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HomeMy WebLinkAboutP_Drawing_Set_220419_v1?DN OWNER ARCHITECT TRAFFIC STRUCTURAL MECHANICAL, ELECTRICAL, FIRE PROTECTION KING COUNTY SOLID WASTE DIVISION 201 S JACKSON ST UNIT 5701 SEATTLE, WA 98104 CONTACT: FRANCIS GASPAY EMAIL: Francisco.Gaspay@kingcounty.gov TEL: (206) 477 5220 ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323 SEATTLE WA, 98104 CONTACT: DONN STONE EMAIL: Donn@rolludaarchitects.com TEL: (206) 624-4222 KPG 3131 ELLIOT AVENUE, SUITE 400 SEATTLE, WA 98121 CONTACT: NANDEZ MILLER EMAIL: nandez@kpg.com TEL: (206) 267-1043 INTEGRATED DESIGN ENGINEERS, LLC 1200 5TH AVENUE, SUITE 1208 SEATTLE, WA 98101 CONTACT: IGNASIUS SEILLIE EMAIL: iseilie@id-engr.com TEL: (206) 264-1121 SAZAN GROUP 600 STEWART STREET, SUITE 1400 SEATTLE, WA 98101 CONTACT (ELECTRICAL): RONALD CLARK EMAIL: rclark@sazan.com CONTACT (MECHANICAL): DAVID JONES EMAIL: djones@sazan.com CONTACT (FIRE PROTECTION): PHIL ROACH EMAIL:proach@sazan.com TEL: (206) 267 1700 PROJECT TEAM The Farwest steel fabrication facility has been leased by King County Solid Waste Division (KCSWD) and will be repurposed for a select period of time (not past March 2026) as a Vehicle Maintenance, Parts Stores, and Office facility. The existing 96,938 SF primary building is a sprinkled metal structure with an F1 Industrial Fabrication occupancy rating located in an IH (Industry-Heavy) zone. The change of use process required by the City of Renton will shift the occupancy to the S1 Vehicle Maintenance category. KCSWD is temporarily relocating much of its Cedar Hills operations and administration as it redevelops the Cedar Hills location. The primary function of the repurposed Farwest facility will be servicing the KCSWD road vehicle fleet of approximately 75 transport rigs and a somewhat smaller number of KC personnel and utility vehicles. The long term storage of any vehicles and/or equipment will not be accommodated at the Farwest site. The existing (2) Farwest office modulars on the 5.63-acre site will be tenanted by KCSWD with no modifications. The southernmost (2,096 GSF) has a supervisory office layout, and the other (2,160 GSF), adjacent to the south wall of the existing fabrication building, has a restroom/breakroom layout with (3) offices. The existing parking and pedestrian access will be retained and supplemented as necessary per code compliance. KCSWD proposes to install (2) additional modulars (total area of 1,440 GSF). These will be removed as KCSWD exits the property at the end of their tenancy. Their uses will be additional office spaces and a conference space. Only data, comm & power will be provided to the otherwise fully operational modulars. Access to all the modulars (existing and new) will be consistent with ADA and applicable building codes. Tenant Improvements (TI) to the facility and site are intended to be minimal in keeping with the temporary nature of KCSWD’s occupation of the property. Facility adaptation to KCSWD’s requirements will be managed through the installation of KCSWD owned or purchased equipment which are intended to be removed and retained by KCSWD on departure. Where required, TI scope including life safety improvements, seismic restraints, sprinkler system adjustments, a temporary floor over one loading bay, and other features subject to jurisdictional review will be identified and described on the plans accompanying the TI submission. The existing, compliant Farwest parking layout will be retained with restriping to be performed as needed. Current parking calculations confirm that the proposed KCSWD uses of Vehicle Maintenance, Parts Stores, and Offices are within the range of the existing parking available onsite. To meet current code, an additional bicycle parking area has been identified along with (2) designated exterior spaces for Refuse and Recycling that will not interfere with on-site vehicle circulation. A 6’-0”screening fence with wood or plastic slat inlays will be provided to screen the Refuse and Recycling areas, as well as any outdoor materials storage. In keeping with the King County’s Green Building Program and sustainable development guidelines, the project will be pursuing the re-use of its existing modular inventory to minimize demolition waste, demand for virgin building material, and any disturbance of the existing site and its vegetated areas. Additionally, the project proposes the installation of Oyster Shell Stormwater Treatment Barrels at all new and existing downspouts as a pretreatment to runoff within Farwest’s onsite intermediary stormwater pond system. SCOPE OF WORK NVICINITY MAP NTS 1. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 2. (E) OR 'EXIST.' INDICATES EXISTING CONDITION, DIMENSION OR DATUM. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. 5. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING AND ENERGY CODES. 7. GENERALLY PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FACE OF CONCRETE, AND FINISH FACE OF WALL, UNLESS NOTED OTHERWISE 8. ADHESIVES, CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 10. CONTRACTOR TO VERIFY ALL DIMENSIONS, MEASUREMENTS AND CONDITIONS BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 11. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB, AND SQUARE. 12. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 13. AS BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND MAY BE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN ALL REQUIRED INFORMATION AND MAKE KNOWN ANY INACCURACIES.. 14. SHOP DRAWINGS. PROVIDE SHOP DRAWINGS FOR THE ARCHITECT/OWNER APPROVAL AND AS REQUIRED BY THE SPECIFICATIONS AND LOCAL JURISDICTION PRIOR TO CONSTRUCTION. 15. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 16. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES AND EQUIPMENT FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. GENERAL SITE ADDRESS PARCEL ID LEGAL DESCRIPTION JURISDICTION PARCEL SIZE APPLICABLE CODE LAND USE CODE PERMITTED USE 201 SW 34TH ST #4939, RENTON, WA 98057 1253800211 BURL N ORILLA IND PK RENTON #1 PARCEL A OF CITY OF RENTON SHORT PLAT NO 378-79 RECORDING NO 7909249001 SAID SHORT PLAT DEFINED -LOT 9 OF BLOCK 2 OF BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK OF RENTON DIV 1 TGW LOT B OF BURLINGTON NORTHERN BINDING SITE PLAN RENTON 245,243 SF (5.63 ACRES) 2018 INTERNATIONAL BUILDING CODE 2021 RENTON MUNICIPAL CODE VEHICLE MAINTENANCE PROJECT CODE INFORMATION LAND USE INFORMATION BUILDING CODE INFORMATION OCCUPANCY CONSTRUCTION TYPE STORIES ACTUAL FLOOR AREA B, S-1 III-A 1 GROSS FLOOR AREA EXISTING WAREHOUSE EXISTING OFFICE EXISTING LOCKER/BREAK ----------------------------------------------------------------------------------- TOTAL EXISTING GROSS FLOOR AREA : PROPOSED OFFICE MODULARS ----------------------------------------------------------------------------------- TOTAL PROPOSED GROSS FLOOR AREA : TOTAL EXISTING AND PROPOSED GROSS FLOOR AREA: 102,634 SF 96,938 SF 2,096 SF 2,160 SF 101,194 SF 1,440 SF 1,440 SF BLDG 2B BLDG 31B (E) OFFICE (E) LOCKER/ BREAKROOM (E) WAREHOUSE UNITED RENTALS POWER & HVACYOUNKER NISSAN SW 34TH ST LIND AVE SWSCALE : 1" = 160'=0" ABBREVIATIONS ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE AL ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BLDG BUILDING BO BOTTOM OF BOT BOTTOM CJ CONTROL JOINT CIP CAST-IN-PLACE CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS, CONTINUE DEMO DEMOLISH, DEMOLITION DIA DIAMETER DN DOWN DWG DRAWING ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EXIST, (E)EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FT FOOT, FEET FTG FOOTING GA GAGE, GUAGE GALV GALVANIZED GWB GYPSUM WALLBOARD GYP GYPSUM HM HOLLOW METAL HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING INT INTERIOR MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURE, MANUFACTURER MISC MISCELLANEOUS MTL METAL NTS NOT TO SCALE OPNG OPENING PROP PROPERTY PT PAINT, PAINTED, POINT, PRESSURE TREATED RCP REFLECTED CEILING PLAN REQD REQUIRED REV REVISED, REVISION RM ROOM RO ROUGH OPENING SCHED SCHEDULE SIM SIMILAR SST STAINLESS STEEL STRUCT STRUCTURAL TYP TYPICAL UNO UNLESS NOTED OTHERWISE W/ WITH W/O WITHOUT XX AX.XX X XX XX X X XX AX.XX WALL SECTION INDICATOR ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR COLUMN GRIDLINE INDICATOR (DOOR) OPENING INDICATOR DATUM INDICATOR OR WORK POINT ROOM INDICATOR WALL TYPE INDICATOR WINDOW INDICATOR INTERIOR ELEVATION INDICATOR DRAWING REVISION INDICATOR XXXX ROOM NAME X.X.X XX AX.XX XX XX XX XX'-XX" XXXXXXX NORTH ARROW XX LOUVER INDICATOR XX AX.XX NXX AX.XX XX AX.XX EL XXX.XX EL. XXX'-XX" SPOT ELEVATION INDICATOR Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_jessQA355.rvt 4/15/2022 6:43:25 AM G1.01 COVER SHEET LAND USEInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS PA, FA, PC, JL DS, GS 4/12/22 DRAWING INDEX GENERAL G1.01 COVER SHEET G1.05 EXITING & SITE ILLUMINATION PLAN ARCHITECTURE A1.01 OVERALL SITE PLAN A2.00 FLOOR PLANS A2.01 FLOOR PLANS A3.01 MODULAR ELEVATIONS OPT 1 A3.01a MODULAR ELEVATIONS OPT 2 A3.01b MODULAR ELEVATIONS OPT 3 A3.02 WAREHOUSE ELEVATIONS A3.03 PERSPECTIVES A3.04 MATERIAL BOARD A5.02 SCREEN DETAIL E0.1 SITE LIGHTING PLAN - WATER AND SANITARY SEWER PLAN FARWEST STEEL - PHASE TWO -- GRADING AND STORM DRAINAGE PLAN FARWEST STEEL - PHASE TWO SITE LOCATION SITE PLAN 167 SW 34TH ST E VALLEY RDLIND AVE SWINTERIM MAINTENANCE FACILITY IMPROVEMENTS AT FARWEST REFERENCE SYMBOLS DNEXIT FEXIT EEXIT DEXIT BEXIT CEXIT AEXIT ACCESS TRAVEL DISTANCE 230'EXIT ACCESS TRAVEL DISTANCE 137'EXIT ACCESS TRAVEL DISTANCE 147'EXIT ACCESS TRAVEL DISTANCE 200'E X IT A C C ES S TR A V E L D IS T A N C E 15 0'PROPOSED EXTERNAL SUPPORT STORAGE(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LF(E) LFPROPOSED EXTERIOR DECK TO CONNECT TO (E) LANDING & RAILS-4' - 0"0' - 0"STAIR TO BE CLOSED OFF. NO ACCESS TO AREA BELOW PROPOSED TEMPORARY FLOOR. NO STORAGE, NO FLAMMABLE MATERIALS ON TOP OR BELOW PROPOSED DECKMIN. 5'-0" CLR.REFUSERECYCLINGMIN CLR24'-0".5' - 0"0' - 0"-3' - 6"-3' - 6"0' - 0"0' - 0"-3' - 6"0' - 0"EXIT ACCESS TRAVEL DISTANCE 245'LFLF(E)LFLFGEN(E) OUTDOOR STORAGEEXISTING WALL MOUNTED LIGHTING FIXTURE TO REMAINLIGHTING PLAN LEGEND(E) LFEXISTING POLE -MOUNTED LIGHTING FIXTURE TO REMAIN, TYPE 1(E) LFEXISTING POLE -MOUNTED LIGHTING FIXTURE TO REMAIN, TYPE 2(E) LFNEW BUILDING MOUNTED LIGHT FIXTURE, SEE ELECTRICAL FOR ADDITIONAL INFORMATIONLFSEE ELECTRICAL DWGS FOR ADDITIONAL INFORMATIONCIRCULATION*VEHICLE MAINTENANCESTORES (WAREHOUSE)EXISTING AND NEW MODULARSUSE LEGENDNSF = NET SQUARE FEET*NOTE: THE EXIT TRAVEL PATH MUST BE NO-PARKING / NO-EQUIPMENT ZONEProject No.Checked:Drawn:Design:IssuanceDrawing Title105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226www.rolludaarchitects.comREVISIONDATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INCDrawing NumberC:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt4/1/2022 9:57:17 AMG1.05EXITING & SITEILLUMINATION PLANLAND USEInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DSPA, FA, PCDS3/31/22NSCALE:1" = 20'-0"1EXITING & SITE ILLUMINATION PLAN04/12/22 SITE INFORMATION TOTAL SQUARE FOOTAGE OF THE SITE (E) FORMER WAREHOUSE BUILDING (GSF) (E) MODULARS (OFFICE&LOCKER/BREAK ROOM) GSF PROPOSED MODULARS-OFFICES (2B =720 + 31B =720) GSF (E) TOTAL IMPERVIOUS SURFACE -NO CHANGE (E) TOTAL SQUARE FOOTAGE OF LANDSCAPING MAX BUILDING HT OF PROPOSED STRUCTURES 5.63 ACRES (245,243 SF) 96,938 SF 4,256 SF 1,440 SF 194,921 SF 49,674 SF 16'-3" CITY OF RENTON ZONING DISTRICT: IH (HEAVY INDUSTRIAL) (E) FORMER WAREHOUSE BUILDING (NSF)84,743 SF TOTAL SQUARE FOOTAGE OF REFUSE AND RECYCLING (RECYCLING: 2 PER 1000 GSF - REFUSE: 4 PER 1000 GSF) 194 SF -388 SF (582 SF TOTAL) COVERAGE (NO CHANGE) = 41.84% TOTAL (E) BUILDING SF -GROSS 101,194 SF TOTAL BUILDING SF, (E) AND PROPOSED -GROSS 102,634 SF EXISTING STRUCTURE NEW MODULARS ACCESSIBLE PEDESTRIAN PATH SITE PLAN LEGEND PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINE N01O50'24"E59.10'N87O50'47"W 290.84'N01O50'09"E 148.50'N87O50'23"W 119.85' 63' - 0" 57' - 8"(E ) 3 3 S P A C E S (E) 20 SPACES (E) 13 SPACES (E) 7 SPACES(E) 9 SPACES + (2) ADA # 2B PROPOSED OFFICE MODULAR 720 GSF. 0.29% SITE COVERAGE # 31B PROPOSED OFFICE MODULAR 720 GSF. 0.29% SITE COVERAGE (E) MODULAR FW1 (LOCKER/BREAK) 2,160 GSF. 0.88% SITE COVERAGE -NO CHANGE (E) MANHOLE (E ) R E T A I N I N G P O N D (E) MODULAR FW2 (OFFICE) 2,096 GSF. 0.85% SITE COVERAGE -NO CHANGE EXTERIOR SUPPORT STORAGE (E) ENTRY/EXIT, NO PROPOSED TRUCK ACCESS (E) SIDEWALK 30'-0". 10'-0'. . (E) TRUCK TRAFFIC THIS ENTRY/EXIT (NO CHANGE) TRUCK ACCESS (E) FIRE HYDRANT (E) STEET LIGHT (E) ASPHALT (E) SEWER MANHOLE (E) LANDSCAPE & UTILITY EASEMENT (E) SIDEWALK (E) POWER STUB-OUT MARKER (E) INGRESS / EGRESS EASEMENT (E) UTILITY EASEMENT 20' - 0" (E) UTILITY EASEMENT AC CE SS R OAD (E) 15'-0" PERMANENT UTILITY EASEMENT TO CITY OF RENTON(E) 15'-0" PERMANENT UTILITY EASEMENT TO CITY OF RENTONUTILITY EASEMENT 20' - 0" (E) UTILITY EASEMENT (E) RAILROAD EASEMENT BUS STOP BUS STOP BUS STOP NEW ACCESSIBLE PARKING SPACE ACCESSIBLE PATH 27' - 10"PROPERTY LINE 26' - 0" 188' - 9" 61' - 3" ACCESSIBLE PATH ACCESSIBLE PATH (E) FIRE HYDRANT (E) FIRE HYDRANT 21' - 5"10' - 8"10' - 6" (E) BIKE RACK (5) (E) FIRE HYDRANT (E) RAILROAD PATH LIND AVE SWSW 34TH ST (E) RAILROAD PATH REFUSE6' SCREEN PER RMC 4-4-095.F.3 OUTDOOR STORAGE AND 4-4-090 REFUSE & RECYCLABLES RECYCLING20' - 10"15' REQ.70' - 0" (N) BIKE RACK (3) (E) ASPHALT (E) LANDSCAPING EXT. STOR. 10' - 0" ZONING: IH ZONING: IH ZONING: IM ZONING: IM Parcel 125380-0040 Predominant Use:WAREHOUSE, DISTRIBUTION Parcel 125380-0050 Predominant Use:TRANSIT WAREHOUSE Parcel 1253800060 Predominant Use:WAREHOUSE, DISTRIBUTION Parcel 1253800032 Predominant Use: Vacant(Industrial) Parcel 1253600010 Predominant Use:AUTO DEALERSHIP Parcel 1253600070 Predominant Use:GARAGE, SERVICE REPAIR Parcel 1253600062 Predominant Use:STORAGE WAREHOUSE Parcel 1253600020 Predominant Use: AUTO DEALERSHIP, COMPLETE -3' - 6" 0' - 0" (E) RETAINING PONDS (E) WAREHOUSE 96,938 GSF. 39.5% SITE COVERAGE - NO CHANGE (E) EMERGENCY GENERATOR TO REMAIN PROPOSED TEMPORARY STORAGE LOCATION, FARWEST MODULARS PARKING REQUIREMENTS RENTON MUNICIPAL CODE 4-4-080.F.10.d FUNCTION OF SPACE SEE SHEET G1.05 FOR ADD'L INFO USE RMC 4-4-080.F.10.d REQUIRED PARKING NET FLOOR AREA (NSF) VEHICLE MAINTENANCE VEHICLE SERVICE & REPAIR 23,057 STORAGE (E) LOCKER/BREAK ROOM (E) OFFICE NEW OFFICE MODULAR #31B NEW OFFICE MODULAR #2B TOTAL PARKING REQUIRED WAREHOUSE OFFICES, GENERAL OFFICES, GENERAL OFFICES, GENERAL OFFICES, GENERAL 17,902 720 1,650 385 650 2.5/1,000 SF 1.0/1,500 SF 2.0-4.5/1,000 SF 58 12 2 4 2 2 PARKING PROVIDED CONCLUSION: REQUIRED VS. EXISTING PARKING 80 81 ( 20'-0" X 9'-0" ) 80 < 81 PARKING PROVIDED EXCEEDS PARKING REQUIRED CIRCULATION WITHIN WAREHOUSE 43,784 N/A 0 MINIMUM REQUIRED NUMBER OF ACCESSIBLE PARKING REQUIREMENTS (76-100): 4 PARKING 2 EXISTING+ 2 ADDITIONAL ACCESSIBLE PARKING SPACES ARE PROPOSED ( 20'-0" X 9'-0" ) BICYCLE PARKING RMC 4-4-080(11) 80 x 10%= 8 PARKING 5 EXISTING 3 ADDITIONAL BICYCLE PARKING SPACES ARE PROPOSED Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/31/2022 9:44:28 AM A1.01 OVERALL SITE PLAN LAND USEInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS JL, PA, FA DS 3/31/22 N SCALE:1" = 40'-0"1 OVERALL SITE PLAN 04/12/22 DN DN WELDING STORES STORES MECHANICS PREVENTATIVE MAINTENANCE TRAILER SCAFFOLD INSPECTIONS SHIPPING # 2B PROPOSED OFFICE MODULAR # 31B PROPOSED OFFICE MODULAR TRUCK ACCESS 1 A3.02 REFUSERECYCLING7 17 4 433 4 2 6 8 3 4 26812 15 9711(E) MODULAR TO REMAIN 10 18 225 21 10 620 11 11 1313131313131313 141414 1414141422 19 20 20 20 12 20' - 6"57' - 3"33' - 10"74' - 4"25' - 0"42' - 10"34' - 11"25' - 1"28' - 9"30' - 6"9' - 6"114' - 10" WELDING A3.02 4 A3.02 3 A3.022 2423 0' - 0" 0' - 0" 0' - 0" 0' - 0" -3' - 6" -3' - 6" -4' - 0"0' - 0" 88 42525(E) FLOOR DRAIN TO BE SEALED 20 PROPOSED TEMPORARY FLOOR OVER EXISTING LOADING BAY, SEE STRUCTURAL DRAWIGNS FOR ADDITIONAL INFORMATION. NO ACCESS TO AREA BELOW PROPOSED TEMPORARY FLOOR. NO STORAGE, NO FLAMMABLE MATERIALS ON TOP OR BELOW PROPOSED DECK PROPOSED 8'-0"H CHAIN LINK SECURITY FENCE PROPOSED TRANSACTION DESK KEY NOTES 1 2 3 PROPOSED 4'-0" SINGLE GATE -CHAIN LINK, LOCKABLE PROPOSED 8'-0" DOUBLE GATE -CHAIN LINK, LOCKABLE PROPOSED AMCRAFT WAREHOUSE INDUSTRIAL CURTAIN WALLS OR APPROVED EQUAL (E) ROLL-DOWN WAREHOUSE DOOR TO BE FIXED IN PLACE ABOVE NEW PASSAGE DOOR. INFILL WALL TO RIGHT AND LEFT OF NEW PASSAGE DOOR. 4 5 6 7 PROPOSED STORAGE. NO STORAGE OR STORED ITEMS TO EXCEED 12'-0" IN HEIGHT PER RENTON FIRE AUTHORITY. (E) ELECTRICAL PANEL, VIF. EXTERIOR SUPPORT STORAGE (E) BUILDING ENVELOPE TO REMAIN INSPECTION RAMPS AREA 8 9 10 11 (E) DOOR TO REMAIN PROPOSED DOWNSPOUT & FILTER BARREL PROPOSED METAL RAMP AT 1:12 SLOPE PROPOSED METAL STAIR (E) STAIR TO BE CLOSED OFF (E) SPRINKLER ROOM TO REMAIN 13 14 15 16 (E) GENERATOR TO REMAIN VEHICLE MAINTENANCE AREA PICK UP AND BOX TRUCK BACK-IN PROPOSED GUARDRAIL EQUIPMENT WASH PAD PRESSURE WASH EQUIPMENT (T9) 19 12 17 20 21 22 METAL STORAGE CABINET USED ANTIFREZE SCRAP METAL SHREDDER TIRE WASH ROLL OFF DUMPSTER AIR COMPRESSOR 25 18 23 24 T10 W27, W34 T8 W29 T16 CURTAIN PLAN LEGEND SECURITY FENCE Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 4/1/2022 10:34:15 AM A2.00 FLOOR PLANS LAND USEInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS JL, PA, FA DS 3/31/22 SCALE:1/16" = 1'-0"1 WAREHOUSE FLOOR PLAN 04/12/22 STORES (WAREHOUSE) STORES (WAREHOUSE) DN DN DN MODULAR LEGEND PROPOSED BLDG 2B: (6) 8'X6' WORK STATIONS PLAN LEGEND: EXISTING (E) TO REMAIN EXISTING TO BE DEMOLISHED NEW 1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. 2. FIELD VERIFY LOCATION OF ALL ELECTRICAL & MECHANICAL FEATURES TO REMAIN, SEE ELEC. / MECH. DRAWINGS. 3. REPAIR FLOOR & CURBS AFTER REMOVAL OF EXISTING MATERIAL AS NEEDED BEFORE STARTING THE WORK. 4. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH ADJOINING SURFACES. 5. REFER TO MATERIAL SCHEDULES & FINISHES. 6. REFER TO CIVIL / MECH / ELEC DRAWINGS FOR WORK NOT SHOWN ON ARCHITECTURAL SHEETS. PLAN NOTES KEY NOTES 1 2 PROPOSED MODULAR ENVELOPE TO BE REPAINTED WINDOW, SEE SCHEDULE DOOR, SEE SCHEDULE PROPOSED DOWNSPOUT & FILTER BARREL PROPOSED METAL WALKWAY & GUARDRAILS PROPOSED METAL RAMP AT 1:12 SLOPE PROPOSED METAL STAIR OWNER-PROVIDED FURNITURE, PROPOSE USING EXISTING KC INVENTORY EXISTING (E) ROLL-DOWN WAREHOUSE DOOR TO BE FIXED IN PLACE ABOVE NEW PASSAGE DOOR. INFILL WALL TO RIGHT AND LEFT OF NEW PASSAGE DOOR. EXISTING (E) FORMER WAREHOUSE BUILDING TO REMAIN NEW TEMPORARY FLOOR OVER EXISTING LOADING BAY, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION PROPOSED BOLLARD, PAINTED YELLOW TO MATCH EXISTING (E) LOCKER/BREAK BUILDING TO REMAIN (E) BOLLARD TO REMAIN (E) ENCLOSURE TO BE REPLACED 5 4 # 3 6 7 8 9 10 11 12 13 14 OFFICE 6 12' - 0" 3' - 8"10' - 1"9' - 6"9' - 6"9' - 6"8' - 0"10' - 0"10' - 0"24' - 3"7' - 2"OFFICE 5 OFFICE 4 OFFICE 3 OFFICE 2 OFFICE 1 2 A3.01 1 A3.01 4 A3.01 3 A3.01 12 3 5 7' - 3"9' - 6"9' - 0"4 6 2 2 2 2 2 2 2 359' - 5"7 7 7 7 7 789 6 9 1010 1:12119INFILL (E) OPENING 1:122' - 6"24' - 0"30' - 0" OPEN OFFICE 6' - 0"17' - 8"6' - 4" 2' - 4"5' - 7"15' - 9"6' - 4" 6 A3.01 5 A3.01 7 A3.01 1 4 5 2 3 4WALKWAY CONNECTS TO (E) MODULAR ACCESS 5 96 631:12 1:121:121:129999 999A3.01 68 Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/3/2022 1:06:17 PM A2.01 FLOOR PLANS PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS JL, PA, FA DS 3/14/22 NN SCALE:1/4" = 1'-0"2 BLDG 2B SCALE:1/4" = 1'-0"1 BLDG 31B LAND USE 3/31/2204/12/22 LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" 10' - 0"31315 10 1 54710 16 52 16 13' - 10"12 LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3"10' - 0"12' - 0" 1 13415 10 6 12 2 13' - 10"1616 9 14LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3"131 3510 710 12 LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" 1 41310 10 12 2 LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" 1 311 1346 15 16 316 16 14 9 2 LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" 1 4133 77106 16 16 5 LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" 1 13415 7 10 3 112 LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3"141 513310 KEY NOTES 1 2 3 (E) EXTERIOR MODULAR ENVELOPE TO BE REPAINTED (E) EXTERIOR ENVELOPE TO REMAIN NEW METAL ADA-COMPLIANT ACCESS RAMP& RAILS NEW METAL ADA-COMPLIANT WALKWAY & RAILS NEW METAL STAIR & RAILS (E) WINDOW TO REMAIN, RE-CAULK, TYP. (E) DOOR TO BE RE-PAINTED (E) BOLLARD TO REMAIN NEW BOLLARD (E) LOADING BAY LEVEL NEW DOWNSPOUT & RAIN-FILTER BARREL NEW FRAMED INFILL-WALL, DOOR & DOOR FRAME NEW SKIRT OVER FOUNDATIONS PER STRUCTURAL (E) METAL OR MEMBRANE ROOF TO BE REPLACED NEW TEMPORARY FLOOR, SEE STRUCTURAL PAINT FASCIA TO MATCH MODULAR WALLS NEW EXTERIOR WALL PACK LIGHT FIXTURE 4 5 6 7 8 10 11 9 # 12 13 14 15 16 1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. 2. FIELD VERIFY LOCATION OF ALL ELECTRICAL & MECHANICAL FEATURES TO REMAIN, SEE ELEC. / MECH. DRAWINGS. 3. REPAIR FLOOR & CURBS AFTER REMOVAL OF EXISTING MATERIAL AS NEEDED BEFORE STARTING THE WORK. 4. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH ADJOINING SURFACES. 5. REFER TO MATERIAL SCHEDULES & FINISHES. 6. REFER TO CIVIL / MECH / ELEC DRAWINGS FOR WORK NOT SHOWN ON ARCHITECTURAL SHEETS. ELEVATION NOTES ELEVATION LEGEND: PROPOSED MODULAR WALLS -T1-11 EXTERIOR SHEATING MATERIAL, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9148 SMOKY AZURITE OR APPROVED EQUAL PROPOSED MODULAR TRIM AND DOORS, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW6238 ICICLE OR APPROVED EQUAL EXISTING BOLLARDS, NO CHANGE -YELLOW PROPOSED PRE-MANUFACTURED STAIRS, RAMPS AND DECK TO BE CLEAR ANODIZED ALUMINUM, MANUFACTURED BY WELCOME RAMP OR APPROVED EQUAL ROOF MATERIAL, FLASHING, GUTTERS AND TRIM TO BE METAL ROOF MATERIAL: FLAT MEMBRANE Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/3/2022 1:06:24 PM A3.01 MODULAR ELEVATIONS OPT 1 PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS JL, PA, FA DS 3/14/22 SCALE:1/8" = 1'-0"2 EAST BUILDING ELEVATION - BLDG 2B SCALE:1/8" = 1'-0"1 NORTH BUILDING ELEVATION - BLDG 2B SCALE:1/8" = 1'-0"6 EAST BUILDING ELEVATION - BLDG 31B SCALE:1/8" = 1'-0"5 NORTH BUILDING ELEVATION - BLDG 31B SCALE: 1/8" = 1'-0" 4 WEST BUILDING ELEVATION - BLDG 2B SCALE:1/8" = 1'-0"7 SOUTH BUILDING ELEVATION - BLDG 31B SCALE: 1/8" = 1'-0" 3 SOUTH BUILDING ELEVATION - BLDG 2B SCALE:1/8" = 1'-0"8 WEST BUILDING ELEVATION - BLDG 31 LAND USE 3/31/2204/12/22 LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3"10' - 0"12' - 0"13' - 10"LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3"10' - 0"13' - 10"LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" ELEVATION LEGEND: PROPOSED MODULAR WALLS -T1-11 EXTERIOR SHEATING MATERIAL, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9177 SALTY DOG OR APPROVED EQUAL PROPOSED MODULAR TRIM AND DOORS, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW6238 ICICLE OR APPROVED EQUAL EXISTING BOLLARDS, NO CHANGE -YELLOW PROPOSED PRE-MANUFACTURED STAIRS, RAMPS AND DECK TO BE CLEAR ANODIZED ALUMINUM, MANUFACTURED BY WELCOME RAMP OR APPROVED EQUAL ROOF MATERIAL, FLASHING, GUTTERS AND TRIM TO BE METAL ROOF MATERIAL: FLAT MEMBRANE Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\pamela\Documents\FarWest-v2020_pamela7KDLS.rvt 3/14/2022 12:36:55 PM A3.01a MODULAR ELEVATIONS OPT 2 PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466Designer Author Checker 3/14/22 SCALE:1/8" = 1'-0"1 NORTH BUILDING ELEVATION - BLDG 2B OPT 2 SCALE:1/8" = 1'-0"2 EAST BUILDING ELEVATION - BLDG 2B OPT 2 SCALE:1/8" = 1'-0"3 SOUTH BUILDING ELEVATION - BLDG 2B OPT 2 SCALE:1/8" = 1'-0"4 WEST BUILDING ELEVATION - BLDG 2B OPT 2 SCALE:1/8" = 1'-0"5 NORTH BUILDING ELEVATION - BLDG 31B OPT 2 SCALE: 1/8" = 1'-0" 6 EAST BUILDING ELEVATION - BLDG 31B OPT 2 SCALE:1/8" = 1'-0"7 SOUTH BUILDING ELEVATION - BLDG 31B OPT 2 SCALE:1/8" = 1'-0"8 WEST BUILDING ELEVATION - BLDG 31 OPT 2 DS JL, PA, FA DS LAND USE 3/31/2204/12/22 LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3"10' - 0"12' - 0"13' - 10"LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" 10' - 0"13' - 10"LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" MAX PROPOSED MODULAR HT 16' -3" ELEVATION LEGEND: MATCH EXISTING MODULARS PROPOSED MODULAR WALLS -T1-11 EXTERIOR SHEATING MATERIAL, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9177 SALTY DOG OR APPROVED EQUAL PROPOSED MODULAR TRIM AND DOORS, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9148 SMOKY AZURITE OR APPROVED EQUAL EXISTING BOLLARDS, NO CHANGE -YELLOW PROPOSED PRE-MANUFACTURED STAIRS, RAMPS AND DECK TO BE CLEAR ANODIZED ALUMINUM, MANUFACTURED BY WELCOME RAMP OR APPROVED EQUAL ROOF MATERIAL, FLASHING, GUTTERS AND TRIM TO BE METAL ROOF MATERIAL: FLAT MEMBRANE Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\pamela\Documents\FarWest-v2020_pamela7KDLS.rvt 3/14/2022 12:36:58 PM A3.01b MODULAR ELEVATIONS OPT 3 PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466Designer Author Checker 3/14/22 SCALE: 1/8" = 1'-0" 1 NORTH BUILDING ELEVATION - BLDG 2B OPT 3 SCALE: 1/8" = 1'-0" 2 EAST BUILDING ELEVATION - BLDG 2B OPT 3 SCALE: 1/8" = 1'-0" 3 SOUTH BUILDING ELEVATION - BLDG 2B OPT 3 SCALE: 1/8" = 1'-0" 4 WEST BUILDING ELEVATION - BLDG 2B OPT 3 SCALE:1/8" = 1'-0"5 NORTH BUILDING ELEVATION - BLDG 31B OPT 3 SCALE:1/8" = 1'-0"6 EAST BUILDING ELEVATION - BLDG 31B OPT 3 SCALE:1/8" = 1'-0"7 SOUTH BUILDING ELEVATION - BLDG 31B OPT 3 SCALE:1/8" = 1'-0"8 WEST BUILDING ELEVATION - BLDG 31 OPT 3 DS JL, PA, FA DS SW6700 DAYBREAK OR LAND USE 3/31/2204/12/22 PREFERRED LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" WAREHOUSE HT 55' -10" 20' - 1" 3 6612 299 LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" WAREHOUSE HT 55' -10" NO WORK ON THIS ELEVATION 49' - 2" 6 77 3 9 LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" WAREHOUSE HT 55' -10" 3 766661612428LEVEL 0 0' -0" #FW1 & #31B LVL 1 2' -11" #2B LVL 1 2' -6" MAX PROPOSED MODULAR HT 16' -3" WAREHOUSE HT 55' -10" 3 8667 6 710792211414' - 2"A5.02 1 111. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. 2. FIELD VERIFY LOCATION OF ALL ELECTRICAL & MECHANICAL FEATURES TO REMAIN, SEE ELEC. / MECH. DRAWINGS. 3. REPAIR FLOOR & CURBS AFTER REMOVAL OF EXISTING MATERIAL AS NEEDED BEFORE STARTING THE WORK. 4. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH ADJOINING SURFACES. 5. REFER TO MATERIAL SCHEDULES & FINISHES. 6. REFER TO CIVIL / MECH / ELEC DRAWINGS FOR WORK NOT SHOWN ON ARCHITECTURAL SHEETS. ELEVATION NOTES KEY NOTES 1 2 3 NEW MODULAR EXISTING (E) MODULAR TO REMAIN EXISTING (E) WAREHOUSE ENVELOPE TO REMAIN NEW 6' SCREEN PER RMC 4-4-095.F.3 OUTDOOR STORAGE AND 4-4-090 REFUSE & RECYCLABLES NEW RECYCLING AREA NEW ADA COMPLIANT RAMP ACCESS AND WALKAY EXISTING (E) WAREHOUSE DOOR TO REMAIN EXISTING (E) CONCRETE RETAINING WALL EXISTING (E) FIRE HYDRANT EXISTING (E) ROLL-DOWN WAREHOUSE DOOR TO BE FIXED IN PLACE ABOVE NEW PASSAGE DOOR. INFILL WALL TO RIGHT AND LEFT OF NEW PASSAGE DOOR. NEW PASSAGE DOOR. 4 5 6 7 8 9 10 11 Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/3/2022 1:06:52 PM A3.02 WAREHOUSE ELEVATIONS PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS JL, PA, FA DS 3/14/22 SCALE:3/64" = 1'-0"1 WEST BUILDING ELEVATION SCALE:3/64" = 1'-0"3 NORTH BUILDING ELEVATION SCALE: 3/64" = 1'-0" 2 EAST BUILDING ELEVATION SCALE:3/64" = 1'-0"4 SOUTH BUILDING ELEVATION LAND USE 3/31/2204/12/22 Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/3/2022 1:07:09 PM A3.03 PERSPECTIVES PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS PA, FA, PC DS 3/14/22 SCALE:2 PERSPECTIVE - 2B SCALE:3 PERSPECTIVE - 31B SCALE:1 PERSPECTIVE - SITE LAND USE 3/31/2204/12/22 EXISTING (E) MODULARS TO REMAIN -PAINTED EXTERIOR -NO CHANGE -LIGHT YELLOW EXISTING (E) WAREHOUSE TO REMAIN -PAINTED EXTERIOR-NO CHANGE -GOLD & CLEAR COAT CONCRETE PROPOSED 6'-0"H CHAINLINK FENCE WITH WOOD SLAT PRIVACY INSERTS, STAIN STATS BEHR EXTERIOR SOLID COLOR STAIN &SEAL, SC-125 STONEHEDGE OR APPROVED EQUAL. EXISTING (E) MODULAR TRIM, DOOR COLORS, EXTERIOR STORAGE, ACCENTS -NO CHANGE -BLUE, GRAY-BLUE EXISTING (E) ROLL UP METAL DOORS -NO CHANGE PROPOSED MODULAR WALLS - T1-11 EXTERIOR SHEATING MATERIAL, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9148 SMOKY AZURITE OR APPROVED EQUAL EXISTING (E) BOLLARDS, GUARDS -NO CHANGE - YELLOW PROPOSED PRE-MANUFACTURED STAIRS, RAMPS AND DECK TO BE CLEAR ANODIZED ALUMINUM, MANUFACTURED BY WELCOME RAMP OR APPROVED EQUAL PROPOSED ROOF MATERIAL, FLASHING, GUTTERS AND TRIM TO BE METAL PROPOSED ROOF MATERIAL: FLAT MEMBRANE EXISTING COLOR PALETTE: PROPOSED MODULAR TRIM AND DOORS, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW6238 ICICLE OR APPROVED EQUAL MODULAR COLOR SCHEME ALTERNATES: OPTION 2: PROPOSED MODULAR WALLS -T1-11 EXTERIOR SHEATING MATERIAL, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9177 SALTY DOG OR APPROVED EQUAL PROPOSED MODULAR TRIM AND DOORS, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW6238 ICICLE OR APPROVED EQUAL OPTION 3: MATCH EXISTING MODULARS PROPOSED MODULAR WALLS -T1-11 EXTERIOR SHEATING MATERIAL, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9177 SALTY DOG OR APPROVED EQUAL PROPOSED MODULAR TRIM AND DOORS, REPAINTED WITH SHERWIN WILLIAMS EXTERIOR PAINT -SW9148 SMOKY AZURITE OR APPROVED EQUAL COLOR PALETTE FOR PROPOSED STRUCTURES: PROPOSED SCREENING INSERTS PROPOSED EXTERIOR PAINT COLOR FOR RELOCATED MODULAR WALLS PROPOSED EXTERIOR STAIRS, RAMPS, DECK, RAILINGS & GUARDRAILS, MODULAR SKIRT PROPOSED METAL ROOF, FLASHING, GUTTERS AND TRIM TO MATCH PROPOSED FLAT MEMBRANE ROOF PROPOSED EXTERIOR PAINT COLOR FOR RELOCATED MODULARS -TRIM & DOORS Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/3/2022 1:07:09 PM A3.04 MATERIAL BOARD PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466JL, PA PC, PA DS 3/14/2204/12/22 SW6700 DAYBREAK OR LAND USE 3/31/2204/12/22 PREFERRED PROPOSED 6'-0"H COATED CYCLONE FENCE WITH WOOD SLAT PRIVACY INSERTS, STAIN STATS BEHR EXTERIOR SOLID COLOR STAIN &SEAL, SC-125 STONEHEDGE OR APPROVED EQUAL. Project No. Checked: Drawn: Design: Issuance Drawing Title 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 www.rolludaarchitects.com REVISION DATEOWNER:COPYRIGHT © 2018 ROLLUDA ARCHITECTS INC Drawing Number C:\Users\jess\Documents\FarWest-v2020_nes@rolludaarchitects.com.rvt 3/3/2022 1:07:16 PM A5.02 SCREEN DETAIL PERMIT DRAFTInterim Maintenance Facility Improvements atFarwestADDRESS201 SW 34th St #4939, Renton, WA 98057KING COUNTY SOLID WASTE DIVISION201 S JACKSON ST UNIT 5701SEATTLE, WA 98104TEL:(206) 477-4466DS JL, PA, FA DS 3/14/22 SCALE:1" = 1'-0"1 SOUTH SCREEN ELEVATION LAND USE 3/31/2204/12/22 POSTS ANCHORED TO EXISTING PREPARED SURFACE AT 10'-0" OC. (E) BUILDINGMOUNTED WALL PACK(TYPICAL OF 8)(E) POLEMOUNTEDLIGHT(E) POLEMOUNTEDLUMINAIRE(E) BUILDINGMOUNTED WALL PACK(E) BUILDINGMOUNTED FLOODLIGHT, TYPICAL(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(N)(N)(N)(N)(N)(N)(N)(N) BUILDINGMOUNTED WALL PACK(N) MODULAR BUILDINGMOUNTED WALL PACK,TYPICAL(E) BUILDINGMOUNTED FLOODLIGHT, TYPICAL(N)(N)Project No.Checked:Drawn:Design:IssuanceDrawing Title105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226www.rolludaarchitects.comREVISIONDATEOWNER:Drawing NumberCUPInterim Maintenance Facility-Farwest ADDRESS 201 SW 34th St #4939, Renton, WA 98057 KING COUNTY SOLID WASTE DIVISION 201 S JACKSON ST UNIT 5701 SEATTLE, WA 98104 TEL:(206) 477-4466DJ,RCDJ,RCPJ,EA11/09/21651-21021600 Stewart St., Ste 1400Seattle, Washington 98101Tel206.267.1700Fax206.267.1701SAZAN #651-210211SITE LIGHTING PLANSCALE: AS SHOWNNFLAG NOTESFLAG NOTE No.11SHEET NOTES(N) INDICATED NEW LIGHTING FIXTURES.(E) INDICATED EXISTING, TO REMAIN LIGHTING FIXTURES.SITE LIGHTINGPLANE0.15'20'10'40'SCALE: 1" = 20'0'LAND USE3/31/2204/12/22 I I I I I I I I I I SW 1 /4, SEC. 30, TWP. 23N, R. SE W.M. x, RlM,.16 ~9 Rll.4•16.48 EX. SSMH STREET UGHT ON LC. a·cONc,(SW)•lJ.12 LE. B"CONC,(N)-15 03 l.E. e~C0NC,(N}•l3.6J B0T.•1~.o RIM•15.78 CTR. 8~PVC{S,NW,SW.E),.,6.56 80T•12.4 S.W. 34T X RIM•16.21 LE, e·coNC,(N)•l4,76 B0T.-14 7 STRE EX. C RIM--16.0J LE. 8"CONC.(E)•l3,52 B0T.•12.0 RlM•16,08 Lf., B"CCNC.(S,W,E)=13.48 g 8"CONC.(W)•13.59 R 3'3 7-/-1---"/-~ ; ~ 3s•so -.\-~--~_,--....::::::::=::f==:::;===~s~sij ___.,, tll I 51+49.17 UNO AVE E"" 0+00 w 34 S":".s; EET I ' \ \ " I EX, SDMH i1:1M-1 6.64. 1 O"fLOWUNE(S.N)::a6.Q4 EX. SSMH RIM ,,., s"1"'s--~ CTR. B"PVC(S,NE) ... 7.16 \I ~1QP SIGN w ::, z w > < Q z STREET LI GHT ON 3x.3 CONC. BASC S(h-69.17 LIND AVE:NUt 0+00.00 ACCESS ROAD ~ \'.; ~ ::, <> "' :5 <> y> [is '" ~ .., I \I 1: I I ! \ I \ I \ l \ 1/ I 1 5 8 + I \ \ I tll ' \ STREET LIGHT ON Jx3 ONC. BA.SE \ STORM DP.AINAGE \ STUB-OUT "' \ CX. CB J _,.------__,..-_ f.X. ASPHAL 1 __,, ,,,,,-g __ J 0 ELEC. Ex.12·w lQRM ORAi~ OUT 10' LANDSCAPE :J 1 EX FlRE HYORANTT . .' ' 2 .(E)•12.67 eor -12.J , STREET LIGHT ON J xJ CONC. BASE UTILITY ESMT. / N01"50'09"E -148.5Q;;-,_,-,\--l-++-i I ,.,,..-;, RETAINING WALL'°~-4-,--\,,H+H -J--ff!-ij,J--~ _,., .,, I X. SANITARY S(WER TUB-OU EX. 12" GATE VALVE. IN VAULT ,,/ / I i I LO'll'a I I CONS 4' I I CONC, WALi< i I : I -__ L_ 8 EX. ASPHALT ~ I I I I I I I I HASE WAREH SE 33,0 D SQ, f I I I I I s· CONC. ~CURB k GUTTER==:,,, I ! I I I I I I I ;! I ~I I I I \ I I I I = ' ( --::i=_::=-I-Of El(JST. --r---✓- CONC, O<JR8 \ / '~, I / ~~eke!"'~-!!!·-\ I , . '-\ I EX. FIR[ HYDRANT ._.. / ( ... -----~-16 -----... ........ I ,, '· ll+-4-hf-¥--.. EX. 10' UTILITY' EASEMENT BmDmG 8l['ll'B PI.Alf l'OB lBtl'BLmG'll'Olf lfOB'll'HDllf BSP no. on•-•• I I b o )t!-ifflWH-Hf t-ffi~--+----+--+➔-+--+--+----+--+---+--+-"-i+l-+--+--~-+.o-+--+,,.~dJ---<!a ! ! I :;•:•\? I 11 L.---it---EX. 30' RAILROAD EASEMENT L::,,. = JB'•H'06" R • 115.00 T "" 40A2' L "" 77.75' / 1/ a ,,~ 15· PERMANEN T unuTY EASEM€Nf TO CI TY Of RENTON EX. 30' RAILROAD EASEMENT t:,, = 70"58'36" R • 380.84' L • 471 .78' :,,: -~ I I I -'i \ 290.8 .-- u;:. 12ftCONC.•.\ 4.JB I.E. 12"CONC.=15.78 EX. DE'rENTION BASIN CONTROL STRUCTURE (HOMEBASE) RIM=18.92 L.E. 12"C0NC.lESE)=l5.74 J.£. 12"C0NC. SSE)-1.3.52 I £. 12"CONC. W)-12.94 JP£ CBL SP T8-'I' I I STEEL CASING / '-1+1--Jr.t ~"" DlP WCL q-- I '" \ ) I I I I I I I \ I I \ I \ I \ I I -~-=1 ~- =-=-=-' . ,, __ ,~ :il E . 20' UTI !TY EASE EN T jjl O'll'B lI'll'II L~ 1" !I' B c.o ..... • · I /1 (}fo\t // // LO'll' n Bl[llfDlllfG sn• PlLA!f l'Oll BVBLfflG'l!'OK !!'OB 'll'mlBllf P H A S E O N E WAR HOUS 9 0 -"' d ·5..--a I }<QIP CL 52 / SPOot...., / '",,, MH ~O. cb.._ :>:_'~, ......... ----/ ----,2-oiPc;L$2~ D: CL"°s2~ -.-..._,,,,/ d I ,,f '-I I a. 6' '-s ~ 12" DIP CL 52 _ __/ I:,, I : _.., _;5 No. 3 '--...._ ., srrc, cAs,Nc- 1 I I I -,---4.-----'-II,.,...., : // ' . ' ;rtrl] I \.,\ I OFFICE I j IC\ \ 2,096 SQ. FT. / ',,--'°:,..C.7".,.C."7"',",""7'7"-,f', OPANE TA I I I I I ! FIN. FLOOR e:: 19.70 ~ / l,b--________ ~1-§.2_ 4 ---1 ... --+--/ I -7"'~ ~"' 15' PERMANENT Unt ITY I /""): /' ·-"" ✓,,-.., ESMT TO CITY OF RENTON ::::::,---··""" I .,,..;,,,;,·.-A: ... ~,.-;:, ~-V-: FREE ST ANDING J: ::::-::;:; ,, ~ ,-r'°;;: ~ , ::,.,-. ;.----1/ / LIGHTING FIXTURES ~ ,.,.,.-;..--"\ 1/ / ~!!;;;;;.;,--:------~~-\ L. /-......_ ....-EX SWALE c.._12" DIP CL 52 / _.., -_., --,r--7' ----------/ ;;.,-----:""'7=: -_L ..___ . --.,I -c__ ._ ------=---=-=- -~ ;;:.,-,./ N87"50'47"W FUTURE SWALE../ =>, ~;;...-..c·__.,-::: ~ -~ 15"P~1~ ______ 1S"PVC S~- -?J' = = -·--,.-,,'\f"T ' BSP 1"0, 01,-e• '9__ 'l " DIP ' 5 EX. SWALE EX. 10· UTILITY 1:"ASEMENT t:,, • 76-03' 49" R ~ 443.37' L • 588.60' DATUM 40 HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 I 0 40 SCALE IN FEET Jni'l V 4 ~ . .i VERTICAL DA TUM: r:-= ~r.:t· '"D ,._\...,_ .__ Cl TY OF RENTON CONTROLLING BENCHM ARK: CITY OF RENTON BENCHMARK NO. 672 •cHISELED SQUARE IN CONCRETE WALK 6.5 FEET WEST AND 1.0 FEET NORTH OF SERVICE ENTRANCE DOOR TO SAM YOUNKER'S DATSUN ," ELE VATION = 20.94' 517,58' /oo I =::2'.'.:-<":: o:. BERM -"' = ::::J' --,--=· EX. SWALE EX. KEYSTONE RET. W..\Ll. -·-··---------·-----------~·~- 1 ·w EX. 12" DIP WA TER ___, _______ _ lHDRJ Horton Dennie & Aeeoclatee, Inc. CITY Con1ulttng En9lnHrs, fJlonn•,.., ond Surnyora ICIIIKlAhO, Wk!NGTON • 8U--252e OF RENTOI\T DEPARTMENT OF PUBLIC WORKS WATER AND SANITARY SEWER PLAN FARWEST STEEL • PHASE TWO f--+-----------+--+--l-----l--'O:::E::Sl;:;GN.::E:::D':....:B:::OMc;:,,.\,...:;TI<c;_-1 DATE, 12/30/99 FlLE NAME: 99660081 .DWG PLOT DATE, 12 27 99 DRAWN: SN J.E. RESTRICTOR PLATE=10.92 OVERFLOW EL ..... 16. 39 I CHECKED: CNW SCALE: 1 • • 40' 'l NO. RE.VISION BY APPR. DATE APPROVED: SHEET: J OF: J ----------------·-----------------------------------------------------------------------------------------J....--'-------------'---'--L-:.....:....._L.-____ ,__!~!!!•~'!!-~~:.!~~•!!a"i,.'.l!""!!! ... 2.. ___ _L.:._ . .::__;,~~.,,:_-J 5Jr -tKJ-Oo;A ' I' I ' I 'I 'I' I ' I I I 'I ' I ' i 'j' I' I ' i I I 1111 I' I' I I I I 11 I 11 I' I' I' 11 I ' 11 I 11 I ' 11 I ' I' I' 11 I I I I '1 1 I I 'I j I" 1 2 5 '> 6 NO CHANGES PROPOSED EX. SOIi.,«.;~--~ W-"16:6 • ,o~rLOv.tlNE(S,N),=:6.04 w :::, z w > < C z -... INTAKE NO, 7 A STA. 1+10.,:i OFFSE:T 7. 35 L 12" PVC SD CB NO. 1 STA. 1+07.83 OFFSET 0+00 I \ \ ~ I r, ;, 8 + --8"55 -ft:£:v-t--t--"st Ex. ss .. ~ M'c".----RIM,.,1 "'. 1 CTR, fLOWLINE (W,S,E,N)•8.81 STOP SIGN STREET LIGHT ON 3x3 CONC. BASE _IX. CONNECTION 56+69.17 UNO AVENUE D+00.00 ACCESS ROAD l SW 1/4, SEC. 30, TWP. 23N, R. SE W.M. t.1•1 . I.E. B"C0'1<;.(E)=12.67 BOT.-12.3 \ EX. SANITARY SEVIER STUB-OU 8"55 STREET UGHT ON .!!d CONC. BASE 0 EX.12"'W EX. SSMH iftij.1 . CTR. FLOWUNE(N,W,E)•4.98 X RfM:or16.5± I.E. B"CONC.(NE)•14.2:t E:X. 1.r GATE VALVE. IN VAULT I.C'Jl' • RIM-16.84 £LR\ \ EX. SSMH STREET LIGHT ON :d .ONC. ASE STORM DRAINAGE I STIJB-OUT "' I EX. CB RtM•15.36 I I \J.E. B"CONC.(N)-12.78 I IBOT.•1O.9 PM I ~ ai I / POWER '1 I I / STUB-OUT I I MARKER POST I I I-1 o' LANDSCAPE & I U11LITY ESMT. O )I I I ~: I I\ / "t,, \ I ,,) 11/ I BfflDfflG 111'11 PX.S l'OB BVBLDG'll'OS R'OBTKBBd B8P 11'0. o,,-ta 14.1 (DC) +-;+--+fl,il 14.8 {EX) 1 1&.0 (tx) C 115.1 (fX)-/1-1'-'/+I !l I 15.7 (EK)-rlf-4-f-+r---+l I I CB NO, 25 1rD1P CL 52 SD CB NO. 20 /1 • 70'58'36" R • 380.84' l -471,78' CB NO. 12"PVC SD OUTFALL NO. SA WATER QUALITY POND NO. 3 DETENTION BASIN --~ SEE DETAILS SHEET 5 WATER QUALI TY POND NO. 2 ..lli.UJSE NO, 4C JNTAKE NO. 48 CB NO. C, "' I I =~~=+HH-·lll 114.701 ~----,eEXo,·,eS-,,ANITARY Sf.WER srua-our--INTAKE .J'!ATER QUALITY POND NO. 1 1-POINT or EX, f'ROG • ELEV.-16.66 .--'.'. X. C .59 RIM•16.48 ONC.(S1'1)•13.72 I.E. B"CONC.(S)•15 OJ a•coNC.(N)c13.63 B0T.-15.0 ·•2• S.W. 34T !mi:\, p IP SD • p SDC RIM-= INV "" cm. '78-'I' I I I I I I DIP CL p2 SD NO. SC \ \ • I I \ t_-~ .k ill::.@ CB NO. 50 \ SD NO. 3 18.50 16.00 I I~ :i3 ! ~) 1 ' P C SD I A' I I I I I I I !111.00 I OU \NV • p 5.00 SD RIM INV E . 20" UTI ITY EASE p H 8" PVC D + I ,s.ool c~ rw . g A S RlM•16,21 I.E. 8"CONC.(N)=14.7B BOT.•14.7 STRE ALL NO. 1A 15.2B HASE WAREH SE JJ,O 0 SQ. F TYP. 0 NO. -18.50 ,.. 16.15 ENT E 0 N E 8~ PVC SD T EX. CB RIM•16.DJ I.E. B"CONC.(E)•1J.52 BOT.•12.O NO, • 18.50 "" 16.65 2 INV X. CB RIM •16.08 I.E. 6"CONC.(S,W,E)•1H8 5.§i I.E. 8"CONC.(W)•1 J,59 .ail CONC.(N)•1J, 17 14.00 L WER ---· (.,,, • I.., I - ,.3: \., --~ : L ± ,cso --=-========-a·ss ------------ CURB CUT ·~SPH;.~r-&F :: TEMP. SIGN NITRO EN--+----+-~ STOR E PAO OUTFALL NO. 11 A ==r::: 8 NO..__jj_ OXYGEN iANK. -H1 --......_ ~ EX. SWALE --- 517,58' EX, 10' UTILITY EASEMENT /1 • 76'03' 49" R • 443,37' 40 20 0 40 ~ L • 588.60' DATUM flORIZON TAL DATUM: CITY OF RENTm; NAD 83/91 VERTICAL DATUM: CITY OF REN TON SCALE IN FEE T CONTROLLING BENCHMARK: ctn OF RENTON BENCflMARK NO. 672 "CHISELED SQUARE IN CONCRETE WALK 6.5 FEET WEST AND 1.0 FEET NORTH OF SERv1CE ENTRANCE DOOR TO SAM YOUNKER'$ DATSUN," ELEVATION = 20.94' = =-_T -EX. BERM __ =1 <:'" EX. SWALE ;, ____ -~EX, 12"GV " •-----12")!::l='i===::-::::-::======-c=-.!..,1 c'."W'!i:::.====-= EX. KEYSTONE REr. ----- ASPHALT -·---EX. 12".DIP WATER _________________ _ [ii.:i[J EX. 20' UTIUTY EASEMENT /1 = 02•33•59• R • 605.87' L • 27.14' /1 u 03'49' 33• R • 605.87' ·-----------7 ,---.fi{ ----------- EX. 15' RENTON-1 I NI lHDA) Horton Dennie & Aaaoclatea, Inc. UTILITY EASEMENT EX. FIR( HYDRANT LO'll' • EX. WATER METER Con111lffng Engh'l•era, Plann,,., and Sun'910rw l<IIIILNII, -.-stllHliT<JI • 12Z-.!'2:I JO' INGRESS / EGRESS EASEMENT EX. CB EX. TYPE II CB IM""1 . 1.E. 1rc0Nc.(E)-9.B4 LE. 12"CONC.(w)~9.85 EXISTING 30' RAILROAD EASEMENT LO'll' 'I' BRR'DJIMG Bil'll'll l!'L4.l, JriOlllll B'ltJ'BlL,l!MG'll'OJIJ JIJCB'll'EDJr lBl!IP 11'0. OU1-tl I.E. 12"CONC.•1 4.38 I.E. 12"CONC.-15.78- EX. DETENTION BASIN CONTROL STRUCTURE HOMEBASE RIM•1 8.92 1,E, 12'\:0NC.lESE)•15.74 I.E. 12"CONC. SSE)-13.52 I.E. 12"C01~C. W)•12.94 I.E. RESTRICTOR PLATF. .. 10.92 OVERFLOW EL.•16 . .39 Tl I I I 111 I' I' 11 I I I 11II111111 I I I 11I'I'1111 I' 11 I I I 111111II1111 I 1111111 1111 111 I I' I' 11 I 11 Ill' 1 2 4 5 <> 6 0£ 6t !lZ LZ 91: SZ t . e;: ;:;: I Z OZ 6 1 81 · L 91 ,111111111111111!1111111111!1111111111111 11111111 11111111111 11 1!1111 1111111111111!11111111 11 111 111111111111111111111111111 1111111 1111!11 L • 40.46' BJIHDIIIMG l!lll'Jl'll IPL.&.H lriOIB -f<O~ I i-------------------1 l!'OllllLilMG'll'OR' UCli'll'l~llllllM L.._J C ITY OF RENTON BXIIS'll'IIMG BOHlBIB.£,1ll DEPARTMENT OF P U BLIC WORKS ORADINO AND STORM DRAINAGE PLAN FARWEST STEEL • PHASE TWO t----t--------------t---1--+----+-'D'-=i~SIG;;c•N'-"E:::;D,~TI<--'--\~BOM=---j DATE: 12/JD/Oi FILE NAAiE: lil96600B1 .OWG PLOT DATE: 12 27 99 DRAWN: SN ... -10/1/11 CHECKED: CNW SC~E: 1" • 40' nEI.O 800!(: NO, REVISION BY APPR. APPROVED: Dl"l:CfOIII 1W ll'Uk.lC -a SHEET: 2 OF: J NO CHANGES PROPOSED