALES PLANS CONVEYED TO CHUNG-CHENG HONG AND ANNA LIZ HONG BY DEED RECORDED IN VOLUME 13202, PAGE 160 DEED 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES (JACK -HAMMERING, RECEIVING A504.1 TIRE CENTER INTERIOR ELEVATIONS AND DETAILS RECORDS, TARRANT COUNTY, TEXAS, AND A PART OF THAT TRACT CONVEYED TO GLEN SCOTT HARELL BY DEED SAW -CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRE I 32 A506 OPTICAL OFFICE PLANS AND DETAILS RECORDED IN VOLUME 12740, PAGE 490, DEED RECORDS, TARRANT COUNTY, TEXAS, MORE PARTICULARLY SPRINKLERS/ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON -BUSINESS HOURS AS APPROVED BY THE 4 TRANSFORMER SCHEEWAALL SCREEN WALL A506.1 OPTICAL OFFICE INTERIOR ELEVATIONS AND DETAIL DESCRIBED AS FOLLOWS: OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. - - - ° a A601 ROOM FINISH, DOOR, WINDOW SCHEDULE AND DETAILS A701 WALL SECTIONS AND DETAILS BEGINNING AT A ALUMINUM TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MONUMENT IN THE SOUTH LINE 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 SAFETY OF STATE HIGHWAY NO. 114 (A VARIABLE WIDTH RIGHT-OF-WAY) AT THE NORTHEAST CORNER OF LOT 5, BLOCK I ALERTS DURING CONSTRUCTION. ` S OF KIMBALL/1709 ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE AS RECORDED IN CABINET A, SLIDES 4551 24. ALL WORK IS TO COMPLY WITH THE APPLICABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED \ STRUCTURAL AND 4552, PLAT RECORDS, TARRANT COUNTY, TEXAS; TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION. S0.1 GENERAL NOTES AND SCHEDULES 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS (CONDUITS, FIXTURES, ETC.) AND S1.1 PARTIAL FOUNDATION AND CEILING PLANS THENCE SOUTH 87°59'54" EAST ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY NO. 114 FOR A DISTANCE OPENINGS (DOOR FRAMES, WINDOWS, ETC.). S2.1 SECTIONS OF 528.17 FEET TO A ALUMINUM TXDOT MONUMENT FOUND FOR CORNER IN THE WEST LINE OF VOGEL TRACT; 26. THE CONTRACTOR SHALL CONFIRM IF CONCRETE SLABS ARE POST -TENSIONED. IF ANY SLAB IS POST -TENSIONED, THE I CONTRACTOR SHALL ACCURATELY LOCATE TENDONS, CONDUITS, PIPES, ETC. USING NON-DESTRUCTIVE TESTING THENCE SOUTH 73°59'07" EAST CONTINUING ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY 114 FOR A METHODS SUCH AS IMAGING, INDUCED CURRENT METAL DETECTOR, ETC. AS RECOMMENDED BY THE POST -TENSIONING ' MECHANICAL DISTANCE OF 143.20 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR AN ANGLE INSTITUTE. IF ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS, ETC., IMMEDIATELY NOTIFY THE ARCHITECT POINT; PRIOR TO PERFORMING ANY WORK. M-1 PARTIAL FLOOR PLAN, ENLARGED HVAC DEMO AND HVAC PLANS, SCHEDULES, NOTES AND LEGEND M-2 HVAC SCHEDULE AND DETAILS THENCE SOUTH 85°14'47" EAST CONTINUING ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY 114 FOR A DISTANCE OF 198.69 FEET TO A ALUMINUM TXDOT MONUMENT FOUND FOR AN ANGLE POINT; / i C PLUMBING THENCE NORTH 86°04'42" EAST CONTINUING ALONG THE SOUTHERLY LINE OF SAID STATE HIGHWAY 114 FOR A P-1 PARTIAL FLOOR PLAN, ENLARGED PLUMBING AND WASTE & VENT PLANS, SCHEDULES, NOTES. DETAIL DISTANCE OF 44.39 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR CORNER, SAID AND LEGEND ROD BEING THE INTERSECTION OF THE SOUTH LINE OF SAID STATE HIGHWAY NO. 114 WITH THE WEST LINE OF EXISTINGSITE PLAN NOLEN DRIVE (A PROPOSED 70 FOOT RIGHT-OF-WAY); ELECTRICAL THENCE SOUTH 00°20'14" EAST, DEPARTING THE SOUTH LINE OF SAID STATE HIGHWAY NO. 114, AND ALONG THE SCALE: NOT TO SCALE E-1 PARTIAL FLOOR PLAN, OPTICAL POWER AND LIGHTING PLANS, LIGHTING FIXTURE SCHEDULE, PANEL WEST LINE OF SAID NOLEN DRIVE FOR A DISTANCE OF 425.06 FEET TO A 1/21, IRON ROD WITH YELLOW PLASTIC SCHEDULES, LEGEND, DETAIL, AND NOTES CAP 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 CURVE TO THE RIGHT HAVING A RADIUS OF 565.00 FEET, A CENTRAL ANGLE OF 17°19'31", AND A CHORD BEARING SOUTH 08°19'32" WEST A DISTANCE OF 170.20 FEET, FOR AN ARC DISTANCE OF 170.85 FEET TO A 112" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR THE END OF SAID CURVE TO THE RIGHT; THENCE SOUTH1WESTCONTINUINGALONGTHEWESTLINEOFSAIDNOLENDRIVEFORADISTANCEOF 179.88 FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RGL" SET FOR CORNER; 1/2"I ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS SCOPE OF WORK VICINITY MAP THENCE SOUTH 89°39'46" WEST, DEPARTING THE WEST LINE OF SAID NOLEN DRIVE FOR A DISTANCE OF 639.54 SYMBOLS FOR ADDITIONAL ABBREVIATIONS: SEE OTHER DESIGN DISCIPLINES DEMO EXISTING OPTICAL IN TIRE SALES. NEW 3-LANE OPTICAL CENTER IN TIRE SALES AREA AND EXPANDED INTO EXISTING CANOPY. FEET TO A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR CORNER IN THE EAST LINE OF A TRACT OF LAND CONVEYED TO HARLEY EATON BY DEED RECORDED IN VOLUME 12266, PAGE 1602, DEED AFF ABOVE FINISHED FLOOR (SLAB) SOIV SUPPLIED BY OWNER INSTALLED BY VENDOR NEW TIC OPENING, RELOCATE SALES COUNTER. RECORDS, TARRANT COUNTY, TEXAS; DETAIL NEW CONSTRUCTION - SHOWN SOLID DETAIL IDENTIFICATION REVISION CLOUD BFF BOT BELOW FINISHED FLOOR (SLAB) SQ BOTTOM SS SQUARE SERVICE SINK, SANITARY SEWER DEMO AND INFILL 2) DOORS. REPLACE APPROX. 965 SF OF CONCRETE SLAB. ( THENCE NORTH 01°02'44" EAST ALONG THE EAST LINE OF SAID EATON TRACT FOR A DISTANCE OF 19.67 FEET TO CUT LINE - DEFINES THE AND DELTA CL CENTER LINE SST STAINLESS STEEL A 1/2" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLG" SET FOR CORNER, SAID ROD BEING THE 3 DETAILED ELEMENT CLR CLG CLEAR STD CEILING STL STANDARD STEEL NORTHEAST CORNER OF SAID TRACT; J i w Q a 2 J A701 CMU CONCRETE MASONRY UNIT STRUCT STRUCTURE, STRUCTURAL THENCE NORTH 72°51'35" WEST ALONG THE NORTH LINE OF SAID EATON TRACT FOR A DISTANCE OF 175.76 FEET J SHEET WHERE DRAWN COL COLUMN TOJ TOP OF JOIST TO A 3/4" IRON ROD FOUND FOR CORNER AT THE EASTERLY COMMON CORNER BETWEEN SAID LOT 5 AND LOT IRI, m Q WORK, CONTROL EXISTING CONSTRUCTION TO REMAIN - CONIC CONCRETE TOM TOP OF MASONRY BLOCK I OF W. E. MAYFIELD ADDITION, AM ADDITION TO THE CITY OF SOUTHLAKE AS RECORDED IN A CABINET A, Y W WALL SECTION OR DATUM POINT SHOWN LIGHT BACKGROUND EA EACH TOP TOP OF PARAPET SLIDE 3447, PLAT RECORDS, TARRANT COUNTY, TEXAS; z SITE DETAIL IDENTIFICATION ELEV ELEVATION TOS TOP OF STEEL Y CUT LINE DEFINES THE 50 0" AFF EQ EQUAL TOW TOP OF WALL THENCE NORTH 06°32'49" WEST ALONG THE EAST LINE OF SAID LOT 5 FOR A DISTANCE OF 198.13 FEET TO A GOD NAIL FOUND FOR AN ANGLE POINT; a DETAILED ELEMENT EVAC VACUUM DRAINAGE SYSTEM T&B TOP AND BOTTOM o 114 20 EXT EXTERIOR TYP TYPICAL A701 SHEET WHERE DRAWN SLOPE DIRECTION FF FACTORY FINISH UNO UNLESS NOTED OTHERWISE THENCE NORTH 00°20'14" WEST CONTINUING ALONG THE EAST LINE OF SAID LOT 5 FOR A DISTANCE OF 572.33 z FRPP FIBER REINFORCED PLASTIC PANEL(S) VERT VERTICAL FEET TO THE POINT OF BEGINNING AND CONTAINING 713,084 SQUARE FEET OR 16.3702 ACRES, MORE OR LESS. o WITH DATUM MARK EXISTING CONSTRUCTION TO BE FRT FIRE RETARDANT TREATED VIF VERIFY IN FIELD m INTERIOR ELEVATION REMOVED - SHOWN DASHED 5 DETAIL IDENTIFICATION SLOPE FTOF GC FINISH TO FINISH FACE W/ GENERAL CONTRACTOR W/o WITH WITHOUT m _ _ _ _ DOWN _ _ _ GWB GYPSUM WALLBOARD, GYPSUM WD WOOD SOUTy�gKF 503 6 SHEET WHERE DRAWN PROPERTY LINE HORIZ HVAC HORIZONTAL WDW HEATING, VENTILATION, AND AIR CONDITIONING WINDOW Uj 7 � 1111 IBC INTERNATIONAL BUILDING CODE J gLVD NTS NOTSCALE CODE ANALYSIS m FENCE OC ON CENTER WALL TYPES-X-X-X-X-X- MATERIALS PERPOTOO OUT PERPEONDICULAR U5 Q BREAKLINE PLYWD PLYWOOD TYPE OF CONSTRUCTION: TYPE V-B, FULLY SPRINKLERED 3 5/8" METAL STUDS UNO AT 16" OC WITH GWB - PAINTED EACH FACE LINO PER SCHEDULE ® ACOUSTICAL TILE R RCP RADIUS REFLECTED CEILING PLAN OCCUPANCY GROUP: GROUP M EXISTING BUILDING AREA: 148,663 S.F. (REMAIN UNCHANGED) RD ROOF DRAIN NUMBER OF STORIES: 1 0 STEEL RL RAIN LEADER TDLR REGISTRATION NUMBER: TABS2019009266 REFRIG REFRIGERATION METAL INSULATED PANELS WOOD BLOCKING SIO SUPPLIED AND INSTALLED BY OWNER CITY OF SOUTHLAKE ADOPTED CODES (WITH AMENDMENTS): FREEZER / COOLER WALLS (SIO) SIV SUPPLIED AND INSTALLED BY VENDOR 2018 INTERNATIONAL BUILDING CODE WOOD MEMBER SOIC SUPPLIED BY OWNER INSTALLED BY 2018 INTERNATIONAL EXISTING BUILDING CODE CONTRACTOR 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE ZA22-0031 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODES 2017 NATIONAL ELECTRIC CODE cosnv . WHOLE r�ALE SOUTHLAKE, TX LOCATION #669 2601 E. STATE HWY 114 SOUTHLAKE, TX 76092 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SITE PLAN REVIEW_02 MATTHEW L. GOELZER, ARCHITECT All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. Q DATE DESCRIPTION 04.19.22 PERMIT ISSUE 05.04.22 BID ISSUE 06.24.22 SITE PLAN REVIEW 01 07.18.22 SITE PLAN REVIEW_02 98-5260-20 PM: GARRETT HONEYCUTT DRAWN: DH TITLE SHEET & SITE PLAN TS101 PROJECT DATA STATE HIGHWAY 114 SERVICE ROAD PROPERTY LINE \ CLIENT: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PROJECT ADDRESS: ZONING: SITE AREA: JURISDICTION: SETBACKS: 2601 E. STATE HWY. 114 SOUTHLAKE, TX 76092 SP-1 16.37 ACRES (569,380 S.F.) CITY OF SOUTHLAKE 60' (FRONT, SIDE, REAR) BOUNDARIES THIS PLAN WAS DEVELOPED BY INFORMATION: KIMLEY—HORN AND ASSOCIATES AND REVIEWED BY MULVANNY ARCHITECTS FOR COMPLIANCE TO COSTCO STANDARDS AND REQUIREMENTS ONLY. EXIST. BUILDING DATA: EXIST. BUILDING AREA 143,463 S.F. EXIST. TIRE CENTER/OPTICAL AREA 5,200 S.F. TOTAL EXIST. BUILDING 148,663 S.F. PROPOSED BUILDING DATA: PROP. PROP. BUILDING AREA TIRE CENTER/OPTICAL AREA 143,463 5,727 S.F. S.F. TOTAL EXIST. BUILDING 149,190 S.F. PARKING DATA: EXISTING PARKING: 10' WIDE STALLS 437 STALLS 9' WIDE STALLS 297 STALLS ®Hc HANDICAP STALLS 15 STALLS TOTAL PARKING 749 STALLS PROPOSED PARKING: 10' WIDE STALLS 440 STALLS 9' WIDE STALLS 297 STALLS ®Hc HANDICAP STALLS 15 STALLS TOTAL PARKING 752 STALLS EXISTING REQUIRED PARKING (1 / 200 S.F. OF BUILDING AREA + (6) FOR GAS WITHOUT CONVENIENT STORE, —10% FOR PREVIOUS VARIANCE) PROPOSED REQUIRED PARKING (1 / 200 S.F. OF BUILDING AREA + (6) FOR GAS WITHOUT CONVENIENT STORE, —10% FOR PREVIOUS VARIANCE) PROP. PARKING SURPLUS: EXISTING LOT COVERAGE PROPOSED LOT COVERAGE 675 STALLS 675 STALLS 77 STALLS SOUTHLAKE, TX LOCATION #669 2601 E. STATE HWY 114 SOUTHLAKE, TX 76092 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SITE PLAN REVI EW_02 26.11% 0 20' 40' 80' 26.20% 1 " = 40'-0" NOTE: EXISTING CONDITIONS TO BE FIELD VERIFIED. L 031 MATTHEW L. GOELZER, ARCHITECT All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. A DATE DESCRIPTION 04.19.22 PERMIT ISSUE 05.04.22 BID ISSUE 06.24.22 SITE PLAN REVIEW_01 07.18.22 SITE PLAN REVIEW_02 98-5260-20 PM: GARRETT HONEYCUTT DRAWN: DH SITE PLAN SITE PLAN SD101 \3, \Ki I (E 0 00 (\I M (76 \ (Q\ 9 (8.1 6r9 (5 458'-0" 48'-0" 36'-0" 46'-0" 37'-0" 1 64'-0" 54'-0" 54'-0" 54'-0" 65'-0" 32'-6" FIRE SPRINKLER RI ER 1 I I I I I I • — o FF1 FInF] o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 — — ROOM o i I �— —T—� C——T—T—T——T—T—�—�—� C—�--L— T TT CTT TT T T T� C—T—� N �J R o o I L�� L�� IJ J I I I I I o II IIII II _ ° _ y■ ■ — yII 1Ip1I -- 1II1Ip1II —y1I1II —II IIIII II — II IIII II — II IIyII qII — II III II I II IIyII —qII II IIII II rTT! _ L, °G ° R.T.V.o oooR.L. o —TI—I—TI—I H1,H LINTERIOR LLLLF F HH HH A I1H jTFI F_ TTFTTI , j— TFI I �I F"\�cE � I F-r- =t — H H HH ° 1 I LL-1 HH + 9 D r—� J l IIII II HI 1 �+II LE+S FR+_EEZ+uII AII L_E+S FR+EEZ+dII K _ OL+uh1I _1I� oo IIII�L —_ IIII II III �JIII IIIIIL�_JIIII _IIII �JIII IIII L�_IIIJIIII _�JIII IIII �_�IIIIIII I III RA, , I 1d1. I BATTERY— 18H 18H 21'-6" ID --—j —I --+34° WI I - o rl <' rl HHh;> L—J 0 ;> co HH _FI I 1 " ' " 19'-00" 1 19'00" 01'4" 18-08-018-018 19-018 18-018-18-01818'-018'-018'-0" 18'-0" LJ° ° =ej R.L. R.L. Ou u I HH JANITORLl __ PHz_lLL_Zt—ZLJ_J --ej LJ_J I II I I II I I II I 111 1 I II I 1 II 1 1 11 1 1 11 1 1 II 1 F 1 1-1 Liu Liu°MPLOYEE L L �_HH RESTROOM �+ L J L_LJ LJ_J rTTT-1 FTTTT-I FTTTT-I -I FT� rT1 LL 0 0 STORAGE 12'D-5 L ° L?rTTTTTT� FLOWER DISPLAY E: R.L. I --ej _ Ilo �� I _J L IP L �� I _J EDC#1 SHOP -IN _U0 FTC T-1 FTC F--------I FTC ^ ^ FTC FTC C FTrT� E:\ T 1 r T 1 ANTE ROOM 77 PRODUCE I I I I I I I I I I I I I I I I I \ \ I I I I I I I I I — — — — — 21' 6° HT. — — — — — 4- I� I � 11— I L-- — — — = 1 — — — — r TTTTT-I — �/ �/ LJ_J LJ_J I nx MIMO -, +++++� I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJM.P.U. L �� J I I I I I I I I I ° I II° ______ 1 I I I I I I I I I I I I I I I I I I C TRANSFORMER °°°° I P I 110 I I I I I I I I I I I I I I I I I\ T 1 T 1 I I I I I I I I I 1 1 1 0 I III I I I I II I I I I I L------J I I I I I I `\ \> \,� \, +� +� I I I II I I I I I I I I I C 0 56' D-5 ISLAND L J_ J L J_ J I I I I I I I I I I I I I I I I I I I I I I I I I I ° ° RL —RECEIVING COUNTER °—��I0 +T I I I I I I I I I C I I I -6' I — I — —I \.� > ..�> LJ_J LJ_J DsuE I I I I I I I I I I I I I I I XII ----_ I I I I I I I I I I I I I I C FOODSI SERVICE — — RECEIVING II I — I II I I I I I I I I I MAIN I I I I I I r _F 1 1 F T 1 F T 1 I I I I I I I I I I I _ I I I I I I I I I SALES I I I I I I �+� +� +� I I I I I I I I I I I C o MEAT & I I I I I I I I I I I 0 0 • DELI I N I I I II I I I I I I I I I I I LJ_J L4-J LJ_J LJ_J I I I II I COOLER oR.L. x o 56'D-5ISLAND I I I I I I I I I L------J °RL IRTv 1 rT1 r rT1 rT1 I I SSERIzo KEN L_L L1LJ LJ_J LJ_J N I I I I I I I I I r------� I I I I I I I I I I I I I I I I C_ I I I I I I I I I I I I I I �L_1_J `_J 14' 5" 20'-6" 91_01 9 0 9 0 9 0 8'_6 8. 0. 7 0 7 0 7 0 8 0 9 0 9._011 9'-0-' 1-_-ZI E: ZI 56'M1D/TISLAND l IF I------ — — — — — T2K — — — — — — _�_=_ -= � _.L J �J B C � I SPECIAL ORDER ` \x\ ��c=j ZI c1j MEAT � KIOSK x 56' M-1 ISLAND ML \r \ ri'15 �J 5 '�-_-�-�-1 R.L. r i , II T1 r 1 rT1 r_F _1 r 1 r_F _1 rT1 r 1 rT1 IF T� -_ IIL I =�--- k+� +� +� +�+I��il I I I I I I I JEWERLY I x� 1 L J_ J HH HH HHIQ _L u� I I I I I I KIOSK A x COOLER FREEZER — — — I I 11 11L �N _ I � I I I I I I I I I �� co Of o r r1-1 r1-1 r1-1-1-1 I II I I II I I II I I III I I II I I II I I II I I II I I I I + + _ = x w� to k+d k+d+++� IIII IIII _ _5'SL. A wo L—J LJ_J LJ_J LJ_J_J_J I I U" II I I II I I II I I II I I II I I II I I II I I II I I II I HH \ I f f f f f f f f FT7 FT7 FT -I L ME I R.L II I I I II I I II I I II I I II I co I II I I I'I I I II I I II I I IIII I II I+�+� I 0 II I r rT1 rT1 rTTT1 I II I I II I I II I I III I I II I I II I I II I I II I I II I �__�__J L�_J L�_J L'J R.L.° I II HHI II I 1 11 1 �A A L _ J L J- J L J- J L J- J- J- J O _ _ \ CARTS LJ —I I I I I I I — I I I I — I I I I— I I I I— I I I I I I I I I I I I — + — x — — I r� _V ICI � F-11 � — — — �� ° — — 9'-10" r 0" T 13'�"T �'-T T 1 18'-0" 18'-0" 18' 0" 18'-0" 18' 0" 18'-0" ® m 1 �k I I II I I II I I II I _ _ _ V \ R.L. II 1 I + L—_j LJ_J LJ_J LJ_J_.LJ I II I I II I = _ +� �� III I I II I I II I I II I I II I I II I I III I I II I I II I — — t- �J ° zo r—_1 r 1-,1 r 17,1 r I I� I I R.. BAKERY O L — L J_ J L J_ J L J_ J_ J_ J L�LJ LLL� L�LJ Liu LiL l L�LJ L1u �� L J L J_ J — — _ — + J 0 ° I I I � ISL� I I I � � 1 • Li ILL 11-11 ILL lu ^, o L-- I 1 _ I I I III I -7� =�� rr I Lu lP t = �OJPTICAL L� o_'�]—%..�= OFFICES�I �\ PROJECT DATA STUB -OUT FOR nn TIRE SALES 5 1 FL CHARGER f�.L. 1 I I A301 EXIST. BUILDING DATA: 1 ° EXIST. BUILDING AREA 143,463 S.F. 1 EXIST. TIRE CENTER 55200 S.F. I I I l i i I iu E CONCRETE TO BE 1 TOTAL EXIST. BUILDING 148,663 S.F. 1 REMOVED U L U I U U U U SEE 16/A506 1 RACK COUNT: I I I I I A301 I 222'-6" h 30'-0" 0 51'-6" GROCERY RACKS (15 ft.) 188 62'-0" 61'-0" 54'-0" 54'-0" 54'-0" I 54'-0" I 65'-0" 11 36'-11 7/8" CENTER SECTION 171373 S.F. 404'-0" HARDLINE RACKS (15 ft.) 136 0 no TO SIDEWALK 0 N M O zo M 0 co c`') 0 zo 0 co M 0 co M 3 46 _ 0 zo Cl) q V Cl) KI �H� F E/ '_(D` \f-) cbswo LE SOUTHLAKE, TX LOCATION #669 2601 E. STATE HWY 114 SOUTHLAKE, TX 76092 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SITE PLAN REVIEW 02 0 8' 16' 32' 1 /16" = 1'-0" MATTHEW L. GOELZER, ARCHITECT B ` A` All rights reserved. reproduced in permission in No part of this document may be any form or by any means without writing from MG2. DATE DESCRIPTION 04.19.22 PERMIT ISSUE 05.04.22 BID ISSUE 06.24.22 SITE PLAN REVIEW_01 07.18.22 SITE PLAN REVIEW_02 98-5260-20 PM: GARRETT HONEYCUTT DRAWN: JW DEMOLITION FLOOR PLAN DEMOLITION FLOOR PLAN SCALE: 1 /16" = V-0" ZA22-0031 Al 00 \3, \Ki I (E 0 00 (V M (76 \ (Q\ 9 (8.1 6r9 (5 458'-0" 48'-0" 36'-0" 46'-0" 37'-0" 1 64'-0" 54'-0" 54'-0" 54'-0" 65'-0" 32'-6" FIRE SPRINKLER RI ERFF1 FnF] 1 I I I I • - 0F�1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0I I 0 0 PUMP — — ROOM o i I �— —�—� C————————�—�—� C—�--L— T TT �TT TT T T T� C—�—� N �J R o o I J I I I I I o lI I 'TT_T r R.L. R.T.V. � fT° o�J ° °° ° I L I I I rT rT7 rT7 r_ n n II 1 II 1 1 II 1 1 II 1 1 II II I II INTERIOR uLA A HH HH I Ty, II II II II II II � I T --=t — ° I I II I I II I I II I j�� j�� j�� Ho L—H H H I II I I III I I II I I II I I II I I II I I II I I II I I II I I II I I II > H H HH + D r—� J l o l °d' I _HI 1 �s LES FREEZHR � SALES FREEZdK ALES COOL 0 1 11 1 1 11 1 1 11 1 11 I I 1 11 1 1 11 1 1 11 1 1 11 1 1 11 1 1 11 1 1 11 1 R. L o 1 0 1 " I L I BATT Y— 1 I I 18' H I I I I 18' H I I I I 21'-6" I D 1 I 0 HH I CHARGER �--� I II I I II I I II I u u j--j j--j j--j +34° u � I HH HH t o l H HH I h h I h oL—J 111 I I I I I I I I 1 1 I I 0 HH II I I II I I II I u I__I I__I rill, I__I °° H+ M 1 V-4" 18'-0" 18'-0" 18' Ilk _F 0" I I 19'-0" I I 18 0" I I 19'-0" I I 18 -0" 19' 0" I I 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" LJ 1 L ll 1 I II I I II I I II I I II I LL -TT-1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I HH �____J �____ J �H u I--� u I II I I I II I I IIc--ej 0 °R.L. h I I I I I I I I I I I I I I I I R.L. ° I II I I II I I II I I II I I II I I II I I II uL--1u I uL--1u uE--1u � HH 1 I� JANITOR I III I L+ J I I I I I I I I I I I I L J- J 1 L�J I II I I II I I II I I II I I II I I II I I II I L J F� r T F HHHHL1LJ L1LJ , =--ej MPLOYEE _ L RESTROOM I I I I I 111 I I I I I I I I I I 111 I I I I I I I I I I I L J L_LJ LJ_J I—TTTT� FTTTT7 FTTTT7 �u STORAGE F � �T7 rT1 \ (7.67 LJ_J L J LJ_J LJ_J L J LJ_J L— L J LJ_J LJ_J O — — — 12' D-5 ° .L. — I II � r T T T T T T_1 1 FLOWER DISPLAY I 1 R.L. °--ej Ir7 I Ilo +++++-d 1 _J L IP L I I I I I_J C EDC#1 SHOP -IN _U° FTC T-1 FT-1 — — — — — — - FTC ^ ^ FTC FTC FTC rT� \ r T r T 1 ANTE ROOM PRODUCE I I I I I I I I I I I I I I I I I — — — — — 21' 6° HT. — — — — — I� I I I— I L-- — — — = I — — — — �TTTTTT� — LJ_J LJ_J 1 nx MIMO +++++� I I I I I I I I I I I I I I I I I I I I I I I I I I I I Li M.P.U. II° I I I I I I I I I 1 I I I I I I ^ ^ I I I I I I I I I I I I C TRANSFORMER °°°° 1 I II L?I I I I I I I I I I ______ I I I I I I I <\ T T I I 0` I III 1 I I I 11 I I I I I L------J I I I I I I `\ \> \,� \>+�+� I I I 11 I I I I I 1 1 1 I E: ° 56' D-5 ISLAND L J_ J L J_ J ° ° RL ° I ��_J I—RECEIVING _j COUNTER 0 ° sLI 1 I I I \> �. > LJ_J LJ_J I I I C DELI I I I I I I I I I L_____ J I I I I I I I I I I I FOOD XII 56' D 5 ISLAND 6' — 1 — — — — I--�� — I�� — I �� — I �� — — — ARE — — 11 I — I II I I I I I I I I I MAIN RECEIVING SALES I I I I I I r _F _17 F_ T 7 F T -II I I I I I I I I I I � _�___ J I I I I I I I I 1 I I I I I I � � I I I I I I I I I I I I E:MEAT & o �N I I I I I I I I I I I I I I I I DELI 1 N I I I II I I I I I I I I I I I LJ_J L4-J LJ_J LJ_J I I I II I COOLER x� 0 56'D-5ISLAND 1 1 1 1 1 I 1 I I L------J I I I I I I I I I I I I I I I I I I �� d ° °RL IRTv rT� r rT7 rT� I I SSERI rL� _7=__= KEN I L I I I II I I I I I I I I I I I LJ_J L1LJ LJ_J LJ_J N I I I I I I I I I F-------11 I I I I I II I I I I I I �LJ-J LJ 14' 5" 20'-6" 91_0.1 91_01, 91_01 9 0 8 6 8 0 L-0 7 07 0 8 0 9 0 9 0 9 0 �___ ZI E: ZI 56'M1D/TISLAND l kj L_J-_LJ L_-J e I-_ E o � I SPECIAL ORDER c�=�j c�j MEAT � KIOSK x 56' M-1 ISLAND i I R.L. r° i II T1 r _1rT1 r_F _1 r -Ir_F _1 rT1 r -1rT1 �T� 1IL 1 =�--- k+d d �+� �+� �+� +� 1� �i1 I I I I I I I JEWERLY I x� L J_ J HH HH H HH�� I I I I I I KIOSK A x COOLER FREEZER — — — — I I I I I —I I I I I I I — I I I I — I I I I— I I I I—— L� — \ — ------� N _ cnOf �o r rT7 rT� rTTT� I II I I II I I II I I 111 I I II I I II I I II I I II I 1 I I T T = _ x Wd Lu k+d k+d �� I II I III 1 _ _5'S L. A �� w 0 L—J LJ_J LJ_J LJ_J_J_J I I U" II I I II I I II I I II I I II I I II I I II I I II I I II I HH \ I I R.L. I r I I I I I I I I I I I I I I I I I co I I I I I I'I I I I I I I I I I I II I I I 1 �, ° II I rT� �T1 �TTT1 I II I I II I I II I I 111 I I II I I II I I II I I II I I II ILIJ LIJ L 'J R.L.° - — I I I-H � II II I I L+J L+J L+++� 4� TI _ J L L J L L J L J_ L J_ J T 1 HH KEY - DOOR SIZE (2) 4' DOORS LOCATION MAIN SALES OCCUPANT LOAD AREA 123,510 SF 1 16 2,059 OCCUPANT LOAD FACTOR EXIT SIGN (SQ FT PER OCCUPANT) R. ,PROJECT DATA EXIST. BUILDING DATA: EXIST. BUILDING AREA 143,463 S.F. EXIST. TIRE CENTER 55200 S.F. TOTAL EXIST. BUILDING 14803 S.F. RACK COUNT: 1 GROCERY RACKS (15 ft.) 188 CENTER SECTION 171373 S.F. HARDLINE RACKS (15 ft.) 136 8` I CD 0 Lo 0 00 OCCUPANCYLOAD EXISTING BUILDING .lETAIL SALES AREA (1/60) 115,407 SF 1,924 OCC WAREHOUSE RECEIVING (1/300) 8,678 SF 29 OCC EMPLOYEE LOCKER ROOM (1/100) 1,436 SF 15 OCC OFFICES (1/100) 2,220 SF 22 OCC MEAT / BAKERY (1/200) 8,367 SF 42 OCC FOOD COURT (1/200) 1,024 SF 5 OCC OPTICAL EXAM (1/100) 368 SF 4 OCC PHARMACY (1/100) 852 SF 9 OCC RECEIVING CORE (1/100) 340 SF 4 OCC POINT OF SALES COOLERS (N/A) 4,265 SF 0 OCC OPTICAL KIOSK (1/100) 188 SF 2 OCC MPU / RTV (1/100) 582 SF 6 OCC TIRF INRTAI_L (1/100) 2,338 SF 9,1 err TIRE SALES (1/60) 2,513 SF 42 OCC TOTAL = 2,127 OCC PROPOSED BUILDING OPTICAL EXAM (1/100) 770 SF 8 OCC TIRE SALES (1/60) 2,455 SF 41 OCC TOTAL = 2,130 OCC (+3 OCC FROM EXISTING) EGRESS SUMMARY WAREHOUSE: TOTAL OCCUPANTS - WAREHOUSE: 2,130 EGRESS WIDTH PER PERSON: 0.20 REQUIRED EGRESS WIDTH (IN INCHES): 426 ACTUAL EGRESS WIDTH (IN INCHES): (14) 48" + (6) 36" DOORS AT 45" NET = 828 TOTAL = 828 I II I 1—II 1 1 11 1 —1 11 1 — 1 11 1— 1 11 1— 1 II I I II I 1 11 1 — _ _ +L J I I I rt� 1� nl T 1 18'-0" !H- 18'-0" 18'-0" 18'-0" 18'-0" II I I II I I II I _ _ _ x R.L. LJ_J_.LJ I II I I II I = _ +-d III I I II I I II I I II I I II I I II I I III I I II I I II I — — t- I J o rT.T.T._1 +++� I II I I II I I II I I II I I II I I II I I II I I II I I II I ===Z +-1 \\ o L J_ J_ J_ J L_J L_J L iLl L_J L_J L_J I LJ 1 l L_J L_J LL L1 I I I L J LLJ C - Z - Z - I J ° 7+8 A301 / OPTICAL STUB -OUT FOR OFFICES 6 nn A301 FU CHARGER f�.L. I I TIRE SALES 6 0 0 0 ❑p OPTICAL OFFICES 770 SF 1 / 100 8 I I I I I TIRE SALES I 2455 SF 1 1 / 60 41 222'-6" 1 1 h 30'-0" 61'-0" 54'-0" 54'-0" 54'-0" 54'-0" 404'-0" FLOOR PLAN SCALE: 1 /16" = V-0" 51'-6" 65'-0" 4 36'-11 7/8" TO SIDEWALK 0 N M O zo M 0 �o z 0 zo 0 M 0 co M 0 M J w 0 U) 0 ZA22-0031 KI �H� G ' F E/ �D` cbswo LE SOUTHLAKE, TX LOCATION #669 2601 E. STATE HWY 114 SOUTHLAKE, TX 76092 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SITE PLAN REVI EW_02 0 8' 16' 32' 1 /16" = 1'-0" MATTHEW L. GOELZER, ARCHITECT B` A` \ All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. DATE DESCRIPTION 04.19.22 PERMIT ISSUE 05.04.22 BID ISSUE 06.24.22 SITE PLAN REVIEW_01 07.18.22 SITE PLAN REVIEW_02 98-5260-20 PM: GARRETT HONEYCUTT DRAWN: DH FLOOR PLAN Al 01 otl +10'-0" A.I ?" A.F.F DU_IVIlJ C/`1J I CLC V/`% I I%JIV SCALE: 1/16" = V-0" Mir 5'-0" AFF - FIN. FLR. 0'-0" AFF OPTICAL ELtzVHI MIN -\L 1 (PAINTED) F-0° EYE EXAMS OPTOMETRIS M Independent Doctor of Optometry LOCATION SIGNAGE AND CONCRETE EMOVED D OPTIC )DITION DEMO CANOPY ELEVATION SCALE: 1/16" = V-0" CONCEPT CANOPY ELEVATION SCALE: 1/16" = V-0" EXTERIOR FINISH SCHEDULE # ITEM MATERIAL FINISH COLOR MANUFACTURER NOTE: 1 CAP FLASHING GALV. SHEET METAL EGYPTIAN WHIT' 2 MAIN BUILDING (LOW) BRICK VENEER NEW ORLEANS SANDS ENDICOTT TO MATCH GATEWAY PLAZA ,MAIN BUILDING (HIGH) E.I.F.. 4 CORNICE/ACCrr.- - --._ - - - SAND _,CKSK SAI'- B1— ---- -' -- 'IT STRIPE PAINTED "SAFETY RED" 5 MAIN BUILDING BASE SF C.M.U. WATER REPELLENT LIMESTONE 6 BUILDING ACCENT CULTURED STONE VENEER HILL COUNTRY CHALK EL DORADO STONE 7 WATER TABLE CULTURED STONE VENEER I HILL COUNTRY CHALK EL DORADO STONE 8 "COSTCO" SIGN REVERSE METAL F, _ REVERSE METAL PAN REVERSE METAL PAN SAFTY RED S.W. 4081 LAPIS LAZULI S.W. 1805 SAFTY RED S.W. 4081 SAFETY RED 9 "WHOLESALE" SIGN 10 MISC. SIGNS 11 RECEIVING CANOPY METAL PANELS & FRAMING BY MBS 12 CANOPY ACCENT SLATE TILE MEDIUM RANGE EARTH TONE 13 CANOPY LINTEL E.I.F.S. SAND BUCKSKIN DRYVIT 14 TILE ROOF CONCRETE TILE RED -BROWN TO MATCH GATEWAY PLAZA 15 EGRESS DOORS METAL DOOR AND FRAME BEIGE COLOR TO MATCH #5 16 ROLL UP DOORS METAL ROOL UP DOORS BEIGE COLOR TO MATCH #5 17 1 1/2" T.S.GUARDRAIL 1 1/2" TUBE STEEL BEIGE COLOR TO MATCH #5 18 ACCENT BAND PAINT SAFETY RED S.W. 4081 19 20 C067CO 1A/I#OLES,ALE SOUTHLAKE, TX LOCATION #669 2601 E. STATE HWY 114 SOUTHLAKE, TX 76092 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SITE PLAN REVIEW_02 0 8' 16' 32' 1/16" = 1'-0" MATTHEW L. GOELZER, ARCHITECT All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. 0 DATE DESCRIPTION 04.19.22 PERMIT ISSUE 05.04.22 BID ISSUE 06.24.22 SITE PLAN REVIEW_01 07.18.22 SITE PLAN REVIEW_02 98-5260-20 PM: GARRETT HONEYCUTT DRAWN: DH EXTERIOR ELEVATIONS SCALE: 1/8" = V-0" SCALE: 1 /4" = V-0" ZA22-0031 A301