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Home My WebLink AboutP_DrawingSet_250124_v1PROJECT DESCRIPTION & INTENT THESE NOTES ARE TO CONVEY THE NATURE, SPIRIT AND INTENT OF THE WORK CONTEMPLATED UNDER THESE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTORS BIDDING AND EXECUTING THE WORK ARE BOUND TO THE NATURE AND THE DESIRED OUTCOME OF THE WORK. THESE NOTES ARE PROVIDED IN AN EFFORT TO PROMOTE LABOR HARMONY AND A COLLABORATIVE EFFORT IN ACHIEVING A MUTUALLY BENEFICIAL GOAL. THE OBJECTIVE IS FOR A WELL-COORDINATED CONSTRUCTION SITE. ALL WORK IN THESE DRAWINGS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. GENERAL CONTRACTOR IS EXPRESSLY RESPONSIBLE FOR ENSURING THAT TRADES ARE COORDINATED TO PROVIDE A COMPLETE PROJECT. CHANGE ORDERS WILL NOT BE APPROVED FOR WORK SHOWN ANYWHERE IN THE DRAWINGS. 101 ROOM LABEL # PLAN DETAIL REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER SUB-ELEVATION LETTER SECTION REFERENCE SHEET NUMBER PLAN DETAIL REFERENCE SHEET NUMBER ELEVATION HEIGHT ELEVATION LOCATION LAYOUT STARTPOINT WINDOW NUMBER SIGN WALL TYPE KEYNOTE DOOR TYPE REVISION NUMBER ROOM NAME ROOM NUMBER COLUMN GRID LINE NUMBER FINISH CALLOUT CEILING FINISH CALLOUT CEILING HEIGHT DETAIL SECTION REFERENCE SHEET NUMBER EQUIPMENT TAG X -- X X -- X -- X -- X'-X" X-X -- X X -- X X -- X X A B C D X X -- X X -- X X -- -- 0'-0" A.F.F. X - X -- N0. REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET G0.0 COVER SHEET KRG24001 BB CD 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P JURISDICTION CONTACTS PLANNING DEPT.: CITY OF RENTON - PERMIT SERVICES 1055 S. Grady Way, Renton, WA 98057 Tel: 425-430-7215 Email: permittech@rentonwa.gov FIRE DEPARTMENT: CITY OF RENTON - FIRE DEPARTMENT VICINITY MAPPROJECT DIRECTORY BUILDING AND SAFETY: CITY OF RENTON - PERMIT SERVICES 1055 S. Grady Way, Renton, WA 98057 Tel: 425-430-7215 Email: permittech@rentonwa.gov Kite Realty Group 30 South Meridian Street, Suite 1100 Indianapolis, IN 46204 CONTACT: Tony Halsey, P.E. | Senior Project Manager, Development Services PHONE: 317-577-5600 EMAIL:thalsey@kiterealty.com CLIENT TBD, LLC STREET ADDRESS, SUITE # CITY, ST ZIP CONTACT: CONTACT NAME PHONE: xxx.xxx.xxxx EMAIL: email@domain.com TENANT PM DESIGN GROUP, INC 19401 40TH AVENUE WEST, SUITE 420 LYNNWOOD, WA 98036 CONTACT: JAMES YBARRA PHONE: 425.409.2496 EMAIL: jybarra@pmdginc.com MECH, ELEC, PLUMB PM DESIGN GROUP, INC. 19120 SE 34TH STREET, SUITE 115 VANCOUVER, WA 98683 CONTACT: CHUCK DOUGHERTY PHONE: 360.818.7004 EMAIL: cdougherty@pmdginc.com ARCHITECT WCD ASSOCIATES 6930 Destiny Dr, Ste. 300 Rocklin CA 95667 CONTACT: David Goretoy, EIT, Lead Engineer I PHONE: O:(916) 251-9798 | d: (916) 586-8648 www.WCDAssociates.com STRUCTURAL N PROJECT INFORMATION 2021 INTERNATIONAL BUILDING CODE 2020 NATIONAL ELECTRICAL CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL FIRE CODE 2021 WASHINGTON STATE ENERGY CODE 2021 WASHINGTON STATE FUEL GAS CODE 2017 ANSI A117.1 ACCESSIBLE CODE 2021 WASHINGTON STATE AMENDMENTS APN: 3223059065 PLANNING ZONE: CA – COMMERCIAL ARTERIAL SITE AREA: 3.62 ACRES PROPERTY ADDRESS: 17803 108TH AVE SE, RENTON, WA 98055 LEGAL:LOT Y OF KC BLA L07L0040 REC 20070822900006 - LOCATED IN NE 1/4 OF NW 1/4 OF 32-23-05 SITE SUMMARY BUILDING CODES CONSTRUCTION TYPE: V-B FIRE SPRINKLERS: NO EXISTING BANK :3,193 SF NEW SHELL: 3,215 SF (FUTURE RESTAURANT) NEW TRASH ENCLOSURE:240 SF NUMBER OF STORIES: 1 OCCUPANCY GROUPS: BY TENANT: (A2) RESTAURANT, B-OFFICE, S-STORAGE TOTAL OCCUPANT LOAD:TBD BY TENANT BUILDING SUMMARY ALLOWABLE HEIGHT: 40 FT. ( TABLE 504.3 ) WITHOUT AREA INCREASE ACTUAL HEIGHT: 24'-10" (TOP OF TOWER) ALLOWABLE AREA:6,000 SQ. FT. PARKING ANALYSIS: REFERENCE CIVIL EXIT ANALYSIS: REFER TO EGRESS PLAN ON SHEET G0.7 HEIGHTS AND AREA LIMITATIONS: DEFERRED SUBMITTAL 1. 2. EXTERIOR CANOPIES FIRE ALARM ANNOTATION SYMBOL LEGEND 17803 108th Ave SE, Renton, WA 98055 REDEVELOPMENT OF FORMER BANK AT N. BENSON CENTER KITE REALTY GROUP SHEET LIST SHEET SHEET NAME RE V . 1 RE V . 2 RE V . 3 RE V . 4 GENERAL G0.0 COVER SHEET G0.1 ABBREVIATIONS, GENERAL NOTES & BID NOTES G0.6 ZONING DEMOLITION DRAWINGS D1.0 EXISTING FLOOR PLAN D1.3 DEMO - FLOOR PLAN ARCHITECTURAL DRAWINGS A0.0 SITE PLAN A0.2 TRASH ENCLOSURE DETAILS A1.1 FLOOR PLANS A1.4 ROOF PLAN A2.0 EXTERIOR ELEVATIONS E & S A2.1 EXTERIOR ELEVATIONS W & N A3.0 BUILDING SECTIONS A7.0 GENERAL DETAILS SCOPE OF WORK REMODEL OF AN EXISTING 3208 SF BANK BUILDING INTO A COLD DARK GRAY SHELL FOR A FUTURE QUICK SERVE RESTARANT. DEMO INTERIOR WALLS, PARTIAL ROOF, PLUMBING. ADD NEW FACADE, RENEW ENTRANCE STOREFRONT AND ADD PICK UP WINDOW, UPGRADE ELECTICRIAL SERVICE, STRUCTURE FOR FUTURE ROOF EQUIPMEMNT. NO HVAC. DETACHED TRASH ENCLOSURE W/ ROOF PROJECT LOCATION SEPERATE PERMIT 1. 2. 3. 4. INTERIOR TENANT IMPROVEMENT INCL ALL MEP WORK ALL EXTERIOR SIGNAGE ALL SITE WORK NO.DATE DESCRIPTION REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET G0.1 ABBREVIATIONS, GENERAL NOTES & BID NOTES KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P ABBREVIATIONS AB ACP ACT ADH ADJ AFF AFG AHU ALT ALUM AP APC AHJ BO BD BLDG BLKNG B.M. BOT BSMT CG CL CJ CI CLG CLR CMU CO COL CONC CONST CONT CORR CPVC CS CT CVR DP DD DEMO DEPT DET DF DIA DIAG DIM DISP DL DN DR DS DWG E EA EC EIFS EJ EL ELEC ELEV EMER ENCL EQ EQUIP ETR EWC EWS EXH EXIST EXP EXT FOC FOF FOM FOS FAS FN FBD FGL FIN FFE FFL FA FE FEC FHS FPL FP FRT FXT FLG FLX FG FLR FD FL FLUR FJT FTG FND FR FS FUR FUT FW GA GV GKT GC GL ABANCHOR BOLT ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE ADHESIVE ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISH GRADE AIR HANDLING UNIT ALTERNATE ALUMINUM ACCESS PANEL ARCHITECTURAL PRECAST CONCRETE AUTHORITY HAVING JURISDICTION BOTTOM OF BOARD BUILDING BLOCK (BLOCKING) BENCH MARK BOTTOM BASEMENT CORNER GUARD CENTERLINE CONTROL JOINT CAST IRON CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CHLORINATED POLYVINYL CHLORIDE COUNTERSUNK CERAMIC TILE COVER DAMP PROOFING DECK DRAIN DEMOLITION DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPENSER DEAD LOAD DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXPOSED CONSTRUCTION EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE EQUAL EQUIPMENT EXISTING TO REMAIN ELECTRICAL WATER COOLER EMERGENCY WASH STATION EXHAUST EXISTING EXPANSION EXTERIOR FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FASTEN,FASTENER FENCE FIBERBOARD FIBERGLASS FINISH (ED) FINISHED FLOOR ELEVATION FINISHED FLOOR LINE FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE STATION FIREPLACE FIREPROOF FIRE-RETARDANT FIXTURE FLASHING FLEXIBLE FLOAT GLASS FLOOR (ING) FLOOR DRAIN FLOW LINE FLOURESCENT FLUSH JOINT FOOTING FOUNDATION FRAME (D), (ING) FULL SIZE FURRED, (ING) FUTURE FILTERED WATER GAGE, GAUGE GALVANIZED GASKET, (ED) GENERAL CONTRACT, (OR) GLASS, GLAZING GLB GCMU GLAM GB GD GRN GRT GVL GRHS GT GRD GUT GPDW GPL GPPL GPT GPW HC HRL HBO HDW HWD HDR HTG HVAC HD HT HPT HCR HOR HB INCAN INCIN INCL ID INS INSC IGL INT INTM INV JC JT JF J KPL KIT KO LBL LAB LAD LB LAM LGL LAV LO LH L LT LW LMS LTL LL LOC LLD LV LPT MB MH MFR MRB MAS MTL MAX MECH MC MED MDO MBR MMB MET M MW MM MIN MR MGL MISC MOD MLD MR MS MT MOV MULL NL NAT NI NR NOM N NIC NTS NO OC OP OPG OPH ORN GLASS BLOCK GLAZED CONCRETE MASONRY UNITS GLAZED LAMINATE GRAB BAR GRADE, (ING) GRANITE GRATE, (ING) GRAVEL GREENHOUSE GROUT GUARD GUTTER GYPSUM DRYWALL GYPSUM LATH GYPSUM PLASTER GYPSUM TILE GYPSUM WALLBOARD HANDICAP HANDRAIL HARDBOARD HARDWARE HARDWOOD HEADER HEATING HEATING/VENTILATION/AIR CONDITIONING HEAVY DUTY HEIGHT HIGH POINT HOLLOW CORE HORIZONTAL HOSE BIBB INCANDESCENT INCINERATOR INCLUDE, (ED), (ING) INSIDE DIAMETER INSULATE, (ED), (ING) INSULATING CONCRETE INSULATING GLASS INTERIOR INTERMEDIATE INVERT JANITOR'S CLOSET JOINT JOINT FILLER JOIST KICKPLATE KITCHEN KNOCKOUT LABEL LABORATORY LADDER LAG BOLT LAMINATE, (ED) LAMINATED GLASS LAVATORY LAYOUT LEFT HAND LENGTH LIGHT LIGHTWEIGHT LIMESTONE LINTEL LIVE LOAD LOCATE LOOSE LAND LOUVER LOW POINT MACHINE BOLT MANHOLE MANUFACTURE, (ER) MARBLE MASONRY MATERIAL MAXIMUM MECHANIC, (AL) MEDICINE CABINET MEDIUM MEDIUM DENSITY OVERLAY MEMBER MEMBRANE METAL METER, (S) MICROWAVE MILLIMETER, (S) MINIMUM MIRROR MIRROR GLASS (FRAMED) MISCELLANEOUS MODULAR MOLDING, MOULDING MOP RECEPTOR MOP SINK MOUNT, (ED), (ING) MOVABLE MULLION NAILABLE NATURAL NICKEL NOISE REDUCTION NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER, (S) OPAQUE OPENING OPPOSITE HAND ORNAMENTAL OD OA OH PNT PNL PB PTD PTR PAR PRPT PK PBD PTN PV PVMT PERF PER PEX PTR PLTG PLAS PLA PLAM PL PG PWD PT PVC PE PCPL PD PCF PLF PSF PSI PCC PFB PFN PRF PREM PT PLT QT RBT RAD RFT RL REC REF RFL REFR REG REN RECP REM REQ'D RES RET RA RVS REV RH ROW R RVT R&S RD RFH RFG RM RO RS RCP ROK RB RBT RBL SFGL SCH SCN SCUP SLNT STG SEC SEI SVYD SSK SHTH SHT SG SH SHNG SHU SDG SM SKL SL SLO SOL SC SP S SPC SGL SPK SPL SPEC SPH SQ SF SST STGL STD STA ST OUTSIDE DIAMETER OVERALL OPPOSITE HAND PAINT, (ED) PANEL, (ING) PANIC BAR PAPER TOWEL DISPENSER PAPER TOWEL RECEPTOR PARALLEL PARAPET PARKING PARTICLE BOARD PARTITION PAVE, (D), (ING) PAVEMENT PERFORATE, (D) PERIMETER PEX TUBING PLANTER PLANTING PLASTER PLASTIC PLASTIC LAMINATE PLATE PLATE GLASS PLYWOOD POINT POLYVINYL CHLORIDE PORCELAIN ENAMEL PORTLAND CEMENT PLASTER POUND, (S) POUNDS PER CUBIC FOOT POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRECAST CONCRETE PREFABRICATE, (ED) PREFINISHED PERFORATED PREMOLDED PRESSURE TREATED PROPERTY LINE QUARRY TILE RABBET, REBATE RADIUS RAFTER RAIL, (ING) RECESS, (ED) REFER, (ENCE) REFLECT, (ED), (IVE), (OR) REFRIGERATOR REGISTER REINFORCE, (ED), (ING) REINFORCED CONCRETE PIPE REMOVE, (ABLE) REQUIRED RESILIENT RETURN RETURN AIR REVERSE (SIDE) REVISE, (S), (ED) RIGHT HAND RIGHT OF WAY RISER RIVET ROD AND SHELF ROOF DRAIN ROOF HATCH ROOFING ROOM ROUGH OPENING ROUGH SAWN ROUND CONCRETE PIPE ROWLOCK RUBBER BASE RUBBER TILE RUBBER STONE SAFETY GLASS SCHEDULE SCREEN, (ED) SCUPPER SEALANT SEATING SECTION 7-ELEVEN INC. SERVICE YARD SERVICE SINK SHEATH, (ING) SHEET SHEET GLASS SHELF, SHELVING SHINGLE, (S) SHUTTER, (S) SIDING SIMILAR SKYLIGHT SLEEVE SLOPE SOLDIER SOLID CORE SOUNDPROOF SOUTH SPACE, (R) SPANDREL GLASS SPEAKER SPECIAL SPECIFICATION SPLASH SQUARE SQUARE FEET STAINLESS STEEL STAINED GLASS STANDARD STATION STEEL STO SD STR SIPS STCO SFLR SA SUS SYD SYM SYN SYS TKBD TEL TV T TIG TZ THK THR TBRL TOBR TPD TPTN TOL T&G TSL TC TJ TP TST TSF TW TPG TOR TB TR TS TRNB TYP UC UNF UNO UR UTL VJ VB VAR VNR VERT VG VN VB VCT VF VT VICP VICT WSCT WH WC WHTR WP WR WS WST WWF W WHS WHA WID WIN WG WM WO WD WI STORAGE STORM DRAIN STRUCTURAL STRUCTURAL INSULATED PANEL STUCCO SUBFLOOR SUPPLY AIR SUSPENDED SIDE YARD SYMMETRY, (ETRICAL) SYNTHETIC SYSTEM TACKBOARD TELEPHONE TELEVISION TEMPERED GLASS TEMPERED INSULATED GLASS TERRAZZO THICK, (NESS) THRESHOLD TO BE RELOCATED TO BE REMOVED TOILET PAPER DISPENSER TOILET PARTITION TOLERANCE TONGUE AND GROOVE TOP OF CONCRETE SLAB TOP OF CURB TOP OF JOIST TOP OF PLATE TOP OF STEEL TOP OF SUBFLOOR TOP OF WALL TOPPING TO REMAIN TOWEL BAR TRANSOM TUBE STEEL TURNBUCKLE TYPICAL UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY V-JOINT VAPOR BARRIER VARNISH VENEER VERTICAL VERTICAL GRAIN VINYL VINYL BASE VINYL COMPOSITION TILE VINYL FABRIC VINYL TILE VITREOUS CLAY PIPE VITREOUS CLAY TILE WAINSCOT WALL HUNG WATER CLOSET WATER HEATER WATERPROOFING WATER RESISTANT WATERSTOP WEATHERSTRIP, (ING) WELDED WIRE FABRIC WEST WHEEL STOP WATER HAMMER ARRESTOR WIDTH, WIDE WINDOW WIRED GLASS WIRE MESH WITHOUT WOOD WROUGHT IRON **NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT**GENERAL NOTES**GENERAL NOTES APPLY TO ALL CONSTRUCTION DOCUMENTS** 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. A. GENERAL ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS AS REQUIRED. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND SHORING TO ENSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND CONTRACTOR PROVIDED MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF OCCUPANCY. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE CONSTRUCTION PROJECT MANAGER BEFORE PROCEEDING WITH THAT WORK. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE GENERAL CONTRACTOR PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE CONSTRUCTION PROJECT MANAGER. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT OR ENGINEER OF RECORD. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE ARCHITECT OR ENGINEER OF RECORD. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTIONS WILL BE MADE, UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAL MATERIAL SPECIFIED AND APPROVED IN WRITING BY THE CONSTRUCTION PROJECT MANAGER AND THE ARCHITECT OR ENGINEER OF RECORD WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE CONSTRUCTION PROJECT MANAGER AND GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. RESPONSIBILITY OF CONTRACTORS: EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE RESPONSIBLE FOR WORKMANSHIP AND MATERIALS. EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE RESPONSIBLE FOR THE CARE AND PROTECTION OF HIS OWN WORK AND MATERIALS. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THE CONSTRUCTION PROJECT MANAGER, A COMPLETE RELEASE OF ALL CLAIMS ARISING OUT OF THIS CONTRACT. 1. 2. 3. 1. 2. 3. 17. PILFERAGE: EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN CONSTRUCTION INCLUDING THOSE ITEMS FURNISHED BY 7- ELEVEN, INC. AND DELIVERED TO THE JOB SITE, TO BE INSTALLED BY THE CONTRACTOR. 7-ELEVEN, INC. WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 19. SCHEDULE OF WORK: THE CONSTRUCTION PROJECT MANAGER WILL STATE TO THE GENERAL CONTRACTOR DURING THE BIDDING PROCESS, THE REQUIRED NUMBER OF CALENDAR DAYS TO COMPLETE THIS WORK. 20. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 21. MATERIALS AND SYSTEMS NOTES ARE TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL OTHER SIMILAR MATERIALS AND SYSTEMS UNLESS NOTED OTHERWISE. THE GENERAL NOTES APPLY TO ALL THE CONSTRUCTION DOCUMENTS. 22. ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. 23. GENERAL CONTRACTOR TO COORDINATE FLOOR AND WALL PENETRATIONS WITH THE CONSTRUCTION PROJECT MANAGER, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING. 24. FOR THE PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS, THE TERM "BY 7-ELEVEN" SHALL MEAN ITEM PROVIDED BY 7-ELEVEN, INC. AND INSTALLED BY CONTRACTOR AS PART OF THE WORK OF THIS CONTRACT. THE TERM "NOT IN CONTRACT" (NIC) SHALL MEAN ITEM PROVIDED AND INSTALLED BY 7-ELEVEN, INC. UNDER SEPARATE CONTRACT. 25. GENERAL CONTRACTOR TO COORDINATE WITH THE CONSTRUCTION PROJECT MANAGER FOR ALL ROOF PATCHWORK, REPAIR, AND/OR REPLACEMENT. B. DIMENSIONING ALL DIMENSIONS ARE IN FEET-INCHES UNLESS NOTED OTHERWISE. DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. C. MISCELLANEOUS SEAL EXTERIOR JOINTS AROUND DOORS, WINDOWS AND LOUVER FRAMES AND AT PENETRATIONS OF MECHANICAL, ELECTRICAL AND PLUMBING ELEMENTS TO PREVENT AIR AND WATER LEAKAGE. ISOLATE DISSIMILAR METALS EFFECTIVELY FROM EACH OTHER TO PREVENT ELECTROLYTIC ACTION. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL AND PLUMBING VALVES. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. A. B. C. D. E. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS AND EQUIPMENT, AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. AN GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUB-CONTRACTORS SHALL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION OF ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF DRAWINGS AND SPECIFICATIONS. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS, ERRORS, AMBIGUITIES, OR DISCREPANCIES THAT THE CONTRACTOR HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT WILL ISSUE A WRITTEN RESPONSE. GENERAL CONTRACTOR SHALL AMEND AND MAKE GOOD AT HIS OWN COST ANY DEFECTS OR OTHER FAULTS IN HIS SUB-CONTRACTOR WORKMANSHIP AND/OR SUPPLIED MATERIALS. EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS AND VERIFICATIONS AS HE DEEMS NECESSARY AND FAMILIARIZE HIMSELF WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS PROPOSAL RESULTING FROM HIS FAILURE TO DO SO. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. BID SHALL INCLUDE ALL MATERIALS, PRODUCTS, ETC. INDICATED IN THESE CONTRACT DOCUMENTS. SUBSTITUTIONS OF ANY MATERIAL, PRODUCT, ETC. IS NOT ACCEPTABLE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TO BID DISQUALIFICATION. REFER TO SPECIFICATIONS FOR SUBSTITUTION PROCEDURE. PROVIDE SEPARATE ITEMIZED LIST FOR ALL WORK (LABOR & MATERIALS & OVERHEAD ASSOCIATED WITH THE FOLLOWING ITEMS: FLOOR FINISHES. CONC SLAB CUTTING & PATCHING CEILINGS. LIGHTING. HVAC. BID NOTES NO.DATE DESCRIPTION FE C CALCULATIONS LOT COVERAGE: SITE AREA = 157,868 SF. 3,000 SF BLDG OCCUPIES 2% OF THE SITE. ADDITIONAL BLDGS ON THE SITE ARE SHELL (1,080 SF), CAR WASH (836 SF), STARBUCKS (2,596 SF), AUTOGLASS (10,000 SF). TOTAL LOT COVERAGE IS 11%. DENSITY: EXISTING BLDG. NO NEW RESIDENTAIL UNITS ADDED. SETBACKS: SEE PLAN, THIS SHEET. EXISTING BUILDING CONFORMS TO ALL MIN. SETBACKS AND EXCEEDS THE MAXIMUM 20' FRONT SETBACK. LANDSCAPING: REFER TO LA/CIVIL DWGS. 15 SF OF PERIMETER PLANTING REQ'D PER SPACE. ~ 33 NEW AND EXISTING SPACES = 495 SF REQUIRED. ~9,000 SF PROVIDED. MECHANICAL SCREENING: SEE SECTION, THIS SHEET. PARKING: ~9 NEW COMPACT SPACES. 29 SPACES TOTAL. WASTE: 3,000 SF BLDG @ 10 SF / 1,000 SF = 30 SF. 50 SF+ PROVIDED RECYCLING: 3,000 SF BLDG @ 5 SF / 1,000 SF = 15 SF. 50 SF+ PROVIDED DRIVE-THROUGH: 3,000 SF BLDG X 25% = 750 SF DINING AREA REQ'D FOR THE WINDOW TO QUALIFY AS ACCESSORY. 890 SF AREA PROPOSED. SEE PLAN, THIS SHEET. MAIN ENTRANCE 6 E X I S T I N G S T A L L S 5 E X I S T I N G S T A L L S 4 EXISTING STALLS 5 EXISTING STALLS N E W , C O M P A C T S T A L L S 24'-0"18'-0"9'-6" PROPERTY LINE PROPERTY LINE 61'-0" 85 ' - 6 " 85'-6" ENTRANCE CAR STACKING CA R S T A C K I N G 16'-0" 23 ' - 0 " 9 ' - 0 " MECH EQUIP. (BY TENANT) 108THREAR LOT 35'-0"5' - 0 " SIGHTLINE 2' - 6 1 / 8 " SIDEWALK ELEV. 399' PROP. LINE A2.1 1 2'-0"8'-6"2'-0"8'-6"8'-0"14'-0"8'-0" 29 ' - 0 " 8' - 6 " 2' - 0 " 5'-0" 14 ' - 0 " 8' - 0 " 31'-6"25'-0" 33 ' - 0 " 11 ' - 6 " 9' - 0 " 5' - 0 " 8' - 6 " 2'-0" 890 SF DINING (SEPARATE PERMIT) OUTDOOR DINING AREA (UNDER SEPARATE PERMIT)PLANTING AREA PLANTING ELEMENTS 4'-6" 4'-6" CANOPY W/INTEGRAL LIGHTING CANOPY W/INTEGRAL LIGHTING PLANTING AREA MITIGATES EXISTING BLANK WALL CONDITION MATERIAL/COLOR CHANGE MITIGATES EXISTING BLANK WALL CONDITION EXISTING BLANK WALL CONDITION IS NOT CLEARLY VISIBLE FROM THE STREET OR PEDESTRIAN PATHWAYS ARTWORK MITIGATES EXISTING BLANK WALL CONDITION 33 ' - 0 " NEW, 2 FT MODULATION EXISTING 5 FT MODULATION 39 ' - 6 " 51'-6" 230 SF BATHROOMS (SEPARATE PERMIT) 1,390 SF KITCHEN (SEPARATE PERMIT) MECH (SEPARATE PERMIT) MECH (SEPARATE PERMIT) 4 G0.6 REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET G0.6 ZONING KRG24001 CD KLL 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/8" = 1'-0" FLOOR PLAN1 1" = 20'-0" SITE PLAN3 3/32" = 1'-0" ROOFTOP EQUIPMENT SCREENING DIAGRAM4 NEIGHBORHOOD DETAIL MAP NO.DATE DESCRIPTION IN COMPLIANCE WITH CITY OF RENTON STANDARDS CO V E R S H E E T CHIPOTLE RENTON LOCATED IN RENTON, WA LOT Y OF KING COUNTY BOUNDARY LINE ADJUSMENT NO. L07L0040 REC 2007082290006 - LOCATED IN NE 1/4 OF NW 1/4 OF 32-23-05 SITE MAP VICINITY MAP NORTHNTS AB - AGGREGATE BASE AC - ASPHALT AHJ - AUTHORITY HAVING JURISDICTION BC - BACK OF CURB BS - BOTTOM OF STAIR BLDG - BUILDING BW - BACK OF WALK CAB - COMPACTED AGGREGATE BASE CB - CATCH BASIN CF - CURB FACE C/L - CENTERLINE CONC.- CONCRETE CONST.- CONSTRUCT, CONSTRUCTION CSG - COMPACTED SUBGRADE DF - DEEPENED FOOTING DI - DRAIN INLET DW - DOMESTIC WATER E - EAST EG - EDGE OF GUTTER ELEC - ELECTRIC EP - EDGE OF PAVEMENT FF - FINISHED FLOOR FG - FINISHED GRADE FL - FLOW LINE FS - FINISHED SURFACE FW - FIRE WATER G - GAS GB - GRADE BREAK HP - HIGH POINT INV - INVERT IRR - IRRIGATION WATER JS - JUNCTION STRUCTURE LP - LOW POINT MH - MANHOLE N - NORTH PCC - PORTLAND CEMENT CONCRETE P/L - PROPERTY LINE PUE - PUBLIC UTILITY EASEMENT PVC - POLYVINYL CHLORIDE R - RADIUS OR RIDGE RD - ROOF DRAIN RW - RECLAIMED WATER R/W - RIGHT-OF-WAY S - SEWER OR SOUTH SD - STORM DRAIN STA - STATION SS - SANITARY SEWER SPPWC - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SW - SIDE WALK T - TELEPHONE TC - TOP OF CURB TS - TOP OF STAIR VIF - VERIFY IN FIELD W - WATER OR WEST XXX.XX - PROPOSED ELEVATION (XXX.XX)- EXISTING ELEVATION ABBREVIATIONS LAND DISTURBING ACTIVITY EXISTING IMPERVIOUS SURFACE 0.67 AC NEW IMPERVIOUS SURFACE 0.00 AC REPLACED IMPERVIOUS SURFACE 0.08 AC NATIVE VEGETATION CONVERTED TO LAWN OR LANDSCAPING 0.04 AC TOTAL LAND DISTURBANCE 0.15 AC UNDISTURBED AREA 0.70 AC EARTHWORK QUANTITIES CUT FILL 10 CY 150 CY DRAWING INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 DEMO PLAN C3.0 TESC PLAN C3.1 TESC DETAILS 1 C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C6.0 UTILITY PLAN C7.0 DETAIL SHEET 1 L0.0 COVER L1.0 MATERIALS PLAN L5.0 LANDSCAPE PLAN PROJECT TEAM PARCEL NO: 3223059065 ACRES: 3.62 AC PROPERTY ZONING: COMMERCIAL ARTERIAL (CA) CURRENT PROPERTY USE:EXISTING BANK WITH DRIVE-THRU PROJECT INFORMATION UTILITY PURVEYORS WATER:SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 DRAINAGE:CITY OF RENTON 425-430-7339 SEWER: SOOS CREEK WATER & SEWER DISTRICT 253-630-9900 ELECTRIC:PUGET SOUND ENERGY 888-225-5773 NATURAL GAS:PUGET SOUND ENERGY 888-225-5773 SURVEY NOTES DEVELOPER TONY HALSEY, PE KITE REALTY GROUP 30 S MERIDIAN ST, SUITE 1100 INDIANAPOLIS, IN 46204 317-713-5653 CIVIL ENGINEER CHRIS MILLER, PE KIMLEY-HORN 1201 3RD AVE, SUITE 2800 SEATTLE, WA, 98101 206-745-9976 LANDSCAPE ARCHITECT ALAN MCWAIN KIMLEY-HORN 1201 3RD AVE, SUITE 2800 SEATTLE, WA, 98101 206-536-2735 ARCHITECT BILL BARTON PM DESIGN GROUP 19401 40TH AVE WEST, SUITE 420 LYNWOOD, WA 98036 425-405-7747 LOT Y OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. LO7L0040, ACCORDING TO THAT BOUNDARY LINE ADJUSTMENT RECORDED AUGUST 22, 2007 UNDER RECORDING NO. 20070822900006, IN KING COUNTY, WASHINGTON. PROJECT LOCATION 10 8 T H A V E S E PROJECT LOCATION 10 8 T H A V E S E SCALE: NTS 17803 & 17805 108TH AVE SE, RENTON, WA, 98055 C1.0 1/23/25 1 12 COVER SHEET CHIPOTLE 108TH AVE SE IN COMPLIANCE WITH CITY OF RENTON STANDARDS GE N E R A L N O T E S EROSION & SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYER TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. SURFACE WATER STANDARD PLAN NOTES 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: 14.1.RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. 14.2.ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. 14.3.ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 18.1.4 - 8 INCH ROCK / 40 - 70% PASSING; 18.2.2 - 4 INCH ROCK / 30 - 40% PASSING; AND 18.3.LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. SOOS CREEK WATER & SEWER DISTRICT WATER NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3.PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4.FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE DEVELOPER'S/CONTRACTORS EXPENSE. 5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6.NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRECONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTION TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. SOOS CREEK WATER & SEWER DISTRICT SEWER NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT"/ 2.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3.PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4.FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6.NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7.ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11.CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12.EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13.ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. C1.1 1/23/25 2 12 GENERAL NOTES CHIPOTLE 108TH AVE SE 10 8 T H A V E S E PRIVATE ROAD IN COMPLIANCE WITH CITY OF RENTON STANDARDS LEGEND PROPERTY LINE EASEMENT SAWCUT LIMITS APPROXIMATE LIMITS OF WORK PAVEMENT TO BE REMOVED SIDEWALK TO BE REMOVEDDE M O P L A N C2.0 NORTH REMOVE EXISTING CONCRETE CURB. DEMOLITION KEYNOTES PROTECT IN PLACE EXISTING MONUMENT SIGN AND POWER CONDUIT REMOVE EXISTING WHEELSTOP. RELOCATE EXISTING FIRE HYDRANT. RELOCATE EXISTING WATER METER, SEE UTILITY PLAN FOR DETAIL. DEMO NOTES 1.THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2.CONTRACTOR IS TO RESTORE ALL OFF-SITE DISTURBED AREAS TO EXISTING CONDITIONS AFTER CONSTRUCTION. 3.LOCATIONS OF EXISTING UTILITIES ARE FOR REFERENCE ONLY. CONTRACTOR IS TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVE UTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY-RELATED WORK. 5.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DOCUMENT THE SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 6.DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO BE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TO OTHER SITE DEMOLITION IN FULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THE REQUIREMENTS OF THE UTILITY HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE UTILITY, PAYMENT OF ASSOCIATED FEES AND PROCUREMENT OF ALL NECESSARY PERMITS. 7.PRIOR TO REMOVAL OF MATERIALS OVER EXISTING UTILITY SYSTEMS, THE CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS AND, IF DIFFERENT FROM CONDITIONS AS REPRESENTED ON THE PLANS, NOTIFY THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTIONS AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 8.THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO EXISTING ON-SITE UTILITY DISTRIBUTION FACILITIES THAT ARE TO REMAIN. ACTIVE UTILITY DISTRIBUTION FACILITIES ENCOUNTERED DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 9.DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DOCUMENT THE SAME AND FORWARD THE INFORMATION TO THE RESIDENT ENGINEER / OWNER'S REPRESENTATIVE, AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 9.CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. ANY PAVEMENT REPLACEMENT WITHIN THE RIGHT-OF-WAY SHALL MATCH THE EXISTING PAVEMENT SECTION UNLESS OTHERWISE INDICATED. 10.FOR ALL UTILITIES TO BE RELOCATED, THE SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER. 11.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 2/6/25 3 12 DEMO PLAN CHIPOTLE 108TH AVE SE PROPERTY LINE 10 8 T H A V E S E PRIVATE ROAD IN COMPLIANCE WITH CITY OF RENTON STANDARDS LEGEND PROPERTY LINE EASEMENT APPROXIMATE LIMITS OF WORK STORM DRAIN INLET FILTER PROTECTION (216.30) 6' HT CHAIN-LINK FENCE WITH CONSTRUCTION ENTRANCE GATE SAWCUT LIMITS REMOVE EXISTING PAVEMENT REMOVE EXISTING SIDEWALK TE S C P L A N C3.0 NORTH C3.0 2/5/25 4 12 TESC PLAN CHIPOTLE 108TH AVE SE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE S C D E T A I L S 1 C3.1 2/5/25 5 12 TESC DETAILS 1 CHIPOTLE 108TH AVE SE PROPERTY LINE PROPERTY LINE PEDESTRIAN PATH WITH SPEED TABLE OLDCASTLE GGI-1500 1500-GAL GREASE INTERCEPTOR (2) BIKE RACKS PARKING FOR 4 BIKES TRASH ENCLOSURE PROPOSED SERVICE RAMP "EXIT ONLY - DO NOT ENTER" SIGN "DRIVE THRU ONLY" SIGN "EXIT ONLY" SIGN "STOP" SIGN DETECTABLE WARNING STRIP AT BOTH ENDS OF DRIVE AISLE CROSSING PROPOSED BUILDING OVERHEAD, TYP PROPOSED CONDUIT, TYP. 4" WIDE LANE LINE PEDESTRIAN CROSSWALK STRIPING PEDESTRIAN CROSSWALK STRIPING PEDESTRIAN CROSSWALK STRIPING PARKING STRIPE (TYP.) PERPENDICULAR CURB RAMP ADA PARKING SIGNS SITE FENCE PROPOSED FRONTAGE IMPROVEMENTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS PARKING COUNTS EXISTING PROPOSED SQUARE FOOTAGE STANDARD VEHICLE PARKING 18 22 3,564 SF (18'X9') COMPACT VEHICLE PARKING 8 4 480 SF (15'X8') ADA PARKING 2 2 324 SF (18'X9') BICYCLE PARKING 0 4 0 SF LEGEND PROPERTY LINE SETBACK LINE EASEMENT 6" CONCRETE CURB PAVEMENT MARKINGS CONCRETE PAVEMENT PROPOSED ASPHALT PROPOSED ROCKERY PROPOSED BIKE RACK PROPOSED WATER METER PROPOSED OVERHEAD CLEARANCE BAR SI T E P L A N NORTH C4.0 2/12/25 6 12 SITE PLAN CHIPOTLE 108TH AVE SE 389.18 389.18 388.45 389.30 388.36389.18 399.37 399.44 399.59 399.65 399.48 399.53 393.51 TW 393.50 TW 391.10 TW 393.15 TW 391.95 BW 390.13 BW 390.66 BW 390.22 BW 390.10 389.70 ME 390.02 389.47 ME 389.80 ME 390.11390.09 389.54 ME 391.35 ME390.95 ME 388.21 ME 385.58 ME 386.56 ME 385.21 ME IN COMPLIANCE WITH CITY OF RENTON STANDARDS GRADING & DRAINAGE NOTES 1.ADA ACCESSIBLE SPACES ARE DESIGNED TO HAVE A MAXIMUM SLOPE OF 2.0% IN ANY DIRECTION. 2.THE PROPOSED ACCESSIBLE PATH SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE A MAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. 3.CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUND UTILITIES PRIOR TO PLACEMENT OF ANY PAVEMENT AND NOTIFY KIMLEY-HORN IF ANY CONFLICTS EXIST. 4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENT ELEVATION UNLESS OTHERWISE SPECIFIED. PROPERTY LINE EXISTING CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK PROPOSED SPOT ELEVATION EXISTING SEWER CLEANOUT GRADING LEGEND XXX.XX SPOT ELEVATION LEGEND BC BOTTOM OF CURB BW BOTTOM OF WALL HP HIGH POINT LP LOW POINT TC TOP OF CURB TW TOP OF WALL ME MATCH EXISTING SW SIDEWALK GR A D I N G A N D D R A I N A G E P L A N NORTH C5.0 2/6/25 7 12 GRADING AND DRAINAGE PLAN CHIPOTLE 108TH AVE SE PROPERTY LINE PROPERTY LINE PROPOSED 2" DOMESTIC WATER LINE PROPOSED SEWER LINE PROPOSED OLDCASTLE GGI-1500 1500-GAL GREASE INTERCEPTOR PROPOSED 2" WATER METER PROPOSED CONNECTION TO 2" GAS MAIN PROPOSED GAS SERVICE PROPOSED FIRE HYDRANT PROPOSED CONDUIT ROUTING PROPOSED START OF UNDERGROUNDING OF EXISTING POWER LINE PROPOSED END OF UNDERGROUNDING OF EXISTING POWER LINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY LEGEND PROPERTY LINE PROPOSED PVC SANITARY SEWER PIPE PROPOSED 2" WATER PIPE PROPOSED ELECTRICAL SERVICE LINE PROPOSED FIRE HYDRANT ASSEMBLY (PER DETAIL NO 310.1, SEE SHEET C7.0) EXISTING SANITARY SEWER CLEANOUT PROPOSED 2" WATER METER (PER DETAIL NO 320.2, SEE SHEET C7.0) UT I L I T Y P L A N NORTH C6.0 2/12/25 8 12 UTILITY PLAN CHIPOTLE 108TH AVE SE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DE T A I L S H E E T 1 C7.0 1/22/25 9 12 DETAIL SHEET 1 CHIPOTLE 108TH AVE SE EXISTING TREE CREDITS EXISTING TOTAL: 42 CREDITS NEW TREE CREDITS 12 MEDIUM TREES X 1 CREDIT = 12 CREDITS COMPLETE TOTAL: 54 CREDITS *REQUIRED: 20 CREDITS EXISTING TOTAL: 42 CREDITS NEW TREE TOTAL: 12 CREDITS #NAME CREDIT 749 DOUGLAS FIR 7 750 DOUGLAS FIR 6 751 DOUGLAS FIR 7 752 DOUGLAS FIR 7 753 DOUGLAS FIR 7 754 DOUGLAS FIR 8 RB RB RB RB RB RB RB RB RB RB RB RB750 749 751 752 753 754 BLDG TRASH EXISTING TREE IN COMPLIANCE WITH CITY OF RENTON STANDARDS NORTH PROPERTY LINE CO V E R Sheet List Table Sheet Number Sheet Title L0.0 COVER SHEET L1.0 MATERIALS PLAN L5.0 LANDSCAPE PLAN PRIVATE ROAD 10 8 T H A V E S E RL SE L0.0 1/22/25 10 12 COVER CHIPOTLE 108TH AVE SE PLANTING POTS PER ARCHITECT SYMBOL CODE DESCRIPTION QTY EXISTING LANDSCAPE TO REMAIN 5,852 SF 12 FURNISHINGS SPORTWORKS WESTPORT BLACK BIKE RACK 2 32 EXTERIOR IMPROVEMENTS LANDSCAPE BARK MULCH SUNSET MATERIALS, WOOD MULCH, 425-226-4140 43.7 CY TREE ROOT BARRIER DEEP ROOT, ROOT BARRIER UB-24 87 LF 10-00 12-93-00 32-91-00 RB 32-94-00 REFERENCE NOTES SCHEDULE RB RB RB RB RB RB RB RB RB RB RB RB 12-93-00 32-94-00 32-91-00 00-00 MA T E R I A L S P L A N IN COMPLIANCE WITH CITY OF RENTON STANDARDS PRIVATE ROAD 10 8 T H A V E S E PROPERTY LINE RL SE L1.0 1/22/25 11 12 MATERIALS PLAN CHIPOTLE 108TH AVE SE NORTH PLANTING POTS PER ARCHITECT SYMBOL QTY BOTANICAL NAME COMMON NAME CONT PARKING LOT BUFFER TREE 2 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEY LOCUST B & B STREET TREE 10 TILIA TOMENTOSA SILVER LINDEN B & B SYMBOL QTY BOTANICAL NAME COMMON NAME CONT DECIDUOUS SHRUBS 36 SPIRAEA X BUMALDA `WALBUMA`MAGIC CARPET SPIREA EVERGREEN SHRUBS 16 DAPHNE X BURKWOODII `SOMERSET`SOMERSET DAPHNE 66 LONICERA NITIDA BOX LEAF HONEYSUCKLE 15 MAHONIA REPENS CREEPING MAHONIA 38 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL ORNAMENTAL GRASSES 6 HAKONECHLOA MACRA JAPANESE FOREST GRASS SYMBOL QTY BOTANICAL NAME COMMON NAME CONT GROUND COVERS 2,636 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK PLANT SCHEDULE RB RB RB RB RB RB RB RB RB RB RB RB750 749 751 752 753 754 BLDG TRASH EXISTING TREE SYMBOL CODE DESCRIPTION QTY EXISTING LANDSCAPE TO REMAIN 5,852 SF 12 FURNISHINGS SPORTWORKS WESTPORT BLACK BIKE RACK 2 32 EXTERIOR IMPROVEMENTS LANDSCAPE BARK MULCH SUNSET MATERIALS, WOOD MULCH, 425-226-4140 43.7 CY TREE ROOT BARRIER DEEP ROOT, ROOT BARRIER UB-24 87 LF 10-00 12-93-00 32-91-00 RB 32-94-00 REFERENCE NOTES SCHEDULE 00-00 4-4-070 LANDSCAPE REQUIREMENTS REQUIRED PROVIDED RIGHT OF WAY LANDSCAPING -10 FEET OF ON SITE LANDSCAPING IS REQUIRED ALONG 10 FEET 11 FEET ALL PUBLIC STREET FRONTAGES PERIMETER PARKING LOT LANDSCAPING -10 FEET OF PERIMETER PARKING LOT LANDSCAPING 10 FEET 10 FEET MEASURED IN FROM ROW -1 TREE PER 30 LINEAL FEET OF STREET FRONTAGE 6 TREES 5 TREES* (155 LF / 30) -1 SHRUB PER 20 SQUARE FEET OF LANDSCAPED AREA 70 SHRUBS 70 SHRUBS (1,387 SF / 20) INTERIOR PARKING LOT LANDSCAPING -1 TREE FOR EVERY 6 PARKING SPACES 2 TREES 2 TREES (11 PROPOSED NEW SPACES / 6) -1 SHRUB PER 20 SQUARE FEET OF LANDSCAPED AREA 57 SHRUBS 39 SHRUBS* (1,135 SF / 20) -NO MORE THAN 50 FEET BETWEEN PARKING STALL AND NO MORE THAN 50 FEET YES INTERIOR PARKING LOT LANDSCAPE AREA -15 SF OF LANDSCAPED AREA PER PARKING SPACE 165 SF 886 SF (15 SF X 11 SPACES) *NOT FEASIBLE OR UTILITY OBSTRUCTION LA N D S C A P E P L A N IN COMPLIANCE WITH CITY OF RENTON STANDARDS PRIVATE ROAD 10 8 T H A V E S E RL SE L5.0 1/22/25 12 12 LANDSCAPE PLAN CHIPOTLE 108TH AVE SE NOT SHOWN ON THIS PLAN FOR GRAPHIC CLARITY NORTH PROPERTY LINE SEASONAL COLOR 3 1 B 2 A 5'-1 1/2" REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET D1.0 EXISTING FLOOR PLAN KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" PREDEMOLITION FLOOR PLAN1 NO.DATE DESCRIPTION D2.01 D2.1 2 D2.1 1 D2.0 2 EXISTING SLAB TO REMAIN REMOVE SLAB FOR NEW FOOTING, REF STRUCTURAL REMOVE DRIVE-THROUGH INFRASTRUCTURE, REF CIVIL EXISTING BEARING WALL TO REMAIN RELOCATE DOWNSPOUT; REF CIVIL REPAIR SIDEWALK AT COLUMNS; REF CIVIL DEMO FOR FOOTING PER STRUCT REMOVE CONC. PER CIVIL / LANDSCAPE EXISTING MEZZ FRAMING TO REMAIN. GC TO V.I.F. EXACT LOCATIONS. 6' - 7 " 4x4 STL POST TO REMAIN 4x4 STL POST TO REMAIN • • • • • • • • • • • • • • • • • SECURE BUILDING FROM VANDALISM. TAKE ALL MEASURES NEEDED TO PREVENT WEATHER RELATED DAMAGE, INCLUDING BUT NOT LIMITED TO DRAINING OF ALL WATER. PRIOR TO START OF WORK VERIFY LOAD BEARING NATURE OF AFFECTED ELEMENTS & TAKE APPROPRIATE PRECAUTIONS. SHORING AND BRACING ARE THE RESPONSIBILITIES OF THE G.C. REFER TO M, E, & P DRAWINGS FOR RELATED DEMOLITION REQUIREMENTS. WATER METER TO REMAIN. CAP OFF ALL PLUMBING LINES WHICH ARE NOT TO BE REUSED AS DIRECTED BY CONSTRUCTION PROJECT MANAGER FLUSH W/ ADJACENT SURFACES. SAFE OFF ALL UNUSED ELECTRICAL WIRES AND CONDUITS BACK TO SOURCE. REMOVE ALARM PANELS AND COMPONENTS NOT TO BE REUSED. REMOVE ANY EXCESS WIRES, STRINGS, CLIPS, ETC. FROM CEILING. REMOVE UNUSED PHONE EQUIPMENT AND RELATED WIRING NOT TO BE REUSED. NOTHING TO BE ABANDON IN PLACE. - AT THE END OF DEMOLITION, SPACE SHALL BE CLEAN, AND BARE DOWN TO SUBSTRATES, STRUCTURE AND WALLBOARD, READY FOR NEW CONSTRUCTION AND FINISHES UNDER SEPARATE CONTRACT. LANDLORD SHALL DEMOLISH AND REMOVE ALL INTERIOR FIXTURES, FLOOR FINISHES, DUCTWORK, CEILING SYSTEMS, CONDUITS AND ROOF TOP HVAC UNITS. PREMISE IS TO BE FREE AND CLEAR OF ANY TRADE FIXTURES AND DELIVERED BROOM CLEAN. LANDLORD SHALL: 1) REPAIR ANY DAMAGED FIRE RATED WALL ASSEMBLIES AND RETURN THE ASSEMBLY TO MEET LOCAL CODES FOR TENANT ’S INTEND USE 2) ADDRESS ANY BUILDING STRUCTURAL CONCERNS INCLUDING BUT NOT LIMITED TO FLOOR STRUCTURE, EXTERIOR WALL STRUCTURE, AND EXISTING CEILING / ROOF STRUCTURE 3) REPAIR ANY DAMAGED GLASS OR STOREFRONT SYSTEMS AND ENSURE THE SYSTEM(S) ARE WATER TIGHT 4) PATCH ROOF STRUCTURE/ROOFING AS NEEDED TO ENSURE A WATER TIGHT MEMBRANE IS PROVIDED AND NO LEAKS ARE PRESENT WITHIN THE LEASED PREMISES 5) REMOVE ALL EXISTING SIGNAGE, REPAIR AND REPLACE ANY DAMAGED AREAS AND PAINT/COVER TO MATCH EXISTING FINISHES. GENERAL DEMOLITION NOTES EXISTING CONCRETE SLAB, FLOOR OR ROOF TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET D1.3 DEMO - FLOOR PLAN KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" DEMOLITION PLAN1 WALL DEMO LEGEND NO.DATE DESCRIPTION 3 0 . 0 0 ' 50.00' 387.18')R1) N88°09'32"E N0 1 ° 2 6 ' 1 3 " E 13 7 9 . 6 5 ' ( R 1 & M ) 678.12' 40 5 . 8 1 ' 50.00' 50.00' 12 0 . 2 0 ' 17 5 . 5 2 ' "SHELL" SIGN W/ POWER COMMERCIAL AIR MACHINE "PEDESTRIANS AHEAD/107TH PL SE/PRIVATE RD" "DO NOT BLOCK INTERSECTION" TRASH ENCLOSURE COLUMN FOR ROOF OVERHANG METAL HANDRAIL LOT Y KCBLA L07L0040 REC. NO. 20070822900006 TPN:3223059065 (157,870 S.F.) 10658 SE 180TH ST RENTON, WA. 98055 10650 SE 180TH ST RENTON, WA. 98055 10640 SE 180TH ST RENTON, WA. 98055 CONCRETE MASONRY BLDG BASE FOR SIGN (W/ POWER)TRASH ENCLOSURE COLUMN FOR ROOF OVERHANG "STARBUCKS" (W/ POWER) CONCRETE WALL COMMERCIAL VACUUM TRASH ENCLOSURE DIRT FOOT PATH DRIVE THRU SPEAKER SYSTEM (W/ POWER) DRIVE THRU MENU (W/ POWER)17901 108TH AVE SE RENTON, WA. 98055 CONCRETE MASONRY BLDG 17941 108TH AVE SE RENTON, WA. 98055 CONCRETE MASONRY BLDG CO N C R E T E M A S O N R Y BL D G HANDRAIL 10"D FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA FTA SD PST PST "LOST SIGNAL" (POWER UTILITY PAINT) "LOST SIGNAL" (POWER UTILITY PAINT) SD SD 14"P T R A S H E N C L O S U R E 12"P "LOST SIGNAL" (TEL. UTILITY PAINT) TBM 'A' EL=393.34' TBM 'B' EL=387.28 TBM 'C' EL=400.77 KING COUNTY MONUMENT NO. 3810FOUND PUNCH IN 2" BRASS DISCIN CONCRETE MONUMENT IN CASE,0.5' BELOW RIM(5/9/2017) FOUND TACK IN LEAD IN 3"X3" CONCRETE MONUMENT IN CASE, 0.6' BELOW RIM (5/9/2017) VAULT FOR UNKNOWN UTILITY CARWASH KIOSK WIP GATE CONCRETE WALL 6'CLFNC GATE ME D I A N C U R B MEDIAN CURB CONCRETE WALL CONCRETE WALL GATE SE 180TH ST 10 8 T H A V E S E LCL LCL "LOST SIGNAL" (GAS UTILITY PAINT) LCL LCL SITE PLAN KEYNOTES HANDICAP STALL AND RAMP, SEE CIVIL DRAWINGS FOR GRADING.1 EXISTING AND NEW PROPERTY LINE PER CIVIL DRAWINGS2 MONUMENT SIGNAGE UNDER SEPARATE PERMIT, SEE ELECTRICAL DRAWINGS3 PARKING, SEE CIVIL DRAWINGS.4 NOT USED5 (E) RAMP6 ACCESSIBLE PEDESTRIAN PUBLIC RIGHT OF WAY SITE ACCESS, SEE CIVIL DRAWINGS7 (E) ADA PARKING SIGN, REF ACCESIBILTY SHEETS8 ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS9 MAIN ENTRY DOOR10 ENTRY/EXIT DOOR11 WHEEL STOP14 BIKE RACKS, REF CIVIL15 6" PIPE BOLLARD REF A0.216 EXISTING YARD LIGHTS TO REMAIN, REF CIVIL18 TRASH ENCLOSURE19 DRIVE UP PICK UP WINDOW26 NOT USED27 NOT USED32 NOT USED33 NOT USED34 DIRECTIONAL SIGNAGE. UNDER SEPERATE PERMIT.35 RIGHT OF WAY IMPROVEMENTS PER CIVIL PLANS.36 NOT USED37 NOT USED40 GREASE INTERCEPTOR PER CIVIL & PLMB41 NOT USEDU-3 NOT USEDU-4 2 6 4 8 3 5 41 MAIN ENTRANCE ENTRANCE 6 E X I S T I N G S T A L L S 5 E X I S T I N G S T A L L S 4 EXISTING STALLS 5 EXISTING STALLS 8 N E W , C O M P A C T S T A L L S 24'-0"18'-0"9'-6" BIKE RACK (2) REF CIVILPATH OF EGRESS TRAVEL TO PUBLIC WAY EXISTING WALKWAY A0.2 5 REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A0.0 SITE PLAN KRG24001 CD KLL 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1" = 10'-0" SITE PLAN1 10 11 19 14 8 8 18 311 9 7 26 16 16 16 6 NO.DATE DESCRIPTION 1'-6" 2' - 0 " 7" REF. STRUCTURAL CONCRETE REINFORCING BARS, REF STRUCTURAL 4" SAND CUSHION 3' - 0 " 6" MI N I M U M 3' - 6 " 6' - 0 " DIAMETER 1'-6" 1" STL. BOTTOM 1/2" x 14" REBAR ANCHORS THRU PIPE BOTH WAYS REINF'G TOP, BOT. & MIDDLE CROWN FOOTING CONC. (MIN. 3000 PSI @ 28 DAYS) UNO 1'-0" UN O 1' - 0 " 6" STEEL PIPE PAINTED PER PAINT SCHEDULE 6" STEEL PIPE FILLED W/ CONC. - SMOOTH TROWEL CROWN TOP GC SUPPLIED PLAN 18" DIAMETER CONCRETE FOOTING GATE CLOSED POSITION ALIGNED 8" CMU WALL ( FIILED) REF STRUCTURAL MUELLER ENCLOSURE GATE 6" STEEL JAMB POST. CONCRETE FILLED. PAINTED (P-3) PIPE BOLLARD REF 2/A0.2 GA T E O P E N PO S I T I O N 7 5 / 8 " 3" SHIM 20 GA. DARK BRONZE CAP FLASHING, GC SUPPLIED 1/2" APA RATED PLYWOOD PT 2x8 PLATE W/ A.B. PER STRUCT 8" CMU FILL PER STRUCT FINISH AS SCHEDULED T.O. ENCLOSURE FRAMING REF. ELEVATIONS TD1 TEG WT-C 17' - 4" 18' - 8"8 A0.2 A0.2 1 18'-6" 12 ' - 6 " 6" BOLLARDS, FILLED CONC SLAB, SLOPE TO DRAIN CATCH BASIN, REF CIVIL MUELLER T.E. GATES, V.I.F. DIMENSIONS PRIOR TO ORDER 1/2" CANE BOLT ANCHORS, W/ RECEIVING HOLE ON CONC. 8"17'-4"8" TYP. 1'-0" 6' - 4 " 6' - 4 " 3'-6"4'-0"4'-0"4'-0"3'-6" CONC APRON SLAB, REF CIVIL & STRUCT 8' - 0 " 11 1 / 8 " 4" BOLLARDS, FILLED MO 1' - 4 " 3/0 TE FF0' - 0" TE Roof 9' - 0" TE FF 0' - 0" TE Roof9' - 0"2.25:12 6' - 8 " GUTTER & DS 9' - 0 " TE FF0' - 0" TE Roof9' - 0" CONC SLAB PER STRUCT/CIVIL CATCH BASIN PER CIVIL ROOF FRAME PER STRUCT METAL ROOFING 6" BOLLARDS 6"X6" WIRE MESH REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A0.2 TRASH ENCLOSURE DETAILS KRG24001 CD KLL 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 3/8" = 1'-0" DUMPSTER SLAB-FTG7 1/2" = 1'-0" TYPICAL BOLLARD SECTION2 1 1/2" = 1'-0" DETAIL - GATE3 3" = 1'-0" DETAIL - COPING4 1/2" = 1'-0" TRASH ENCLOSURE ENLARGERD PLAN5 3/8" = 1'-0" TRASH ENCLOSURE ELEVATION - SOUTH1 3/8" = 1'-0" TRASH ENCLOSURE ELEVATION - WEST6 3/8" = 1'-0" TRASH ENCLOSURE SECTION8 NO.DATE DESCRIPTION FE C FE C A2.1 2 A2.0 2 A2.1 1 A2.01 1 A3.0 2 A3.0 A6.0 2 A6.0 4 A6.0 3 W01 102 100 E103 SF03 SF04 SF02 SF01 W02 1' - 4 " 4' - 4 " 4' - 4 " 1' - 4 " 9' - 3 1 / 2 " 2 3 3 6 3 1 B 2 A 4 A4.0 2'-0"8'-8"2'-0"8'-8" 2'-0" VI F 4' - 3 1 / 2 " 7' - 1 1 1 / 2 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 7' - 1 1 1 / 2 " 2' - 0 " 4 G0.6 W01 W01 W01 W01 W01 W01 W01 W02 W01 A7.1 2 A7.1 2 21 ' - 1 1 " 1'-11 5/8" 11 ' - 7 3 / 4 " W01 INFILL (E) OPENING W01 INFILL WINDOW 2 8 8 6 6 8' - 8 " 2' - 0 " VIF 60.25" CLR PICK-UP WINDOW VERIFY W/ TENANT 9'-7" 26 ' - 3 1 / 4 " 9' - 6 " COLUMNS & FOOTING PER STRUCT TO SUPPORT EQUIPMENT +/ - V I F 11 ' - 8 1 / 8 " BOLLARD R. O . H O L D 10 ' - 5 " 7 1'-5" +/- COORD. W/T.I. WT06 1'-7 3/4"9'-4 1/2"1'-3 1/2"9'-4 1/2" 9' - 4 1 / 2 " 1' - 7 3 / 4 " A2.0 2 A 4 G0.6 KEYNOTES NOT USED1 PERFERATED, BACKLIT METAL WALL PANELS2 NEW FLOOR SLAB, SEE STRUCTURAL3 ELECTRICAL PANELS, SEE ELECTRICAL SHEETS.4 NOT USED5 DOWNSPOUT, SEE ELEVATIONS SHEET A3.1.6 (E) ROOF ACCESS LADDER AND HATCH; SEE DETAILS A7.2, REUSE EXISTING7 ROOF OVERFLOW DRAIN8 .9 DIMENSION FLOOR PLAN GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION PROJECT MANAGER. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS, AND SITE GRADES PRIOR TO START OF WORK. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. ALL EXTERIOR WALL DIMENSIONS ON THE PLANS UNLESS OTHERWISE NOTED ARE TO OUTSIDE FACE OF SIP, CMU BLOCK OR STRUCTURAL SHEATHING. CONTRACTOR TO PROVIDE AND INSTALL WALL BACKING FOR WALL HUNG FIXTURES AND TOILET ACCESSORIES. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED, MOISTURE RESISTANT WOOD. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED: 5.0 L.B.F. FOR INTERIOR DOORS. ALL DOORS SHALL BE KEYLESS IN DIRECTION OF EGRESS. FIRE EXTINGUISHER: #10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED ON WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E) OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES. THE EXTERIOR GLAZING SHALL BE HIGH-PERFORMANCE, DOUBLE-PANE, GAS FILLED, INSULATED WINDOW SYSTEM. (REFERENCE SHEET A6.1 MATERIALS SPECIFICATIONS FOR MORE INFORMATION) DOORS ARE LOCATED BY THEIR JAMB RELATIVE TO ADJACENT WALLS AND PARTITIONS. DOOR OPENINGS ARE DIMENSIONED TO THE STRIKE OR HINGE FACE OF THE DOOR FRAMES. 1. 2. NOTES: FOR WINDOW AND DOOR INFORMATION; REFERENCE A6.0 WINDOW AND DOOR SCHEDULE. SEE COVER SHEET FOR WASHINGTON STATE ENERGY CODE REQUIREMENTS AND NOTES. REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A1.1 FLOOR PLANS KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" PROPOSED FLOOR PLAN2 1/4" = 1'-0" EXISTING MEZZANINE FLOOR1 NO.DATE DESCRIPTION A2.1 2 A2.0 2 A2.1 1 A2.01 1 A3.0 2 A3.0 3 1 B 2 A 4 A4.0 4 G0.6 8'-8"8'-8" 8' - 8 " 22 ' - 1 0 " 4" / 1'-0" 7" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" 3/8" / 1'-0" 10 ' - 0 " ROOF PLAN KEYNOTES CRICKET W/ TAPERED INSULATION TYP.1 4'-6" DEEP METAL CANOPY SYSTEM W/ INTERGRAL GUTTERS, COLOR TO MATCH STOREFRONT. SAME WIDTH AS STORE FRONT BELOW V.I.F. ATTACH TO BUILDING PER STRUCTURAL 2 NOT USED3 NOT USED4 WALKING PADS: FULL PATH OF TRAVEL TO ALL EQ, INCL. A MINIMUM 30" AROUND MECHANICAL UNIT 5 ROOF ASSEMBLY : R016 ROOF ACCESS REF: REUSE EXISTING HATCH7 SAFETY TIE-OFF ANCHOR, SECURE TO STRUCTURE PER MFG.8 PLUMBING VENT; BY TENANT9 ROOF PLAN GENERAL NOTES 1.CONTRACTOR TO RESERVE SPECIFIED MAPES CANOPY UPON BEING AWARDED THE BID TO ENSURE AVAILABILITY AND TIMELY INSTALLATION. SUBSTITUTIONS ARE NOT PERMITTED. PRE-FINISHED METAL CAP FLASHING10 ROOF DRAIN (TO (E) SS) & OVERFLOW DRAIN (TO DAYLIGHT) - REF PLUMB11 EMERGENCY LIGHTING REF: ELECTRICAL12 CURBS PER 2/A7.2 - TYP13 NOT USED14 RTU, - BY TENANT, REF MECHANICAL SHEETS. CURB BY OWNER15 HOOD EXHAUST - BY TENANT16 MAKE UP AIR - BY TENANT17 REMOTE CONDENSER, BY TENANT, REF: MECHANICAL18 REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A1.4 ROOF PLAN KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" ROOF - PROPOSED1 2 1515 1 9 5 17 18 16 18 5 2 2 2 2 2 8 66 6 6 6 11 11 1 13 13 1313 NO.DATE DESCRIPTION 1 A3.0 EIFS01 - PNT02 BOLLARD (2) PICK-UP WINDOW BA 4 A4.0 CANOPIES. FINISH TO MATCH SF0X OVERFLOW DOWNSPOUT: BRASS COW TONGUE NOZZLE OVERFLOW DOWNSPOUT: BRASS COW TONGUE NOZZLE BIKE RACK, REF CIVIL 3' - 0 " 4' - 1 1 1 / 2 " 3" ABS DOWNSPOUTS, PNT01 12'-10 1/2" 8' - 1 " 2" 2'-0" 2" 3'-0" 2" 1'-0" 2" 2'-0" 2" 3'-0 1/2" A7.0 21PNT01 T.O. PARAPET24' - 10" ? SOFFIT : PNT02 SOFFIT : PNT02 EIFS - PNT01 EQ EQ PVC "V" CONTROL JOINTS 1'-0"1'-6"2'-0"1'-0"1'-6" 10 ' - 0 " EIFS01 - PNT02 PERF. MTL PNL. SURR. FRAME TO MATCH PANEL COLOR. PAINT AREA BEHIND PANELS PNT03. 9" METAL COPING- MATCH COLOR BELOW METAL COPING- MATCH COLOR BELOW METAL COPING- MATCH COLOR BELOW FUTURE SIGN BY TENANT. GC TO PROVIDE BLOCKING AND POWER. (LOCATION AND SIZE MAY VARY) 2 A3.03 12 REPAIR STUCCO & SUBSTRATE AS REQ. METAL AWNING WITH DOWNSPOUT BOLLARD (2) TE FF 0' - 0" STU01 - PNT03 PRF01 9'-9"3'-8"7'-7"3'-6"6'-6" T.O. PARAPET24' - 10" SOFFIT : PNT02 PNT01 METAL COPING - MATCH PNT02 8' - 1 0 " E103 A7.0 21 EIFS CONTROL JOINT 1'-0" 2'-0 1/2" 2" 1'-0" 2" 3'-0" 2" 2'-0" 2"3'-1 1/8"2"2'-0"2" 2"3'-0"2"2'-0"2"1'-0 1/2" A7.0 22 A7.0 22 METAL COPING-MATCH WALL COLOR ? EIFS01 - PNT02 NEW EIFS SYSTEM. STUCCO-LIKE FINISH. PAINTED AS NOTED. PERFORATED METAL PANEL. COLOR TO MATCH SF0X. PRF01 STU01 - PNT03 NEW OR EXISTING STUCCO FINISH. PAINTED AS NOTED. TEXTURE OF NEW TO MATCH EXISTING STUCCO. EIFS - PNT01 NEW OR EXISTING STUCCO FINISH. PAINTED AS NOTED. TEXTURE OF NEW TO MATCH EXISTING STUCCO. ELEVATION NOTES REPAIR ALL DAMAGED (E) STUCCO AND SUBSTRATE PROVIDE PROPER MEMBRANE AND FLASHING TO ENSURE DRAINAGE TO EXTERIOR FINISHES EIFS01: EIFS FINISH - SEE WALL ASSEMBLY. MEDIUM/FINE SAND FINISH. STUC01: STUCCO - SEE WALL ASSEMBLY. MATCH EXISTING TEXTURE/FINISH. PNT01: PAINT/FINISH COLOR = 'KNIGHT'S ARMOR' PPG1001-6 PNT02: PAINT/FINISH COLOR = 'FOG' PPG1010-2 PNT03: PAINT/FINISH COLOR = 'AUTUMN RIDGE' PPG1058-7 PNT04: PAINT/FINISH COLOR = 'STEAMSHIP' PPG0996-5 FLAT, PPG Perma-Crete High Build Acrylic Topcoat 4 -22 Series SF0(x): ALUMINUM STOREFRONT, 'CHARCOAL' PERMAFLOUR. FIXED SYSTEM U- VALUE MAX 0.34. 1" LOW-E GLASS. 2" SIGHTLINE, 4 1/2" DEPTH. FRONT-SET. DOORS SHALL HAVE A MAX. U-VALUE OF 0.60. PICK-UP WINDOW. ALUM. COLOR TO MATCH SF0X. MAX. U-VALUE OF 0.28. EXTERIOR FINISH LEGEND REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A2.0 EXTERIOR ELEVATIONS E & S KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" EAST (108TH) ELEVATION1 1/4" = 1'-0" SOUTH ELEVATION2 NO.DATE DESCRIPTION - PNT01 - PNT01 EXTG FLOOR0' - 0" T.O. STOREFRONT8' - 11" 1 A3.0 B A 4 A4.0 CANOPIES. FINISH TO MATCH SF0X EIFS01 - PNT02 REPAIR & PAINT EXISTING STUCCO. TYP. STUC01 - PNT04 SF02 17803 6" VINYL ADDRESS NUMBERS, VERIFY W/ FIRE MARSHAL3" ABS DOWNSPOUTS, PNT01 8' - 1 0 " PRF01 SOFFIT - PNT02 100 SF01 PVC "V" EIFS CONTROL JOINTS EQ EQ EQ ONE-PIECE STUCCO CONTROL JOINTS WOOD HANDLES BY TENANT MILLWORK SUPPLIER BRAKE METAL. FINISH TO MATCH STOREFRONT A7.0 21 FUTURE SIGN BY TENANT. GC TO PROVIDE BLOCKING AND POWER. (LOCATION AND SIZE MAY VARY) STU01 - PNT03 6'-5" METAL COPING-MATCH WALL COLOR (E) ADA PARKING SIGNS 2 A3.0 312 METAL AWNING STUC01 - PNT04 EIFS01 - PNT02 METAL AWNING PNT04 SF04 SF03 EIFS - PNT01 TE FF0' - 0" 3" ABS DOWNSPOUTS, PNT01BIKE RACKS, PNT01 T.O. PARAPET24' - 10" EIFS - PNT01 EIFS - PNT01 SOFFIT- PNT02 MTL COPING TO MATCH PNT04102 EQ EQ PVC "V" CONTROL JOINTS ONE-PIECE STUCCO CONTROL JOINTS METAL COPING-MATCH WALL COLOR METAL COPING-MATCH WALL COLOR METAL COPING-MATCH WALL COLOR FUTURE SIGN BY TENANT. GC TO PROVIDE BLOCKING AND POWER. (LOCATION AND SIZE MAY VARY) EIFS01 - PNT02 NEW EIFS SYSTEM. STUCCO-LIKE FINISH. PAINTED AS NOTED. PERFORATED METAL PANEL. COLOR TO MATCH SF0X. PRF01 STU01 - PNT03 NEW OR EXISTING STUCCO FINISH. PAINTED AS NOTED. TEXTURE OF NEW TO MATCH EXISTING STUCCO. EIFS - PNT01 NEW OR EXISTING STUCCO FINISH. PAINTED AS NOTED. TEXTURE OF NEW TO MATCH EXISTING STUCCO. ELEVATION NOTES REPAIR ALL DAMAGED (E) STUCCO AND SUBSTRATE PROVIDE PROPER MEMBRANE AND FLASHING TO ENSURE DRAINAGE TO EXTERIOR FINISHES EIFS01: EIFS FINISH - SEE WALL ASSEMBLY. MEDIUM/FINE SAND FINISH. STUC01: STUCCO - SEE WALL ASSEMBLY. MATCH EXISTING TEXTURE/FINISH. PNT01: PAINT/FINISH COLOR = 'KNIGHT'S ARMOR' PPG1001-6 PNT02: PAINT/FINISH COLOR = 'FOG' PPG1010-2 PNT03: PAINT/FINISH COLOR = 'AUTUMN RIDGE' PPG1058-7 PNT04: PAINT/FINISH COLOR = 'STEAMSHIP' PPG0996-5 FLAT, PPG Perma-Crete High Build Acrylic Topcoat 4 -22 Series SF0(x): ALUMINUM STOREFRONT, 'CHARCOAL' PERMAFLOUR. FIXED SYSTEM U- VALUE MAX 0.34. 1" LOW-E GLASS. 2" SIGHTLINE, 4 1/2" DEPTH. FRONT-SET. DOORS SHALL HAVE A MAX. U-VALUE OF 0.60. PICK-UP WINDOW. ALUM. COLOR TO MATCH SF0X. MAX. U-VALUE OF 0.28. EXTERIOR FINISH LEGEND REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A2.1 EXTERIOR ELEVATIONS W & N KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" WEST ELEVATION1 1/4" = 1'-0" NORTH ELEVATION2 NO.DATE DESCRIPTION - PNT01 - PNT01 EXTG FLOOR0' - 0" T.O. STOREFRONT 8' - 11" EX - PARAPET19' - 4" 2 A3.0 A4.0 1 A4.0 14 3 D2.23 12 1' - 1 " (E) TRUSSES T.O. PARAPET24' - 10" EXTG FLOOR0' - 0" T.O. STOREFRONT8' - 11" EX - PARAPET19' - 4" A4.0 3 1 D2.2 2 D2.2 B A 4 A4.0 RTU ROOF ASSEMBLY: RO1 NEW ROOF/ BACK BRACING FRAMING PER STRUCT. (E) ROOF FRAMING NEW PARAPET SYSTEM MECH MEZZANINE 201 W01 W11 3' - 0 " 4 G0.6 W111' - 9 1 / 4 " W01 (N) R-28 INSULATION REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:01/15/25 01219 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : 01/23/25 CONDITIONAL USE PERMIT SET 01/24/25 BUILDING PERMIT SET A3.0 BUILDING SECTIONS KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 9 8 0 5 5 RE D E V E L O P M E N T O F F O R M E R B A N K A T N . B E N S O N C E N T E R KI T E R E A L T Y G R O U P 1/4" = 1'-0" NEW BUILDING SECTION E - W1 1/4" = 1'-0" NEW BUILDING SECTION N -S2 NO.DATE DESCRIPTION GALV. MTL FLASHING. COLOR MATCH TO CANOPY. PROVIDE 1/4" MIN GAP AT WALL FINISH. EIFS WALL PER ASSEMBLY STL PLATE, OUTRIGGERS AND CONNECTIONS BY CANOPY VENDOR PRE-FIN MTL CANOPY LED STRIP LIGHT BEAM PER STRUCTURAL HOUSING FOR LED LIGHTING GALV. MTL FLASHING. COLOR MATCH TO CANOPY. PROVIDE 1/4" MIN GAP AT WALL FINISH. STUCCO WALL PER ASSEMBLY STL PLATE, OUTRIGGERS AND CONNECTIONS BY CANOPY VENDOR PRE-FIN MTL CANOPY LED STRIP LIGHT BEAM PER STRUCTURAL HOUSING FOR LED LIGHTING A7.1 7 SIM PRE-FIN MTL 6" 4" HSS MEMBERS MTL DECKING CLEAT 1" OUTER EDGERETURN EDGES STOREFRONT CONTINUOUS BACKER ROD & SEALANT, BOTH SIDES CONTINUOUS BACKER ROD & SEALANT, BOTH SIDES WRB 1" POLYISO RIGID INSULATION PLYWOOD BRAKE METAL. FINISH TO MATCH STOREFRONT 2x6 TRIMERS. STL POST PER STRUCT. 4" WRB BUTYL PEAL & STICK FLASHING MEMBRANE TAPE PRE-FIN MTL DRIP FLASHING. MATCH WINDOW COLOR. CONTINUOUS BACKER ROD & SEALANT WALL ASSEMBLY PER PLAN EIFS 1/4" GAP WINDOW HEAD WRB BUTYL PEAL & STICK FLASHING MEMBRANE TAPE MTL FLASHING TO MATCH STOREFRONT CONTINUOUS BACKER ROD & SEALANT, BOTH SIDES WALL ASSEMBLY PER PLAN STUCCO 1/2" GAP (1/4" MIN) CASING BEAD W/WEEP HOLES WRB BUTYL PEAL & STICK FLASHING MEMBRANE TAPE MTL TRIM W/HEMMED EDGE TO MATCH STOREFRONT CONTINUOUS BACKER ROD & SEALANT, BOTH SIDES WALL ASSEMBLY PER PLAN STUCCO (N) OR (E) INTERIOR CONC. SLAB AT NEW CONSTRUCTION, INSTALL 1/2" THK. EXPAN. JT. WITH PREMOLDED ASPHALT IMPREGNATED FILLER STOREFRONT CONTINUOUS BACKER ROD & SEALANT, BOTH SIDES AT NEW CONSTRUCTION, INSTALL 20 GA. SS SILL FLASHING WITH HEMMED EDGE AND END DAMS TO MATCH STOREFRONT 5" SILL TO FOUNDATION SEALER TAPE FINISH FLOOR NEW WALL PER ASSEMBLY - SEE PLAN WRB W01 CURB FOOTING/ SLAB / A.B. PER STRUCT. BUTYL PEAL & STICK FLASHING MEMBRANE TAPE VENTED TRACK EIFS CONT. SEALANT 1/2 GAP AIR BARRIER, JOINTS TAPED AND PENITRATIONS SEALED (Pro Clima INTELLO PLUS or SIGA Majrex 200,or SIM) R-10 2" GPS RIGID INSUL GALV. MTL FLASHING. COLOR MATCH TO CANOPY. PROVIDE 1/4" MIN GAP AT WALL FINISH. STUCCO WALL PER ASSEMBLY STL PLATE, OUTRIGGERS AND CONNECTIONS BY CANOPY VENDOR PRE-FIN MTL CANOPY LED STRIP LIGHT BEAM PER STRUCTURAL HOUSING FOR LED LIGHTING A7.1 7 SIM REGISTERED ARCHITECT 9664 KENNETH McCRACKEN STATE OF WASHINGTON EXPIRATION DATE: 06/22/25 SIGNATURE DATE:10/15/24 01040 DRAWN BY CHECKED BY SHEET NUMBER:SHEET NUMBER: SHEET TITLE:SHEET TITLE: PROJECT #:PROJECT #: SEAL:SEAL: CONSULTANT:CONSULTANT: PROJECT CONTACT: PHONE: EMAIL: PR O J E C T N A M E : PR O J E C T A D D R E S S : ST O R E # : VA L L E Y S Q U A R E L L C CO N V I E N C E S T O R E - S H E L L & F U E L A7.1 GENERAL DETAILS KRG24001 Checker Author 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 N. BENSON CENTER CHUCK DOUGHERTY 360.818.7004 CDougherty@PMDGinc.com 17 8 0 3 1 0 8 t h A v e S E , R e n t o n , W A 98 0 5 5 NO.DATE DESCRIPTION 3" = 1'-0" CANOPY AT EIFS14 3" = 1'-0" CANOPY AT STOREFRONT (A)8 3" = 1'-0" STOREFRONT - JAMB AT POST2 3" = 1'-0" WINDOW HEAD AT EIFS15 3" = 1'-0" STOREFRONT - HEAD AT STUCCO7 3" = 1'-0" STOREFRONT - JAMB AT STUCCO6 3" = 1'-0" STOREFRONT SILL1 1 1/2" = 1'-0" WALL BASE - DRIVE THRU11 3" = 1'-0" CANOPY AT STOREFRONT (B)5