The URL can be used to link to this page

24-100317-Plan Set-01.23.24SITE PACIFIC HWY SS 320TH ST11TH PL SS 316TH ST THE COMMONS AT FEDERAL WAY S 317TH ST 13TH AVE SREVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:15 PMG001 SHEET INDEX 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL PROPERTY OWNER: KING COUNTY DEPT. OF COMMUNITY AND HUMAN SERVICES 401 5TH AVENUE, SUITE 500 SEATTLE, WA 98104 PH: 206.477.0189 CONTACT: CHRISTA WOOD EMAIL: cwood@kingcounty.gov PROPERTY OPERATOR: THE URBAN LEAGUE 105 14TH AVENUE, SUITE 200 SEATTLE, WA 98122 SHEET NO. SHEET NAME G001 SHEET INDEX G002 GENERAL NOTES AND SYMBOLS G005 PRE-APPLICATION MEETING NOTES G006 PRE-APPLICATION MEETING NOTES G010 ZONING CODE ANALYSIS G011 ZONING CODE ANALYSIS G012 COMMUNITY DESIGN GUIDELINES G013 EFFICIENCY DWELLING UNIT ANALYSIS 1 OF 2 ALTA SURVEY 2 OF 2 ALTA SURVEY L0.0 COVER SHEET L1.0 LANDSCAPE SHEET D001 DEMOLITION PLAN - SITE D101 DEMOLITION PLAN - LEVEL 1 D102 DEMOLITION PLAN - LEVEL 2 D103 DEMOLITION PLAN - LEVEL 3 A001 PLAN - SITE A101 PLAN - LEVEL 1 A102 PLAN - LEVEL 2 A103 PLAN - LEVEL 3 A104 PLAN - ROOF A200 EXISTING EXTERIOR ELEVATIONS A201 EXISTING EXTERIOR PHOTOS A202 EXISTING EXTERIOR PHOTOS PROJECT NAME: HEALTH THROUGH HOUSING (HTH) - FEDERAL WAY ADDRESS OF PROPERTY: 1400 S 320TH ST, FEDERAL WAY, WA 98003 ASSESSOR PARCEL NO.:0821049121 LEGAL DESCRIPTION: LOT 1 OF FEDERAL WAY LLA #BLA98-0010 REC #9812099006 SD LLA LOCATED IN SW 1/4 OF SE 1/4 OF SE 1/4 OF SEC 8-21-4. ZONING:CC-F APPLICATION: USE PROCESS III, SEPA ENVIRONMENTAL REVIEW PROJECT DESCRIPTION: FORMER 3-STORY EXTENDED STAY HOTEL CONVERTED TO 86 PERMANENT SUPPORTIVE HOUSING EFFICIENCY DWELLING UNITS. INTERIOR SPACES INCLUDE OFFICES, GATHERING ROOMS, TV ROOM, WARMING KITCHEN AND LAUNDRY FACILITIES. UPGRADES TO THE SITE INCLUDE MINOR REVISIONS TO SURFACE PARKING AND THE ADDITION OF COVERED OUTDOOR OPEN SPACE. PROJECT INFORMATION: SITE AREA: 80,596 SF (1.85 ACRES) DENSITY CALC: 86 UNITS / 1.85 ACRES = 46 UNITS PER ACRE BUILDING FOOTPRINT: 14,540 SF BUILDING AREA: 43,241 SF (GROSS) BUILDING HEIGHT: 42' - 2" CONSTRUCTION TYPE: THREE LEVELS OF TYPE V-A OCCUPANCY: PROPOSED CHANGE FROM R-1 TO R-2 NO. OF UNITS: 86 EFFICIENCY DWELLING UNITS SOLID WASTE STORAGE: 519 SF REQUIRED / 519 SF PROVIDED PARKING SPACES: 84 SPACES (75) STANDARD, (5) ACCESSIBLE, AND (13) COMPACT VICINITY MAP SHEET INDEXPROJECT IMAGE PROJECT DATA DESIGN TEAM UNIT COUNT BY FLOOR LEVEL # OF UNITS LEVEL 1 20 LEVEL 2 33 LEVEL 3 33 TOTAL 86 UNIT SCHEDULE ROOM # UNIT TYPE EXISTING / NEW TYPE GROSS AREA REMARKS LEVEL 1 101 UNIT (E) EXIST. 346 SF 102 UNIT (E) EXIST. 316 SF 103 UNIT (E) EXIST. 344 SF 104 UNIT (E) EXIST. 344 SF 105 UNIT (E) EXIST. 312 SF 106 UNIT (E) EXIST. 343 SF 4 107 UNIT (E) EXIST. 312 SF 108 UNIT (E) EXIST. 312 SF 109 UNIT (E) EXIST. 312 SF 110 UNIT (E) EXIST. 312 SF 111 UNIT (E) EXIST. 337 SF 112 UNIT (E) EXIST. 312 SF 113 UNIT (E) EXIST. 343 SF 114 UNIT (E) EXIST. 344 SF 115 UNIT (E) EXIST. 343 SF 116 UNIT (E) EXIST. 312 SF 117 UNIT (E) EXIST. 343 SF 2 118 UNIT (E) EXIST. 312 SF 119 UNIT (E) EXIST. 315 SF 120 UNIT (E) EXIST. 316 SF 20 6526 SF UNIT SCHEDULE ROOM # UNIT TYPE EXISTING / NEW TYPE GROSS AREA REMARKS LEVEL 2 201 UNIT (E) EXIST. 346 SF 202 UNIT (E) EXIST. 316 SF 203 UNIT (E) EXIST. 344 SF 204 UNIT (E) EXIST. 344 SF 205 UNIT (E) EXIST. 312 SF 206 UNIT (E) EXIST. 343 SF 207 UNIT (E) EXIST. 312 SF 208 UNIT (E) EXIST. 312 SF 209 UNIT (E) EXIST. 312 SF 210 UNIT (E) EXIST. 312 SF 211 UNIT (E) EXIST. 337 SF 212 UNIT (E) EXIST. 312 SF 213 UNIT (E) EXIST. 343 SF 214 UNIT (E) EXIST. 344 SF 215 UNIT (E) EXIST. 343 SF 216 UNIT (E) EXIST. 312 SF 217 UNIT (E) EXIST. 344 SF 218 UNIT (E) EXIST. 343 SF 219 UNIT (E) EXIST. 344 SF 220 UNIT (E) EXIST. 344 SF 221 UNIT (E) EXIST. 307 SF 222 UNIT (E) EXIST. 312 SF 223 UNIT (E) EXIST. 312 SF 224 UNIT (E) EXIST. 312 SF 225 UNIT (E) EXIST. 312 SF 226 UNIT (E) EXIST. 312 SF 227 UNIT (E) EXIST. 342 SF 5 228 UNIT (E) EXIST. 337 SF 229 UNIT (E) EXIST. 343 SF 5 230 UNIT (E) EXIST. 344 SF 231 UNIT (E) EXIST. 315 SF 232 UNIT (E) EXIST. 312 SF 233 UNIT (E) EXIST. 316 SF 33 10789 SF UNIT SCHEDULE ROOM # UNIT TYPE EXISTING / NEW TYPE GROSS AREA REMARKS LEVEL 3 301 UNIT (E) EXIST. 346 SF 302 UNIT (E) EXIST. 316 SF 303 UNIT (E) EXIST. 344 SF 304 UNIT (E) EXIST. 344 SF 305 UNIT (E) EXIST. 312 SF 306 UNIT (E) EXIST. 343 SF 307 UNIT (E) EXIST. 312 SF 308 UNIT (E) EXIST. 312 SF 309 UNIT (E) EXIST. 312 SF 310 UNIT (E) EXIST. 312 SF 311 UNIT (E) EXIST. 337 SF 312 UNIT (E) EXIST. 312 SF 313 UNIT (E) EXIST. 343 SF 314 UNIT (E) EXIST. 344 SF 315 UNIT (E) EXIST. 343 SF 316 UNIT (E) EXIST. 312 SF 317 UNIT (E) EXIST. 344 SF 318 UNIT (E) EXIST. 343 SF 319 UNIT (E) EXIST. 344 SF 320 UNIT (E) EXIST. 344 SF 321 UNIT (E) EXIST. 307 SF 322 UNIT (E) EXIST. 312 SF 323 UNIT (E) EXIST. 312 SF 324 UNIT (E) EXIST. 312 SF 325 UNIT (E) EXIST. 312 SF 326 UNIT (E) EXIST. 312 SF 327 UNIT (E) EXIST. 342 SF 5 328 UNIT (E) EXIST. 337 SF 329 UNIT (E) EXIST. 343 SF 5 330 UNIT (E) EXIST. 344 SF 331 UNIT (E) EXIST. 315 SF 332 UNIT (E) EXIST. 312 SF 333 UNIT (E) EXIST. 316 SF 33 10789 SF TOTAL: 86 28103 SF REMARKS: 1. ALTERED UNIT; INCLUDED IN WORK AREA 2. ACCESSIBLE UNIT PER ANSI 1002, WITH ROLL-IN SHOWER 3. UNIT WITH VISION / HEARING ACCOMMODATION: 2010 ADA SECTION 233.3.1.2 - PROVIDE FLASHING EMERGENCY STROBE AND COMMUNICATION FEATURES PER 2010 ADA SECTION 809.5 4. ACCESSIBLE UNIT WITH TUB (EXISTING / UN-ALTERED) 5. UNIT WITH VISION / HEARING ACCOMMODATION (EXISTING / UN-ALTERED) *VISION / HEARING ACCOMMODATION UNITS ARE A COMBINATION OF BOTH ACCESSIBLE UNITS AND EXISTING TYPE B UNITS. TYPE B UNITS 80 -80 VISION / HEARING ACCOMMODATION UNITS 4 -4 ACCESSIBLE UNITS 6 -6 TOTAL # OF UNITS 86 -86 UNIT TYPES EXISTING NEW TOTAL UNIT DISTRIBUTION ARCHITECT: SMR ARCHITECTS, PLLC 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 PH: 206.623.1104 CONTACT: DEAN KRALIOS EMAIL: dkralios@smrarchitects.com LANDSCAPE ARCHITECT: AHBL, INC. 1200 6TH AVENUE, SUITE 1620 SEATTLE, WA 98101 PH: 206.267.2425 CONTACT: CRAIG SKIPTON EMAIL: cskipton@ahbl.com INCLUDING BUT NOT LIMITED TO: 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS ICC/ANSI A117.1-2009 2018 WASHINGTON STATE ENERGY CODE 2018 INTERNATIONAL MECHANICAL CODE 2020 NATIONAL ELECTRICAL CODE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL FIRE CODE FEDERAL WAY REVISED CODE REFERENCE CODES EXISTING GROSS AREA BY FLOOR LEVEL FLOOR AREA (SF) LEVEL 1 14412 SF LEVEL 2 14412 SF LEVEL 3 14412 SF 43236 SF NO DATE DESCRIPTION 101 WALL ASSEMBLY WINDOW TYPE RELITE TYPE DOOR NUMBER PROPERTY LINE HIDDEN LINE (ABOVE OR BELOW) EXTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL INTERIOR ELEVATION SMOKE DETECTOR EXIT SIGN FIRE EXTINGUISHER HOSE BIB FLOOR DRAIN GRID MARKER RAISED SLAB (PLAN VIEW) DEPRESSED SLAB (PLAN VIEW) INDICATES OPENING IN FLOOR ACCESSIBLE DOOR CLEARANCES TYPE A BARRIER FREE UNIT R1 SPOT ELEVATION 1 A5.00 1 A5.10 1 A4.00 1 A8.00 A B C D SD EXIT FE FD HB12"48"6" 6" 6"6" A CENTERLINE A 1i 101 0 A101 1 SIM REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:15 PMG002 GENERAL NOTES AND SYMBOLS 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL & AND < ANGLE @ AT CENTERLINE # POUND OR NUMBER ACOUST ACOUSTICAL AD AREA DRAIN ADJUST ADJUSTABLE AF ACCESS FLOOR AGGR AGGREGATE ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASB ASBESTOS ASPH ASPHALT BD BOARD BF BRACE FRAME BITUM BITUMINOUS BLDG BUILDING BLK BLOCKING BM BEAM BOT BOTTOM C.I. CONT. INSULATION CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CH CHALK CI CAST IRON CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLKG CAULKING CLR CLEAR CMU CONCRETE MASONRY CNTR COUNTER CO CASED OPENING COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CTR CENTER CTSK COUNTERSUNK DBL DOUBLE DEPT DEPARTMENT DF DRINKING FOUNTAIN DET DETAIL DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DO DOOR OPENING DP DEEP DR DOOR DWR DRAWER DS DOWNSPOUT DSP DRY STANDPIPE DW DISHWASHER DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EME EMERGENCY ENCL ENCLOSURE EOS EDGE OF SLAB EP ELECTRICAL PANEL EQ EQUAL EQPT EQUIPMENT EWC ELEC. WATER COOLER EX EXISTING EXIST EXISTING EXPO EXPOSED EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FC FIBER CEMENT FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXT. CABINET FHC FIRE HOSE CABINET FIN FINISH FL FLOORING FLASH FLASHING FLUOR FLOURESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOP FACE OF PARTITION FOS FACE OF STUDS FOT FACE OF TILE FPRF FIREPROOF FR IN FLOOR ELECT. RECEPTACLE FS FULL SIZE FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GL GLASS GND GROUND GR GRADE GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HC HOLLOW CORE HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HGT HEIGHT ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INCL INCLUDE JAN JANITOR JT JOINT KIT KITCHEN LAB LABORATORY LAM LAMINATE LAV LAVATORY LKR LOCKER LT LIGHT LVT LUXURY VINYL TILE MAS MASONRY MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MTL METAL MI MATCH LINE MFR MANUFACTURE(R) MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MTD MOUNTED MUL MULLION N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER (DIM.) OFCI OWNER FURNISH CONTRACTOR INSTALL ORD OVERFLOW ROOF DRAIN OSB ORIENTED STRAND BOARD PRCST PRE-CAST PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PR PAIR PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER & RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE QT QUARRY TILE R RISER RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN RECEPT RECEPTACLE REF REFRIGERATOR REG REGISTER REINF REINFORCED REM REMOVE(D) REQ REQUIRED RM ROOM RO ROUGH OPENING RWD REDWOOD RWL RAIN WATER LEADER S SOUTH SAM SELF ADHESIVE MEMBRANE SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF STOREFRONT SH SHELF SHWR SHOWER SHT SHEET SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SSK SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL TRD TREAD TB TOWEL BAR T-BD TACK BOARD TC TOP OF CURB TEL TELEPHONE TER TERRAZZO T&G TONGUE & GROOVE THK THICK TO TOP OF TOIL TOILET TP TOILET PAPER TPD TOILET PAPER DISPENSER TV TELEVISION TW TOP OF WALL TYP TYPICAL UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAC VACUUM VCT VINYL COMPOSITE TILE VERT VERTICAL VEST VESTIBULE W WEST W/ WITH WC WATER CLOSET WD WOOD W/O WITHOUT WP WATERPROOF WSCT WAINSCOT WT WEIGHT WDW WINDOW WRB WEATHER RESISTIVE BARRIER 1. ALL WORK SHALL COMPLY WITH CODES AND LOCAL ORDINANCES. SEE "REFERENCE CODES" ON SHEET G001. 2. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS AND EXISTING CONDITIONS OF THE JOB BEFORE PROCEEDING AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. IN CASES OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN WRITTEN DIRECTIONS FROM THE ARCHITECT PRIOR TO PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DISTANCE TO EXISTING REFERENCE AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR VARIATION FROM INDICATED DIMENSION. 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 4. REPETITIVE FEATURES DRAWN OR NOTED ONLY ONCE SHALL BE COMPLETELY PROVIDED AS IF DRAWN OR NOTED IN FULL. 5. ALL FRAMING AND INTERIOR PARTITIONS SHALL BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. STRUCTURAL DETAILS TAKE PRECEDENCE OVER ARCHITECTURAL. WHERE INCONSISTENCIES EXIST, CONTACT ARCHITECT FOR CLARIFICATION. 6. CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR DUCTS, PIPING, CONDUIT AND EQUIPMENT, ALL SHALL VERIFY SIZE OF ALL OPENINGS REQUIRED AND SHALL COORDINATE WITH TRADE REPRESENTATIVES AS APPLICABLE. VERIFY ALL FIELD DIMENSIONS WITH CONDITIONS FOR ITEMS FURNISHED AND INSTALLED. NOTIFY ARCHITECT IMMEDIATELY WHERE FIELD CONDITIONS VARY OR CONFLICT WITH INDICATED. 7. CONTRACTOR TO PROVIDE SHORING AND/OR BRACING AS REQUIRED TO COMPLETE THE WORK. 8. PENETRATIONS FOR CONDUITS, DUCTS AND PIPES SHALL BE FIRE SEALED AND DUCTS FIRE DAMPERED, AS INDICATED AND AS REQUIRED BY INTERNATIONAL BUILDING CODE, AT FIRE ASSEMBLIES. 9. FIRE PROTECT ALL STEEL COLUMNS & BEAMS TO THE LEVEL OF FIRE RESISTANCE NOTED ON DETAILS AND DRAWINGS. 10. THE CONTRACTOR, AT THE COMPLETION OF THIS WORK, SHALL REMOVE ALL DEBRIS RESULTING FROM THE WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE DONE BY SUBCONTRACTORS TO ADJACENT WORK AND SHALL MAKE GOOD SUCH DAMAGE AT THEIR OWN EXPENSE. CONDITIONS TO BE RETAINED WHICH ARE DAMAGED AS A RESULT OF WORK DONE UNDER CONTRACT SHALL BE REPAIRED AND FINISHED TO MATCH ADJACENT FINISHES. 12. ALL FRAMING AND INTERIOR PARTITIONS SHALL BE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S NOTES. 13. FIRE-STOP WALLS, FLOORS AND FURRED AREAS PER IBC. 14. CUTTING AND FINISH PATCHING OF OPENINGS BY THE RESPECTIVE SUBCONTRACTOR SHALL BE SUPERVISED FOR THE TRADE BEING SERVED BY THE GENERAL CONTRACTOR. ALL CUTTING AND PATCHING TO BE IN CLOSE COORDINATION AMONG MECHANICAL AND ELECTRICAL SUBCONTRACTOR AND WILL INCLUDE FIRE SPRINKLER AND FIRE ALARM SUBCONTRACTORS. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME THOROUGHLY FAMILIAR WITH ALL DOCUMENTS BEFORE THE INSTALLATION OF THIS WORK; ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER CONSULTANT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND DIRECTION. 16. SHOP DRAWINGS FOR NEW WORK TO THE EXISTING FIRE SPRINKLER SYSTEM, FIRE ALARM SYSTEM, PLUMBING SYSTEM, AND THOSE ITEMS IDENTIFIED IN THE STRUCTURAL NOTES SHALL BE SUBMITTED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. 17. IF NOT NOTED, DIMENSIONS ARE TO THE FOLLOWING ORDER OF REFERENCE: A. CENTERLINE OF WOOD STUD, WINDOW OR DOOR B. FACE OF SHEATHING C. CENTERLINE OF STRUCTURE D. FACE OF FINISH MATERIAL 18. ALL DIMENSIONS NOTED AS "CLR" ARE CLEAR DIMENSIONS FROM FACE OF FINISH MATERIAL TO FACE OF FINISH MATERIAL. 1. REQUIRED QUANTITY OF ACCESSIBLE UNITS PER CODE SUMMARY. ACCESSIBLE UNIT LOCATIONS ARE INDICATED IN THE BUILDING PLANS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY'. 2. IN NEW ACCESSIBLE UNITS, PROVIDE BLOCKING AND FULLY INSTALLED GRAB BARS. PROVIDE PHOTOS DOCUMENTING INSTALLED BLOCKING IN EACH UNIT BEFORE COVERING THE WALLS. 3. IN COMMON AREAS, PROVIDE BLOCKING AND FULLY INSTALLED GRAB BARS IN ALL NEW BATHING AND TOILET FACILITIES. 4. ALL NEW LOCK AND LATCH SETS TO BE LEVER TYPE IN ALL LOCATIONS. 5. ALL NEW FAUCETS IN KITCHENS AND BATHS (SINKS, LAVATORIES, BATHTUBS AND SHOWERS) TO BE LEVER TYPE IN ALL LOCATIONS. 6. INSULATE EXPOSED DRAIN PIPES AND HOT WATER PIPES UNDER NEW ACCESSIBLE SINKS AND LAVATORIES, INCLUDING THOSE INSIDE REMOVABLE CABINETS. 7. IN ALL ACCESSIBLE UNITS, NEW TOILET HANDLES TO BE PROVIDED ON THE OPEN SIDE OF TANK. GENERAL NOTES - ACCESSIBILITY:GENERAL NOTES:ABBREVIATIONS: SYMBOLS: NO DATE DESCRIPTION REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:16 PMG005 PRE-APPLICATION MEETING NOTES 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL NO DATE DESCRIPTION REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:16 PMG006 PRE-APPLICATION MEETING NOTES 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL NO DATE DESCRIPTION PPV458XXX TTTTTTTPN89°53'40"WPPV458XXX TTTTTTTPN89°53'40"WSOUTH 320TH STREETCC C C C C C C C C C 30' BLDG. HEIGHT LIMITIATION SETBACK 100' - 0" RES. ZONE SETBACK 20' - 0"SIDE YARD10' - 0"SIDE YARD10' - 0"FRONT YARD 10' - 0"460 450 450 450 460460 460450444450460 440 440450 C C SOUTH 320TH STREETCC C C C C C C C C C 460 450 450 450 460460 460450444450460 440 440450 895 SF 37' - 7"23' - 0"22' - 5 1/8"245 SF400 SF 1,795 SF 26' - 5 1/4" MEETING ROOM COMMON LOBBY ENTRY PLAZA TENANT COMMON ROOM & TV LOUNGE50' - 9 7/8"18' - 2" COMMON LAUNDRY 269 SF22' - 5 3/4"20' - 2 3/4"184' - 9 3/8" C C NEW COMMON OUTDOOR SPACE (4,110 SF): SHELTER, P-PATCH, DOG RUN, & LANDSCAPED AREA 22' - 5 1/8"245 SFMEETING ROOM 245 SFMEETING ROOM 22' - 5 1/8"MAX. EXIST. ROOF HEIGHT MAX. ALLOWABLE ZONING HEIGHT GRADE PLANE 70' - 0"46' - 9 7/8"REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:20 PMG010 ZONING CODE ANALYSIS 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL 19.230.065 – PERMANENT SUPPORTIVE HOUSING & TRANSITIONAL HOUSING19.230.065 / 19.115.115 – COMMON OPEN SPACE 18. ALL FACILITIES ARE REQUIRED TO BE LICENSED PURSUANT TO THE PROVISIONS OF CHAPTER 12.35 FWRC. COMPLIES 17. THE HOUSING WILL OPERATE UNDER A WRITTEN OPERATIONAL PLAN.COMPLIES 11. ALL BUILDINGS, EXCEPT FOR RELATED PARKING STRUCTURES UP TO 65 FT. IN HEIGHT (SIX STORIES), MUST BE GABLED WITH PITCHED ROOFS, UNLESS THE BUILDING IS TALLER THAN 35 FT. (THREE STORIES) WITH A ROOFTOP THAT CONTRIBUTES TO THE MULTIFAMILY OPEN SPACE REQUIREMENTS. COMPLIES; EXIST. BUILDING INCLUDES A GABLED/PITCHED ROOF 8. FOR COMMUNITY DESIGN GUIDELINES THAT APPLY TO THE PROJECT, SEE CHAPTER 19.115 FWRC. 5. THE HOUSING WILL OPERATE UNDER A WRITTEN COMMUNITY ENGAGEMENT PLAN, APPROVED BY THE GOVERNING AGENCY, BOARD, OR OFFICIAL, WHICH MUST ADDRESS, AT A MINIMUM: (A) HOW THE FACILITY WILL ENGAGE WITH THE COMMUNITY; (B) HOW THE FACILITY WILL RESPOND TO COMMUNITY COMPLAINTS OR CONCERNS; AND (C) WHO IS THE POINT OF CONTACT FOR THE COMMUNITY. THE PLAN SHALL BE PROVIDED TO THE CITY PRIOR TO OCCUPANCY AND SHALL BE UPDATED AND PROVIDED TO THE CITY AS SUBSTANTIVE CHANGES ARE MADE TO THE PLAN. COMPLIES 4. THE FACILITY OR COMPLEX WILL BE OPERATED UNDER THE AUTHORITY OF A REPUTABLE GOVERNING BOARD, SOCIAL SERVICE, OR GOVERNMENT AGENCY, OR PROPRIETOR, TO WHOM STAFF ARE RESPONSIBLE AND WHO WILL BE AVAILABLE TO CITY OFFICIALS, IF NECESSARY, TO RESOLVE CONCERNS PERTAINING TO THE PROPERTY OF RESIDENTS. COMPLIES 3. THE PROPERTY IS SITUATED PROXIMATE TO, AND HAS CONVENIENT ACCESS TO, PUBLIC TRANSPORTATION, SHOPPING, HEALTH CARE PROVIDERS, AND OTHER SERVICES AND FACILITIES FREQUENTLY UTILIZED BY THE RESIDENTS OF THE PROPERTY. COMPLIES; REFER TO DIAGRAM 1/G010 2. THERE SHALL BE NO MORE THAN 110 RESIDENCES LOCATED WITHIN A SINGLE FACILITY OR COMPLEX.COMPLIES; 86 UNITS PROPOSED 1. ANY PROPOSED PERMANENT SUPPORTIVE HOUSING OR TRANSITIONAL HOUSING FACILITY WITH MORE THAN TWO UNITS, OR WHICH BRINGS THE TOTAL NUMBER OF PERMANENT SUPPORTIVE HOUSING OR TRANSITIONAL HOUSING UNITS ON THE PROPERTY TO MORE THAN THREE UNITS, MUST BE DISTANCED AT LEAST ONE AND ONE-THIRD MILES FROM ANY PROPERTY WITH MORE THAN THREE UNITS OF PERMANENT SUPPORTIVE HOUSING AND/OR TRANSITIONAL HOUSING, AS MEASURED FROM THE NEAREST POINTS OF EACH SUCH PROPERTY. REFER TO DIAGRAM 1/G012 ADDITIONAL REQUIREMENTS: *10. STRUCTURES ON PROPERTY THAT ADJOINS A SINGLE-FAMILY RESIDENTIAL ZONE SHALL BE SET BACK A MINIMUM OF 20 FT FROM THE PROPERTY LINE ADJACENT TO THE SINGLE-FAMILY RESIDENTIAL ZONE. THE HEIGHT OF STRUCTURES SHALL NOT EXCEED 30 FT ABOVE AVERAGE BUILDING ELEVATION WHEN LOCATED WITHIN 100 FT FROM SUCH PROPERTY LINE, UNLESS THE PROJECT PROPOSES UTILIZING AN EXISTING BUILDING. COMPLIES; EXIST. CONDITIONS, BUILDING MEETS THE 100 FT SETBACK 70 FEET*COMPLIES; EXIST. CONDITIONS MAXIMUM STRUCTURE HEIGHT: NONE MAXIMUM LOT COVERAGE: 10 FEET*COMPLIES; EXIST. CONDITIONS MINIMUM FRONT, SIDE AND REAR YARD: NONE MINIMUM LOT SIZE: SCALE: 1" = 40'-0"2 SITE DIAGRAM -EXISTING SETBACKS 0 20'40'80' SCALE: 1" = 40'-0"4 SITE DIAGRAM -PROPOSED COMMON SPACE @ LEVEL 1 SCALE: 1" = 40'-0"3 SITE DIAGRAM -PROPOSED COMMON SPACE AT LEVELS 2 & 3 0 20'40'80' (f) THE COMMON OPEN SPACE SHALL BE SUFFICIENTLY DESIGNED AND APPOINTED TO SERVE AS A MAJOR FOCAL POINT AND GATHERING PLACE. COMMON OPEN SPACES SHALL INCLUDE A SIGNIFICANT NUMBER OF PEDESTRIAN-ORIENTED FEATURES, FURNISHINGS, AND AMENITIES TYPICALLY FOUND IN PLAZAS AND RECREATIONAL OPEN SPACE, SUCH AS SEATING OR SITTING WALLS, LIGHTING, WEATHER PROTECTION, SPECIAL PAVING, LANDSCAPING, AND TRASH RECEPTACLES. IN ADDITION, THE COMMON OPEN SPACE(S) SHOULD PROVIDE ONE OR MORE SIGNIFICANT VISUAL OR FUNCTIONAL AMENITIES SUCH AS A WATER FEATURE, FIREPLACE, AND/OR ARTWORK, AND SHOULD ALLOW FOR ACTIVE USES SUCH AS PHYSICAL EXERCISE, CHILDREN'S PLAY AREA, GATHERING AREA FOR GROUP SOCIAL EVENTS, AND P-PATCH OR OTHER GARDENING ACTIVITY. (e) PEDESTRIAN ACCESS WAYS SHALL ONLY BE COUNTED AS COMMON OPEN SPACE WHEN THE PEDESTRIAN PATH OR WALKWAY TRAVERSES A COMMON OPEN SPACE THAT IS 15 FEET OR WIDER. (d) THE COMMON OPEN SPACE SHALL NOT BE LOCATED ON ASPHALT OR GRAVEL PAVEMENT, OR BE ADJACENT TO UNSCREENED PARKING LOTS, CHAIN-LINK FENCES, OR BLANK WALLS, AND MAY NOT BE USED FOR PARKING, LOADING, OR VEHICULAR ACCESS. (c) THE COMMON OPEN SPACE SHALL BE READILY VISIBLE AND ACCESSIBLE FROM STRUCTURE(S) WITH ENTRIES TO RESIDENTIAL UNITS. (b) INDOOR COMMON AREAS SUCH AS RECREATION/WORKOUT ROOMS, SWIMMING POOLS, AND GATHERING SPACES THAT MEET THE CRITERIA OF THIS SECTION MAY BE COUNTED AS COMMON OPEN SPACE SUBJECT TO THE CRITERIA IN THIS SECTION. (a) COMMON OPEN SPACE MUST BE A MINIMUM OF 225 SF AND HAVE A MINIMUM DIMENSION OF 15 FEET. THE INCLUSION OF ADDITIONAL CONTIGUOUS OPEN SPACE AREAS THAT HAVE SMALLER DIMENSIONS, BUT ENHANCE THE USE AND ENJOYMENT OF THE OVERALL LARGER SPACE, MAY BE CREDITED TOWARD THE OVERALL MINIMUM USABLE OPEN SPACE REQUIREMENT SUBJECT TO DIRECTOR APPROVAL. (1) COMMON OPEN SPACE. ALL COMMON OPEN SPACE PROPOSED UNDER THIS SECTION SHALL MEET THE DEFINITION OF OPEN SPACE, COMMON" AS SET FORTH IN THIS TITLE AND ALL OF THE FOLLOWING CRITERIA: COMPLIES SEE DIAGRAMS 3 & 4/AG010 19.115.115: DESIGN CRITERIA FOR RESIDENTIAL USABLE OPEN SPACE AND FEE-IN-LIEU OPTION. (13) THE SUBJECT PROPERTY MUST PROVIDE USABLE OPEN SPACE IN A TOTAL AMOUNT EQUAL TO AT LEAST 100 SQ. FT. PER DWELLING UNIT AND MAY INCLUDE PRIVATE SPACES SUCH AS YARDS, PATIOS, AND BALCONIES, AS WELL AS COMMON OPEN SPACES SUCH AS PLAZAS, PLAYGROUNDS, RECREATION ROOMS, ROOFTOP TERRACES, P-PATCHES, POOLS, ACTIVE LOBBIES, AND ATRIUMS. A MINIMUM OF 25% OF THE USABLE OPEN SPACE PROVIDED MUST BE COMMON OPEN SPACE. ALL ELIGIBLE USABLE OPEN SPACE SHALL ALSO MEET THE REQUIREMENTS SPECIFIED IN FWRC 19.115.115. A FEE-IN-LIEU OPTION IS AVAILABLE FOR UP TO 50% OF THE USABLE OPEN SPACE AS SPECIFIED IN FWRC 19.115.115. COMPLIES 86 UNITS x 100 SF = 8,600 SF OF COMMON OPEN SPACE 19.230.065: PERMANENT SUPPORTIVE HOUSING AND TRANSITIONAL HOUSING 0 20'40'80' SCALE: 1" = 10'-0"1 ELEVATION DIAGRAM -EXISTING BUILDING HEIGHT 0 5 10'20' NO DATE DESCRIPTION PPV458XXX TTTTTTTPN89°53'40"WXXX47' -1"42' -7 7/8"7' -11 5/8"PPV458XXX TTTTTTTPN89°53'40"WSOUTH 320TH STREETCC C C C C C C C C C 460 450 450 450 460460 460450444450460 440 440450 C C 9 SPACES = 76' - 6"12 SPACES = 102' - 0"12 SPACES = 102' - 0"10 SPACES = 100' - 0"8 SPACES = 68' - 0"8 SPACES = 68' - 0" 5' - 0" 8' - 6"8' - 6" 8' - 0" 8' - 6" 4 SPACES = 34' - 0"20' - 0"10' - 0"5' - 0"10' - 0"10' - 0"13 SPACES = 130' - 0"18' - 0"25' - 0"18' - 0"20' - 0"5' - 0"20' - 0"EXIST. PEDESTRIAN WALK15' - 0"24' - 0"GATES ARE EXISTING AND AUTOMATED EXIT ONLYEXISTING TRASH ENCLOSURE 166 SF28' - 0" PROPOSED TRASH ENCLOSURE 353 SF 18' - 0"9' - 11 1/2"13' - 4"CC C EXIST. STORAGE SHED TO REMAIN; EXTERIOR FINISH MATERIAL MATCHES BUILDING EXIST. SITE OBSCURING FENCE AT PROPERTY LINE TO REMAIN PROPOSED TRASH ENCLOSURE TO MATCH DESIGN OF EXISTING ENCLOSURE FOR CONSISTENCY WHEN IN THE OPEN POSITION, GATES TO PROVIDE A MIN. OPENING OF 18' SALVAGED BOLLARDS INSTALLED AT GATE HINGES EXISTING SPEED BUMP SOUTH 320TH STREETCC C C C C C C C C C LANDSCAPE BUFFER 15' - 0"LANDSCAPE BUFFER5' - 0"LANDSCAPE BUFFER5' - 0"LANDSCAPE BUFFER 5' - 0"460 450 450 450 460460 460450444450460 440 440450 C C @ RES. ZONE REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:22 PMG011 ZONING CODE ANALYSIS 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL 19.230.065 / 19.130.020 – PARKING 0 20'40'80' (a) FOR ALL HOUSING UNITS CONSTRUCTED AFTER JULY 1, 2019, THAT ARE AFFORDABLE TO VERY LOW-INCOME OR EXTREMELY LOW-INCOME INDIVIDUALS AND THAT ARE LOCATED WITHIN 1/4 MILE OF A TRANSIT STOP THAT RECEIVES TRANSIT SERVICE AT LEAST 2 TIMES PER HOUR FOR 12 OR MORE HOURS PER DAY, NO MORE THAN ONE PARKING SPACE PER BEDROOM OR 3/4 SPACE PER UNIT SHALL BE REQUIRED, UNLESS THE UNIT IS LOCATED IN AN AREA THAT THE DIRECTOR DETERMINES HAS A LACK OF ACCESS TO STREET PARKING CAPACITY, PHYSICAL SPACE IMPEDIMENTS, OR OTHER REASONS SUPPORTED BY EVIDENCE THAT WOULD MAKE ON-STREET PARKING INFEASIBLE FOR THE UNIT. COMPLIES 86 UNITS * 0.75 = 65 SPACES 84 EXISTING PARKING SPACES ARE MAINTAINED 84 * 5% = 4.2 ACCESSIBLE STALLS REQUIRED; 5 ACCESSIBLE STALLS MAINTAINED SEE DIAGRAM 2/G011 (4): THE NUMBER OF PARKING SPACES REQUIRED BY THIS CODE FOR A PARTICULAR USE SHALL BE REDUCED, AS NEEDED, TO BE CONSISTENT WITH THE FOLLOWING: 19.130.020: NUMBER OF SPACES - MINIMUM (19) MINIMUM RESIDENTIAL PARKING REQUIREMENTS SUBJECT TO FWRC 19.130.020.PARKING REDUCTION REQUESTED PER 19.130.020(4) EFFICIENCY UNITS - 1.0 PER UNIT + 1 SPACE PER 2 EMPLOYEES (15) PARKING SPACES SHALL BE PROVIDED AS FOLLOWS: 19.230.065: PERMANENT SUPPORTIVE HOUSING AND TRANSITIONAL HOUSING SCALE: 1" = 40'-0"2 SITE DIAGRAM -EXISTING PARKING TO BE MAINTAINED 19.230.065 / 19.125 – LANDSCAPING AND SOLID WASTE (vi) THE STORAGE SPACE(s) SHALL BE NO MORE THAN 150 FEET FROM THE COMMON ENTRANCE(S) TO RESIDENCES. COMPLIES; EXIST. & PROPOSED CONDITIONS (d) THE LOCATION OF ALL STORAGE SPACES SHALL MEET THE FOLLOWING REQUIREMENTS: (ii) THE FLOOR OF THE STORAGE SPACE SHALL BE LEVEL AND HARD-SURFACED.COMPLIES; EXIST. & PROPOSED CONDITIONS (i) THE STORAGE SPACE MUST HAVE A MINIMUM DIMENSION FROM THE FRONT GATES TO THE BACK WALL OF AT LEAST 10 FEET. COMPLIES; EXIST. & PROPOSED CONDITIONS (c) THE STORAGE SPACE REQUIRED BY TABLE A SHALL MEET THE FOLLOWING REQUIREMENTS: 51 - 100 DWELLING UNITS: 375 SF + 4 SF FOR EACH UNIT OVER 50 COMPLIES 375 SF + (4 SF * 36) = 519 SF TABLE A: SHARED STORAGE SPACE FOR SOLID WASTE CONTAINERS (7) SPACE AND ACCESS REQUIREMENTS (i) ALL STORAGE AREAS WITHOUT A ROOF REQUIRE A FUNCTIONING OIL WATER SEPARATOR TO BE INSTALLED AND MAINTAINED. THE OIL WATER SEPARATOR MUST BE SIZED AND DESIGNED TO ACCOMMODATE ALL LIQUIDS EXITING THE STORAGE AREA, AS WELL AS ALL SURROUNDING IMPERVIOUS SURFACE THAT DRAINS TO THE OIL WATER SEPARATOR'S LOCATION. THE STORAGE AREA PAD SHALL BE SLOPED AT THE MINIMUM GRADE REQUIRED TO CHANNEL ALL SUCH LIQUIDS TO THE OIL WATER SEPARATOR. COMPLIES (d) WEATHER PROTECTION. (b) ENCLOSURE AND LANDSCAPING. ALL OUTDOOR TRASH ENCLOSURES FOR SOLID WASTE AND RECYCLING RECEPTACLES SHALL BE SCREENED ACCORDING TO FWRC 19.125.040(4) AND (5). IN ALL CASES, GATES SHALL BE SUFFICIENT WIDTH TO ALLOW DIRECT, IN-LINE ACCESS BY SOLID WASTE AND RECYCLING COLLECTORS AND EQUIPMENT. IN USES WHERE 2 OR MORE SEPARATE DUMPSTERS ARE SITUATED SIDE-BY-SIDE WITHIN AN ENCLOSURE, THERE MUST BE A MINIMUM OF 18 FEET OF UNOBSTRUCTED ACCESS WHEN THE GATES ARE FULLY OPENED. ENCLOSURE GATES SHALL NOT INCLUDE CENTER POSTS THAT WOULD OBSTRUCT SERVICE ACCESS. ALL LANDSCAPING SHALL NOT BE DESIGNED TO IMPEDED ACCESS TO THE ENCLOSURE. COMPLIES; EXIST. AND PROPOSED CONDITIONS (a) DESIGN AND ARCHITECTURAL COMPATIBILITY. SOLID W ASTE AND RECYCLING STORAGE AREA DESIGN SHALL BE CONSISTENT WITH THE ARCHITECTURAL DESIGN OF THE PRIMARY STRUCTURE(S) ON THE SITE. STORAGE AREAS SHALL BE BUILT ON A FLAT AND LEVEL AREA AT THE SAME GRADE AS THE TRUCK ACCESS AREA. COMPLIES; EXIST. CONDITIONS WILL BE REPLICATED FOR NEW ENCLOSURE (6) DESIGN GUIDELINES - GENERAL. THE FOLLOWING PROVISIONS SHALL APPLY TO ALL STORAGE AREA DESIGNS: 19.125.150: SOLID WASTE RECEPTACLES - PLACEMENT AND SCREENING (c) TYPE III LANDSCAPING 5 FEET IN WIDTH SHALL BE PROVIDED ALONG ALL PERIMETER LOT LINES EXCEPT AS NOTED IN SUBSECTIONS (7)(a) AND (b) OF THIS SECTION. COMPLIES; EXIST. CONDITION SEE DIAGRAM 1/G011 (b) TYPE I LANDSCAPING 15 FEET IN WIDTH SHALL BE PROVIDED ALONG THE PERIMETER OF PROPERTY ABUTTING A RESIDENTIAL ZONING DISTRICT. COMPLIES; EXIST. CONDITION SEE DIAGRAM 1/G011 (7) LANDSCAPING REQUIREMENTS FOR CITY CENTER (CC). 19.125.060: LANDSCAPING REQUIREMENTS BY ZONING DISTRICT (6)AT LEAST 25% OF NEW LANDSCAPING MATERIALS SHALL CONSIST OF DROUGHT-TOLERANT SPECIES. ALL DEVELOPMENTS ARE ENCOURAGED TO INCLUDE NATIVE PACIFIC NORTHWEST AND DROUGHT-TOLERANT PLANT MATERIALS FOR ALL PROJECTS. COMPLIES; REFER TO LANDSCAPE PLAN (4) ALL TRASH ENCLOSURES SHALL BE SCREENED FROM ABUTTING PROPERTIES AND/OR PUBLIC RIGHTS-OF-WAY BY A 100% SIGHT-OBSCURING FENCE OR WALL AND APPROPRIATE LANDSCAPE SCREEN. COMPLIES; REFER TO SOLID WASTE DIAGRAM 4/G011 19.125.040: GENERAL LANDSCAPING REQUIREMENTS - ALL ZONES (6) REFER TO CHAPTER 19.125 FWRC, OUTDOORS, YARDS, AND LANDSCAPING, FOR APPROPRIATE REQUIREMENTS. 19.230.065: PERMANENT SUPPORTIVE HOUSING AND TRANSITIONAL HOUSING SCALE: 1" = 10'-0"5 SITE DIAGRAM -EXIST. & PROPOSED SOLID WASTE SCALE: 1" = 40'-0"1 SITE DIAGRAM -EXISTING LANDSCAPING 0 20'40'80' SCALE: 12" = 1'-0"4 VICINITY DIAGRAM -TRANSPORTATION & AMENITY SCALE: 3" = 1'-0"3 KEY PLAN -STRUCTURES WITHIN 150' OF SITE NO DATE DESCRIPTION REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:24 PMG012 COMMUNITY DESIGN GUIDELINES 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL 19.115 – COMMUNITY DESIGN GUIDELINES (d) PEDESTRIAN PATHWAYS SHALL BE PROVIDED FROM RIGHTS-OF-WAY, BUS STOPS, PARKING AREAS, AND ANY PEDESTRIAN PLAZAS AND PUBLIC SPACE TO PRIMARY BUILDING ENTRANCES. PEDESTRIAN PATHWAYS SHALL BE CLEARLY DELINEATED BY SEPARATE PAVED ROUTES USING A VARIATION IN COLOR AND TEXTURE, AND SHALL BE INTEGRATED WITH THE LANDSCAPE PLAN. THE EXISTING PEDESTRIAN PATHWAY AT CURB HEIGHT, IS PROVIDED FROM THE RIGHT-OF-WAY TO THE ACCESS-CONTROLLED SECURITY GATE. THE PATHWAY WILL REMAIN IN PLACE TO ALLOW PEDESTRIAN ENTRY TO THE SITE. (i) PRINCIPAL FACADES CONTAINING A MAJOR ENTRANCE SHALL INCORPORATE A VARIETY OF PEDESTRIAN-ORIENTED ARCHITECTURAL TREATMENTS, INCLUDING DISTINCTIVE AND PROMINENT ENTRANCE FEATURES; TRANSPARENT GLASS SUCH AS WINDOWS, DOORS, OR WINDOW DISPLAYS IN AND ADJACENT TO MAJOR ENTRANCES; STRUCTURAL MODULATION WHERE APPROPRIATE TO BREAK DOWN BUILDING BULK AND SCALE; MODULATED ROOFLINES, FORMS, AND HEIGHTS; ARCHITECTURAL ARTICULATION; CANOPIES; ARCADES; PEDESTRIAN PLAZAS; MURALS OR OTHER ARTWORK; AND STREETSCAPE AMENITIES. LANDSCAPING SHALL BE SUED TO DEFINE AND HIGHLIGHT BUILDING ENTRANCES, PLAZAS, WINDOWS, WALKWAYS, AND OPEN SPACE. LANDSCAPING SHOULD NOT BLOCK VIEWS TO THE BUILDING OR ACROSS THE SITE. FOUNDATION LANDSCAPING MAY BE USED TO ENHANCE BUT NOT REPLACE ARCHITECTURAL TREATMENTS. BUILDING MODULATION, ALONG WITH FOUNDATION LANDSCAPING IS USED AROUND THE ENTIRETY OF THE BUILDING. ARTICULATION AT THE MAIN BUILDING ENTRY INCLUDES A SMALL PEDESTRIAN PLAZA AND ENTRY PORTICO. SMALLER CANOPIES ARE USED TO ARTICULATE SECONDARY ENTRIES. (c) BUILDING FACADES SHALL INCORPORATE A COMBINATION OF FAÇADE TREATMENT OPTIONS AS LISTED IN FWRC 19.115.060(2) AND (3)(b), TO A DEGREE THAT IS APPROPRIATE TO THE BUILDING SIZE, SCALE, DESIGN, AND SITE CONTEXT, AND ACCORDING TO THE FOLLOWING GUIDELINES: (b) PRINCIPAL ENTRANCE FACADES SHALL FRONT ON, FACE, OR BE CLEARLY RECOGNIZABLE FROM THE RIGHT-OF-WAY.NOT APPLICABLE; EXISTING BUILDING DOES NOT FRONT THE RIGHT-OF-WAY. (a) THE CITY CENTER FRAME CONTAINS TRANSITIONAL FORMS OF DEVELOPMENT WITH SURFACE PARKING AREAS. HOWEVER, AS NEW DEVELOPMENT OR REDEVELOPMENT OCCURS, THE VISUAL DOMINANCE OF SURFACE PARKING AREAS SHALL BE ELIMINATED OR REDUCED. THEREFORE, PARKING SHALL BE LOCATED BEHIND BUILDING(S), WITH BUILDING(S) LOCATED BETWEEN RIGHTS-OF-WAY AND THE PARKING AREAS, AND ANY PARKING LOCATED ALONG A RIGHT-OF-WAY IS SUBJECT TO THE FOLLOWING CRITERIA: EXISTING BUILDING AND SURFACE PARKING ARE TO BE MAINTAINED IN THEIR CURRENT CONFIGURATION. (3) CITY CENTER FRAME (CC-F) 19.115.090: DISTRICT GUIDELINES (a) BUILDINGS SHOULD GENERALLY BE ORIENTED TO RIGHTS-OF-WAY, AS MORE PARTICULARLY DESCRIBED IN FWRC 19.115.090. FEATURES SUCH AS ENTRIES, LOBBIES, AND DISPLAY WINDOWS SHOULD BE ORIENTED TO THE RIGHT-OF-WAY; OTHERWISE, SCREENING OR ART FEATURES SUCH AS TRELLISES, ARTWORK, MURALS, LANDSCAPING, OR COMBINATIONS THEREOF SHOULD BE INCORPORATED INTO THE STREET-ORIENTED FAÇADE. EXISTING BUILDING IS NOT LOCATED ALONG THE RIGHT-OF-WAY; MAIN BUILDING ENTRY IS VIEWABLE FROM THE PEDESTRIAN AND VEHICULAR ENTRANCE TO THE SITE. (1) BUILDING AND PEDESTRIAN ORIENTATION, FOR ALL BUILDINGS. 19.115.070: BUILDING AND PEDESTRIAN ORIENTATION - ALL ZONING DISTRICTS (b) CONSIDER OPTIONS SUCH AS UPPER LEVEL SETBACKS IN ORDER TO MINIMIZE BULK AND SHADOW IMPACTS ON ADJACENT DEVELOPMENT. EXISTING BUILDING FALLS WELL BELOW THE ALLOWED BUILDING HEIGHT PER THE CC-F ZONE. (a) REDUCE THE APPARENT BULK OF A BUILDING BY BREAKING IT INTO SEVERAL SMALLER MASSES AND VARYING THE ROOF LINE WITH ARCHITECTURAL ELEMENTS. EXISTING ROOF ARTICULATION IS ALIGNED WITH MAIN BUILDING BAYS TO PROVIDE A VARYING ROOF LINE. (4) METHODS TO REDUCE BUILDING MASSING. THE FOLLOWING IS A NONEXCLUSIVE LIST OF METHODS TO BE UTILIZED IN CONSTRUCTION OF BUILDINGS IN ORDER TO REDUCE THEIR IMPACTS ON DEVELOPMENT LOCATED IN AN ADJOINING ZONING DISTRICT THAT PERMITS LESS INTENSIVE RESIDENTIAL OR COMMERCIAL USES: EXISTING BUILDING MASSING WILL BE MAINTAINED. (a) BUILDING FACADES VISIBLE FROM RIGHTS-OF-WAY AND OTHER PUBLIC AREAS SHOULD INCORPORATE METHODS OF ARTICULATION AND ACCESSORY ELEMENTS IN THE OVERALL ARCHITECTURAL DESIGN, AS DESCRIBED IN SUBSECTION (3)(b) OF THIS SECTION. EXISTING BUILDING IS SET BACK FROM THE RIGHT-OF-WAY BY MORE THAN 200 FEET WITH ANOTHER DEVELOPMENT SITED BETWEEN THE BUILDING AND THE STREET. (3) BUILDING ARTICULATION AND SCALE. (b) LANDSCAPE SCREENING. 8 FOOT WIDE TYPE II LANDSCAPE SCREENING ALONG THE BASE OF THE FAÇADE, EXCEPT TYPE IV MAY BE USED IN PLACE OF TYPE II FOR FACADES THAT ARE COMPRISED OF 50% OR MORE WINDOW AREA, AND AROUND BUILDING ENTRANCE(S). EXISTING MATURE LANDSCAPING ALONG THE BUILDING PERIMETER WILL BE MAINTAINED. (a) FAÇADE MODULATION. MINIMUM DEPTH: 2 FEET; MINIMUM WIDTH: 6 FEET; MAXIMUM WIDTH: 60 FEET. ALTERNATIVE METHODS TO SHAPE A BUILDING, SUCH AS ANGLED OR CURVED FAÇADE ELEMENTS, OFF-SET PLANES, WING WALLS AND TERRACING WILL BE CONSIDERED; PROVIDED, THAT THE INTENT OF THIS SECTION IS MET. EXISTING BUILDING BAYS PROVIDED ARE 2'-4" FEET DEEP AND 28'-0" WIDE. (2) BUILDING FAÇADE MODULATION AND SCREENING OPTIONS, DEFINED. ALL BUILDING FACADES THAT ARE BOTH LONGER THAN 60 FEET AND ARE VISIBLE FROM EITHER A RIGHT-OF-WAY OR RESIDENTIAL USE OR ZONE SHALL INCORPORATE FAÇADE TREATMENT ACCORDING TO THIS SECTION. SUBJECT FACADES SHALL INCORPORATE AT LEAST TWO OF THE FOUR OPTIONS DESCRIBED HEREIN; EXCEPT, HOWEVER, FACADES THAT ARE SOLIDLY SCREENED BY TYPE I LANDSCAPING, PURSUANT TO CHAPTER 19.125 FWRC, OUTDOORS, YARDS, AND LANDSCAPING, MAY USE FAÇADE MODULATION AS THE SOLE OPTION UNDER THIS SECTION. OPTIONS USED UNDER THIS SECTION SHALL BE INCORPORATED ALONG THE ENTIRE LENGTH OF THE FAÇADE, IN ANY APPROVED COMBINATION. OPTIONS USED MUST MEET THE DIMENSIONAL STANDARDS AS SPECIFIED HEREIN. EXISTING FAÇADE MODULATION WILL BE MAINTAINED. NO CHANGES TO THE BUILDING EXTERIOR WILL BE MADE. (c) MATERIALS AND DESIGN FEATURES OF FENCES AND WALLS SHOULD REFLECT THAT THE PRIMARY BUILDING(S) AND SHALL ALSO MEET THE APPLICABLE REQUIREMENTS OF FWRC 19.120.120, ROCKERIES AND RETAINING WALLS. ALL EXISTING SITE FEATURES (I.E. FENCING, RETAINING WALLS, ETC.) WILL BE RETAINED. (a) EMPHASIZE, RATHER THAN OBSCURE, NATURAL TOPOGRAPHY. BUILDINGS SHOULD BE DESIGNED TO "STEP UP" OR "STEP DOWN" HILLSIDES TO ACCOMMODATE SIGNIFICANT CHANGES IN ELEVATION, UNLESS THIS PROVISION IS PRECLUDED BY OTHER SITE ELEMENTS SUCH AS STORMWATER DESIGN, OPTIMAL TRAFFIC CIRCULATION, OR THE PROPOSED FUNCTION OR... EXISTING SITE IS ESSENTIALLY FLAT; NO CHANGE TO SITE TOPOGRAPHY OR BUILDING LAYOUT IS PLANNED. (1) GENERAL CRITERIA EXISTING BUILDING SITING AND MATERIALS WILL BE MAINTAINED. 19.115.060: BUILDING DESIGN - ALL ZONING DISTRICTS (i) LIGHTING LEVELS SHALL NOT SPILL ONTO ADJACENT PROPERTIES PURSUANT TO FWRC 19.105.030(3).EXISTING SITE LIGHTING, BOTH ON POLES AND THE BUILDING EXTERIOR, WILL BE MAINTAINED. (a) LIGHTING SHALL COMPLY WITH THE FOLLOWING: (7) MISCELLANEOUS SITE ELEMENTS. (e) OUTDOOR FURNITURE, FIXTURES, AND STREETSCAPE ELEMENTS SUCH AS LIGHTING, FREESTANDING SIGNS, TRELLISES, ARBORS, RAISED PLANTERS, BENCHES AND OTHER FORMS OF SEATING, TRASH RECEPTACLES, BUS STOPS, FENCING, ETC., SHOULD BE INCORPORATED INTO THE SITE DESIGN. SITE FURNITURE WILL BE INCORPORATED INTO THE SITE DESIGN. (b) PEDESTRIAN PATHWAYS AND PEDESTRIAN AREAS SHOULD BE DELINEATED BY SEPARATE PAVED ROUTES USING A VARIATION IN PAVED TEXTURE AND COLOR, AND PROTECTED FROM ABUTTING VEHICLE CIRCULATION AREAS WITH LANDSCAPING. APPROVED METHODS OF DELINEATION INCLUDE: STONE, BRICK, OR GRANITE PAVERS; EXPOSED AGGREGATE; OR STAMPED AND COLORED CONCRETE. PAINT STRIPING ON ASPHALT AS A METHOD OF DELINEATION IS NOT ENCOURAGED. EXISTING PEDESTRIAN PATHWAY CROSSING VEHICULAR CIRCULATION IS CURRENTLY MARKED ON THE ASPHALT PAVEMENT. ANY PROPOSED CROSSING WILL ALSO BE MARKED ON THE ASPHALT PAVEMENT. PEDESTRIAN PATHWAYS ADJACENT TO VEHICLE CIRCULATION ARE 6" HIGHER THAN ADJACENT ASPHALT PAVING. (a) PRIMARY ENTRANCES TO BUILDINGS, SHOULD BE CLEARLY VISIBLE OR RECOGNIZABLE FROM THE RIGHT-OF-WAY. PEDESTRIAN PATHWAYS FROM RIGHTS-OF-WAY AND BUS STOPS TO PRIMARY ENTRANCES, FROM PARKING LOTS TO PRIMARY ENTRANCES, AND PEDESTRIAN AREAS, SHALL BE ACCESSIBLE AND SHOULD BE CLEARLY DELINEATED. COVERED PORTICO ARTICULATING THE BUILDING ENTRY, VISIBLE FROM THE PEDESTRIAN PATH AND VEHICULAR ENTRY FROM THE RIGHT-OF-WAY WILL BE MAINTAINED. (4) PEDESTRIAN CIRCULATION AND PUBLIC SPACES (c) DRIVEWAYS SHALL BE LOCATED TO BE VISIBLE FROM THE RIGHT-OF-WAY BUT NOT IMPEDE PEDESTRIAN CIRCULATION ON-SITE OR TO ADJOINING PROPERTIES. DRIVEWAYS SHOULD BE SHARED WITH ADJACENT PROPERTIES TO MINIMIZE THE NUMBER OF DRIVEWAYS AND CURB CUTS. EXISTING DRIVEWAY AND PEDESTRIAN WALK FROM THE RIGHT-OF-WAY TO BE MAINTAINED. (b) VEHICLE TURNING MOVEMENTS SHALL BE MINIMIZED. PARKING AISLES WITHOUT LOOP ACCESS ARE DISCOURAGED. PARKING AND VEHICLE CIRCULATION AREAS SHALL BE CLEARLY DELINEATED USING DIRECTIONAL SIGNAGE. EXISTING LOOP ACCESS, ONE WAY CIRCULATION, AND VEHICLE TURNING MOVEMENTS TO BE MAINTAINED. (2) SURFACE PARKING LOTS (f) PROVIDE ACCESS CONTROL BY UTILIZING PHYSICAL BARRIERS SUCH AS BOLLARDS, FENCES, DOORWAYS, ETC., OR BY SECURITY HARDWARE SUCH AS LOCKS, CHAINS, AND ALARMS. WHERE APPROPRIATE, UTILIZE SECURITY GUARDS. ALL OF THESE METHODS RESULT IN INCREASED EFFORT TO COMMIT A CRIME AND, THEREFORE, REDUCE THE POTENTIAL FOR IT TO HAPPEN. THE SITE IS CURRENTLY SECURED BY PERIMETER FENCING. EXISTING VEHICULAR AND PEDESTRIAN ACCESS CONTROL AT SOUTH END OF THE SITE WILL BE MAINTAINED. (d) PROJECT DESIGNERS SHALL STRIVE FOR OVERALL DESIGN CONTINUITY BY USING SIMILAR ELEMENTS THROUGHOUT THE PROJECT SUCH AS ARCHITECTURAL STYLE AND FEATURES, MATERIALS, COLORS, AND TEXTURES. EXISTING ARCHITECTURAL STYLE WILL BE MAINTAINED. (c) PEDESTRIAN AREAS SHOULD BE EASILY SEEN, ACCESSIBLE, AND LOCATED TO TAKE ADVANTAGE OF SURROUNDING FEATURES SUCH AS BUILDING ENTRANCES, OPEN SPACES, SIGNIFICANT LANDSCAPING, UNIQUE TOPOGRAPHY OR ARCHITECTURE, AND SOLAR EXPOSURE. EXTERIOR COMMON SPACE WILL BE ACCESSED FROM THE MAIN LOBBY. (b) PEDESTRIAN AREAS AND AMENITIES SHOULD BE INCORPORATED IN THE OVERALL SITE DESIGN. PEDESTRIAN AREAS INCLUDE BUT ARE NOT LIMITED TO OUTDOOR PLAZAS, ARCADES, COURTYARDS, SEATING AREAS, AND AMPHITHEATERS. PEDESTRIAN AMENITIES INCLUDE BUT ARE NOT LIMITED TO OUTDOOR BENCHES, TABLES AND OTHER FURNITURE, BALCONIES, GAZEBOS, TRANSPARENT GLASS AT THE GROUND FLOOR, AND LANDSCAPING. EXISTING COVERED ENTRY WILL BE MAINTAINED. OUTDOOR COMMON SPACE PROVIDED ON THE EAST SIDE OF THE BUILDING WILL BE PROVIDED UTILIZING EXISTING MATURE TREES AND PLANTINGS. (a) NATURAL AMENITIES SUCH AS VIEWS, SIGNIFICANT OR UNIQUE TREES, OR GROUPINGS OF TREES, CREEKS, RIPARIAN CORRIDORS, AND SIMILAR FEATURES UNIQUE TO THE SITE SHOULD BE INCORPORATED INTO THE DESIGN. EXISTING SITE CONDITIONS WILL BE MAINTAINED. LIMITED SITE IMPROVEMENTS WILL BE IMPLEMENTED. (1) GENERAL CRITERIA 19.115.050: SITE DESIGN - ALL ZONING DISTRICTS (16) POST THE SITE AND BUILDING ADDRESSES CLEARLY.EXISTING BUILDING ADDRESS SIGNAGE WILL BE MAINTAINED. (15) MAKE SURE FENCES CAN BE SEEN THROUGH.FENCES PROVIDED A PROPERTY PERIMETER AND VEHICLE ENTRY. FENCING CLOSEST TO THE RIGHT-OF-WAY AND AT VEHICLE ENTRY CAN BE SEEN THROUGH. (14) TRIM TREE BRANCHES UP FROM THE GROUND IN ORDER TO DISCOURAGE THE POSSIBILITY OF A PERSON HIDING.TREES WILL BE MAINTAINED TO PROVIDE ADEQUATE VISIBILITY. (13) KEEP PLANTS AND SHRUBS TRIMMED TO PROVIDE FOR VISIBILITY OF THE BUILDING AND SURROUNDING PROPERTY.LANDSCAPING WILL BE MAINTAINED TO PROVIDE ADEQUATE VISIBILITY. (12) INSTALL A FUNCTIONING HIGH QUALITY VIDEO MONITORING SYSTEM WITH CAMERAS LOCATED IN THE LOBBY, ELEVATOR, PLAYGROUND, AND PARKING LOT. A CCTV SYSTEM WILL BE INSTALLED AND MONITORED ON SITE BY 24/7 STAFFING. (11) PROVIDE DEADBOLT LOCKS, PEEPHOLES, AND SAFETY CHAINS (NIGHT LATCHES) ON RESIDENT DOORS.EXISTING DEADBOLTS AND PEEPHOLES WILL BE MAINTAINED ON UNIT ENTRY DOORS. (10) CONTROL ACCESS INTO THE BUILDING BY LOCKING ALL EXTERIOR ENTRANCES, INCLUDING ACCESSIBLE ROOF OPENINGS, DOORS TO ACCESSIBLE BALCONIES AND TERRACES, AND PARKING GARAGE ENTRANCES. PROVIDE AUTOMATIC DOOR CLOSURES, AS NEEDED. EXTERIOR DOORS, OTHER THAN THE ENTRY, WILL BE MONITORED BY CAMERAS AND DOOR ALARMS TO PREVENT THE PROPPING OPEN OF DOORS BY TENANTS. (9) STORE KEYS IN A SECURE LOCATION AND CONTROL THEIR DISTRIBUTION.KEYS WILL BE CONTROLLED AND DISTRIBUTED BY OPERATIONS STAFF. (8) LOCATE MAILBOXES AND MAIL ROOMS ADJACENT TO THE MAIN LOBBY OF THE BUILDING.PROPOSED MAILBOX LOCATION WILL BE IN THE MAIN LOBBY, IN VIEW OF RECEPTION. (7) KEEP LAUNDRY ROOMS AND EXERCISE ROOMS SECURE AND ACCESSIBLE BY RESIDENTS.LAUNDRY ROOM WILL BE SECURE AND ACCESSIBLE BY TENANTS. (6) LOCATE LAUNDRY ROOMS IN A MORE ACTIVE AREA OF THE BUILDING, ADJACENT TO COMMON SPACE OR THE MAIN LOBBY, AND INSTALL LARGE GLASS WINDOWS IN THE LAUNDRY ROOM. EXISTING TENANT LAUNDRY ROOM IS LOCATED IN CLOSE PROXIMITY TO THE EXISTING RECEPTION DESK AND PROPOSED COMMON ROOM AND TV LOUNGE. (5) DESIGN BUILDINGS SO THAT THE ELEVATOR AREA IS FULLY VISIBLE THROUGHOUT THE LOBBY. ON LEVELS OTHER THAN THE LOBBY FLOOR, ELEVATORS SHOULD OPEN DIRECTLY TO HALLWAYS, WITHOUT RECESSES OR BLIND CORNERS THAT RESTRICT TWO-WAY VISIBILITY. THE RECEPTION DESK IS IMMEDIATELY OPPOSITE OF THE ELEVATOR DOOR. (4) INSTALL LARGE GLASS PANELS IN LOBBY DOORS.EXISTING ENTRY DOORS HAVE GLASS PANELS BOTH AT THE EXTERIOR AND VESTIBULE. (3) ENSURE THAT THE LOBBY AND THE AREA IMMEDIATELY OUTSIDE ITS DOORS ARE FREE OF PLACES OF CONCEALMENT FOR PERSONS. EXISTING ENTRY DOORS FACE ONTO PARKING LOT AND LIGHTING IS PROVIDED UNDER THE COVERED AREA. (2) PROVIDE ILLUMINATION IN ALL AREAS OF THE BUILDING, INCLUDING PARKING FACILITIES AND ENTRYWAYS TO BUILDINGS, ACCORDING TO REQUIREMENTS OF THE ILLUMINATING ENGINEERING SOCIETY (IES) LIGHTING HANDBOOK. EXISTING SITE LIGHTING (BOTH POLES AND ON BUILDING) TO REMAIN IN PLACE. (1) DEVELOP WRITTEN SECURITY POLICIES AND AN EMERGENCY MANAGEMENT PLAN, INCLUDING EVACUATION PROCEDURES.OWNER/OPERATOR TO PROVIDE WRITTEN SECURITY POLICIES AND EMERGENCY MANAGEMENT PLAN. 19.115.040: SECURITY PROGRAM SCALE: 12" = 1'-0"1 PERMANENT & TRANSITIONAL HOUSING PROXIMITY NO DATE DESCRIPTION asdf 458XXXTTTTTTT6" WIDECONCRETEWALLLOADINGAREAABVABOVEADJADJACENTALTALTERNATEALNALIGNAPPRXAPPROXIMATEARCHARCHITECTURALASPHASPHALTASTMAMERICAN SOCIETY FOR TESTING ANDMATERIALSBLDGBUILDINGBOBY OTHERSBOTBOTTOMBSBOTH SIDESCBCATCH BASINCICAST IRONCLCENTERLINECLRCLEARCMUCOCLEAN OUTCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONSTCONTCONTINUOUSCONSTRUCTIONCTRCENTERDBLDOUBLEDEMODETDETAILDEMOLISH / DEMOLITIONDIADIMDIMENISIONDIAMETERDSDOWNSPOUTEAEACHEJEXPANSION JOINTELECELECTRICALELEVELEVATIONENCLENCLOSUREEQUIPEQUIPMENTEWEACH WAYISTEXISTINGFBOFURNISHED BY OWNERFOCFACE OF CONCRETEFTGFOOTINGFURNFURNITURE/ FURNISHEDGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTORGNDGROUNDHORHORIZONTALHRHOURHT/HHVACHEATING, VENTILATING & AIR CONDITIONINGHEIGHT / HIGHIDINSIDE DIAMETERINFOINFORMATIONINTINTERIORMASMASONRYMATMATERIALMAXMAXIMUMMECHMEDMEDIUMMECHANICALMET/MTLMETALMFRMANUFACTURERMHMINMINUMUMMANHOLEMISCMISCELLANEOUSMIXMIXTURENN/ANOT APPLICABLENORTHNONUMBERNOMNTSNOT TO SCALENOMINALNICNOT IN CONTRACTOCON CENTERODOUTSIDE DIAMETEROHOVERHEADINCLINCLUDINGPCPORTLAND CEMENT/PRECAST CONCRETEPOLYPOLYETHYLENEPTPRESSURE TREATEDPVCPOLYVINYL CHLORIDEQUALQUALITYRAD/rRADIUSRDROOF DRAINREBARREINFORCING BARREQDREVREVISE / REVISIONSCHSCHEDULESECTSECTIONSPECSQSQUARESPECIFICATIONSTSTONESTASTATIONSTDSTANDARDSTLSTEELSYMSYMMETRICALSHTSHEETSTRUCTSTRUCTURALTEMPTEMPORARYTOCTOP OF CONCRETETOSTOP OF SLAB/ STEELTOW/TWTOP OF WALLTYPTYPICALTHKTHICKNESSUNOUNLESS NOTED OTHERWISEV(V)VERIFYVENT / VOLT/ VALVEVERTVERTICALVOLVOLUMEREFREFER OR REFERENCESSTTREAD / THICKTCTOP OF CURBREINFREMREMOVEREINFORCED / REINFORCINGREPLREQUIREDREPLACEXFMRTRANSFORMERCFCICONTRACTOR FURNISHED CONTRACTOR INSTALLEDBMBENCH MARKCJCONTROL JOINTGVGATE VALVEFGFINISH GRADEFSFINISHED SURFACEDWGDRAWINGFDCFIRE DEPARTMENT CONNECTIONPLPROPERTY LINECPCOORDINATES POINT / CENTER POINTSDSTORM DRAINS/WSIDEWALK&AND<@ATANGLE#NUMBERCENTERLINEPROPERTY LINEPLUS OR MINUSROWRIGHT-OF-WAY LINE℄⅊DIAMETER∅±BIOBIO-INFILTRATIONCIPCCAST-IN-PLACE CONCRETEEOPEDGE OF PAVEMENTFOWFACE OF WALLCALCALIPERDBHDIAMETER AT BREAST HEIGHTQTYQUANTITYPAPLANTING AREAABBREVIATIONSSHEET LISTCODE SUMMARY TABLECODE REFERENCEREQUIREMENTPROPOSEDPERIMETEREAST PROPERTY LINETYPE 3: FWRC 19.125.050EAST PROPERTY LINEBUFFER REQUIRED5' WIDE PERIMETERA MIX OF EVERGREEN ANDDECIDUOUS TREES, INTERSPERSEDWITH LARGE SHRUBS ANDGROUNDCOVER.EXISTING TREES AND SHRUBSLANDSCAPE BUFFER TOREMAIN. ADDEDGROUNDCOVER PER PLANSEE SHEET L1.0LANDSCAPEDROUGHT TOLERANTFWRC 19.125.040[6]25% OF TOTAL PLANTS MUST BEDROUGHT TOLERANT100% DROUGHT TOLERANTPLANTINGS PROPOSEDTREE RETENTIONREQUIRED TREEDENSITYFWRC 19.120.130.220 TREE UNITS PER ACRENO TREES TO BE REMOVEDENLARGEMENT - SEE L1.0GENERAL NOTESEXSTAINLESS STEELGRAPHIC SCALE04080 FEET1" = 40 FEET20KEYMAPS 320TH STREET13TH AVE SOUTH PROPERTY LINESheet NumberSheet TitleL0.0COVER SHEETL1.0LANDSCAPE SHEET1.UPON COMPLETION OF THE LANDSCAPING WORK, CONTACT THE CITY COMMUNITY DEVELOPMENTDEPARTMENT AND SCHEDULE AN INSPECTION, AS REQUIRED BY CODE. INFORM LANDSCAPEARCHITECT AND OWNER'S REPRESENTATIVE WHEN INSPECTION WILL BE AT LEAST 48 HOURSBEFORE.2.PLANTING SHALL CONFORM TO ALL CITY OF FEDERAL WAY CODE REQUIREMENTS, INCLUDINGPRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.3.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS ANDNOTES.5.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANYPLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUALNUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTORSHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANSAND ESTIMATING GROUNDCOVER QUANTITIES.6.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBSAND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTEDGROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OFALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING ANDGUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIRARRIVAL AT THE SITE.EXISTINGBUILDING COVER SHEETL0.0REVISIONS / NOTESTITLEDRAWNCHECKEDISSUE DATEPROJECT #SHEET #117 S. Main St., Suite 400SMR ArchitectsSeattle, WA 98104PH: 206.623.1104FX: 206.623.5285AHJ STAMPISSUED SETSDATEDESCRIPTIONNO1/12/2024 5:23:17 PM 01/19/242230992CSAG1400 S 320TH STFEDERAL WAY, WA 98003HTH ESAFEDERALWAY1/19/241MASTER LAND USESUBMITTAL01/19/202425 EXISTINGBUILDING8"CN9"AL10"AL12"ALPSYMBOLCODEBOTANICAL NAMECOMMON NAMESIZESPACINGQTYSHRUBSNGNANDINA DOMESTICA 'GULF STREAM' TMGULF STREAM HEAVENLY BAMBOO2 GAL36SYMBOLCODEBOTANICAL NAMECOMMON NAMECONTAINERSPACINGQTYSHRUB AREASNATIVE MIX1,204 SFGS5GAULTHERIA SHALLONSALAL2 GAL25% @ 36" o.c.35SYSYMPHORICARPOS ALBUSSNOWBERRY2 GAL25% @ 48" o.c.20AUARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GAL25% @ 36" o.c.35PMPOLYSTICHUM MUNITUMWESTERN SWORD FERN2 GAL25% @ 36" o.c.35SYMBOLCODEBOTANICAL NAMECOMMON NAMEPLANTING SIZESPACINGQTYGROUND COVERSAUARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GAL36" o.c.76PLANT SCHEDULEWOOD CHIPSGRAVEL PATHSTEEL EDGINGCONCRETE PAVINGLEGENDBLACK CHAIN LINK FENCE 4' HTPROPERTY LINEGRAPHIC SCALE01020 FEET1" = 10 FEET5ENLARGEMENT1 LANDSCAPE SHEETL1.0PROPERTY LINEEXISTINGLANDSCAPETO REMAINEXISTING SHRUB TO REMAIN, TYP.EXISTING TREE TO REMAIN, TYP.6' BENCH, TYP.2' X 8' PLANTER BOX,TYP.EXISTING LANDSCAPE BUFFERTO REMAINEXISTING LANDSCAPE BUFFER TOREMAIN9'6" x 21'6" SHELTER. COORDINATEWITH OWNER.EXISTING FENCE ATPROPERTY LINE TOREMAIN.NEWRAISEDCROSSINGEXISTING TRANSFORMERBUILDING SETBACK.REVISIONS / NOTESTITLEDRAWNCHECKEDISSUE DATEPROJECT #SHEET #117 S. Main St., Suite 400SMR ArchitectsSeattle, WA 98104PH: 206.623.1104FX: 206.623.5285AHJ STAMPISSUED SETSDATEDESCRIPTIONNO1/12/2024 5:23:17 PM 01/19/242230992CSAG1400 S 320TH STFEDERAL WAY, WA 98003HTH ESAFEDERALWAY1/19/241MASTER LAND USESUBMITTALPET RELIEFAREA10'-0"CLR 01/19/202425 PPVP458XXX TTTTTTTP50'N89°53'40"WN 00°05'30"E 610.16' S 00°05'30"W 399.59'S 89°55'45"E155.21'N 89°53'40"W155.00'S 00°05'30"W 210.10'SOUTH 320TH STREETCC C C C C C C C C C C C C C C C C C C C C C C C 460 458 456 454 452 450 448 4 4 8 450 446 4 5 4 452 4 5 6 448 450 446 4444544524 5 8462 460462462460 458454 452 456 450458 464464466464 4624604 5 8 4524484464 4 44 4 2 444446448444450452454456458460 442 440 438 440454 452 450 448 446 456 458 456ONE WAYONE WAYONE WAY ONE WAYONE WAY EXIST. BOLLARDS TO BE REMOVED; SAVE FOR RE-INSTALLATION N 88°47'55"W 30.21'N 01°11'15"E 610.16' S 01°11'15"W 399.59'S 88°50'00"E155.21'S 88°47'55"E 128.53'N 01°10'48"E 183.50'SOUTH 320TH STREETMAIN ENTRY PEDESTRIAN PATH TO ROWDRIVEWAY20' - 0"5' - 0"EXISTING BUILDING 1300 S 320TH ST EXISTING SIDEWALKEXISTING BUILDING 31811 PACIFIC HWY S 90°01'15" R=26.49' L=41.62' ACCESS DRIVEWAYAPPROX. 37' - 6 3/4"APPROX. 75' - 9 1/2"APPROX.5' - 0" TYP.APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST EXISTING VEHICULAR GATE (ENTRY ONLY) EXISTING VEHICULAR GATE (EXIT ONLY) EXISTING BUILDING 1400 S 320TH ST, FEDERAL WAY PARCEL #0821049121 BLDG FOOTPRINT: 14,412 SF GROSS SF: 43,236 SF 3 STORIES / 86 UNITS REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:11 PMD001 DEMOLITION PLAN - SITE 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1" = 20'-0"1 DEMOLITION PLAN -SITE 0 10'20'40' NO DATE DESCRIPTION UP UP UP LEGEND EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. 2. ALL INCIDENTAL DEMOLITION NOT SHOWN. PATCH ALL DAMAGED AREAS RESULTING FROM NEW WORK. 3. FIELD VERIFY AND COORDINATE WITH ELECTRICAL, MECHANICAL, & PLUMBING SUB- CONTRACTORS FOR ADDITIONAL REPAIR WORK DUE TO NEW INSTALLATIONS. 4. FIELD VERIFY ALL DIMENSIONS BEFORE PRODUCTION / INSTALLATION. 5. WHILE DRAWINGS ATTEMPT TO INDICATE TOTAL DEMOLITION WORK, BY SHORT DASHED LINES, THEY MAY NOT IDENTIFY EVERY ITEM TO BE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION REQUIRED FOR IMPROVEMENTS SHOWN IN ALL AREAS WHETHER SPECIFICALLY IDENTIFIED OR NOT. 6. ITEMS DIRECTED FOR DEMO SHALL BE REMOVED FROM THE SITE & DISPOSED OF APPROPRIATELY UNDER THE CONTRACTOR'S RESPONSIBILITY. SALVAGED ITEMS INDICATED FOR REUSE SHALL BE STORED FOR PROTECTION FROM DAMAGE AND THE ELEMENTS - ON SITE, AND IN A LOCATION SELECTED BY THE OWNER. 7. WHERE INTERIOR PARTITIONS, WALLS, AND OTHER FEATURES ARE INDICATED FOR REMOVAL OR PARTIAL DEMOLITION, AS INDICATED BY SHORT DASHED LINES, CONTRACTOR SHALL TAKE FULL PRECAUTIONS TO RETAIN AND PROTECT LOAD BEARING STRUCTURAL ELEMENTS. MAINTAIN STRUCTURAL INTEGRITY OF AFFECTED MEMBERS. 8. REMOVE ALL ABANDONED EXPOSED ELECTRICAL WIRING, CONDUIT, FIXTURES, PANELS/SERVICE BOXES ETC. TYPICAL THROUGHOUT THE SPECIFIED WORK AREA OF THE BUILDING. COORDINATE ELECTRICAL SERVICE DISCONNECT AND TEMPORARY CONSTRUCTION POWER SERVICE WITH UTILITY PROVIDER. 9. COORDINATE WITH STRUCTURAL DRAWINGS, AND MECHANICAL, ELECTRICAL, & PLUMBING SUB-CONTRACTORS FOR DEMOLITION FOR AREAS OF NEW WORK. PROVIDE FOR DEMOLITION / EXCAVATION AS REQUIRED FOR STRUCTURAL & PLUMBING INSTALLATIONS WHICH MAY NOT BE SHOWN IN ARCH. DRAWINGS. 10. ACCESS TO STAIR WELLS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. GENERAL CONTRACTOR TO COORDINATE WITH OWNER AND CITY OF SEATTLE. 11. CONTRACTOR TO PROTECT & PRESERVE ALL EXISTING FIRE ALARM & ELECTRICAL FEEDER LINES, WATER, GAS, STEAM, AND WASTE PIPING AS REQUIRED. 12. EXISTING LIGHTING IN DEMO'D AREAS OF UNITS TO BE REMOVED, WIRING MAY BE RE-USED BY ELECTRICAL SUBCONTRACTOR. HATCHES INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION. FULL HATCH NOT SHOWN FOR CLARITY. A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6 /1D101M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6 EXIST. WALLS, DOORS, FIXTURES & CASEWORK TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION/2D101REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:12 PMD101 DEMOLITION PLAN - LEVEL 1 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL 0 4'8'16' 0 4'8'16' SCALE: 1/8" = 1'-0"2 DEMOLITION PLAN -LEVEL 1 -NORTH SCALE: 1/8" = 1'-0"1 DEMOLITION PLAN -LEVEL 1 -SOUTH NO DATE DESCRIPTION A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6/1D102M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6/2D102LEGEND EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. 2. ALL INCIDENTAL DEMOLITION NOT SHOWN. PATCH ALL DAMAGED AREAS RESULTING FROM NEW WORK. 3. FIELD VERIFY AND COORDINATE WITH ELECTRICAL, MECHANICAL, & PLUMBING SUB- CONTRACTORS FOR ADDITIONAL REPAIR WORK DUE TO NEW INSTALLATIONS. 4. FIELD VERIFY ALL DIMENSIONS BEFORE PRODUCTION / INSTALLATION. 5. WHILE DRAWINGS ATTEMPT TO INDICATE TOTAL DEMOLITION WORK, BY SHORT DASHED LINES, THEY MAY NOT IDENTIFY EVERY ITEM TO BE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION REQUIRED FOR IMPROVEMENTS SHOWN IN ALL AREAS WHETHER SPECIFICALLY IDENTIFIED OR NOT. 6. ITEMS DIRECTED FOR DEMO SHALL BE REMOVED FROM THE SITE & DISPOSED OF APPROPRIATELY UNDER THE CONTRACTOR'S RESPONSIBILITY. SALVAGED ITEMS INDICATED FOR REUSE SHALL BE STORED FOR PROTECTION FROM DAMAGE AND THE ELEMENTS - ON SITE, AND IN A LOCATION SELECTED BY THE OWNER. 7. WHERE INTERIOR PARTITIONS, WALLS, AND OTHER FEATURES ARE INDICATED FOR REMOVAL OR PARTIAL DEMOLITION, AS INDICATED BY SHORT DASHED LINES, CONTRACTOR SHALL TAKE FULL PRECAUTIONS TO RETAIN AND PROTECT LOAD BEARING STRUCTURAL ELEMENTS. MAINTAIN STRUCTURAL INTEGRITY OF AFFECTED MEMBERS. 8. REMOVE ALL ABANDONED EXPOSED ELECTRICAL WIRING, CONDUIT, FIXTURES, PANELS/SERVICE BOXES ETC. TYPICAL THROUGHOUT THE SPECIFIED WORK AREA OF THE BUILDING. COORDINATE ELECTRICAL SERVICE DISCONNECT AND TEMPORARY CONSTRUCTION POWER SERVICE WITH UTILITY PROVIDER. 9. COORDINATE WITH STRUCTURAL DRAWINGS, AND MECHANICAL, ELECTRICAL, & PLUMBING SUB-CONTRACTORS FOR DEMOLITION FOR AREAS OF NEW WORK. PROVIDE FOR DEMOLITION / EXCAVATION AS REQUIRED FOR STRUCTURAL & PLUMBING INSTALLATIONS WHICH MAY NOT BE SHOWN IN ARCH. DRAWINGS. 10. ACCESS TO STAIR WELLS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. GENERAL CONTRACTOR TO COORDINATE WITH OWNER AND CITY OF SEATTLE. 11. CONTRACTOR TO PROTECT & PRESERVE ALL EXISTING FIRE ALARM & ELECTRICAL FEEDER LINES, WATER, GAS, STEAM, AND WASTE PIPING AS REQUIRED. 12. EXISTING LIGHTING IN DEMO'D AREAS OF UNITS TO BE REMOVED, WIRING MAY BE RE-USED BY ELECTRICAL SUBCONTRACTOR. HATCHES INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION. FULL HATCH NOT SHOWN FOR CLARITY. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:13 PMD102 DEMOLITION PLAN - LEVEL 2 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1/8" = 1'-0"2 DEMOLITION PLAN -LEVEL 2 -NORTH SCALE: 1/8" = 1'-0"1 DEMOLITION PLAN -LEVEL 2 -SOUTH 0 4'8'16' 0 4'8'16' NO DATE DESCRIPTION A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6/1D103M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6/2D103LEGEND EXISTING WALL / ELEMENT TO REMAIN EXISTING WALL / ELEMENT TO BE DEMOLISHED GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. 2. ALL INCIDENTAL DEMOLITION NOT SHOWN. PATCH ALL DAMAGED AREAS RESULTING FROM NEW WORK. 3. FIELD VERIFY AND COORDINATE WITH ELECTRICAL, MECHANICAL, & PLUMBING SUB- CONTRACTORS FOR ADDITIONAL REPAIR WORK DUE TO NEW INSTALLATIONS. 4. FIELD VERIFY ALL DIMENSIONS BEFORE PRODUCTION / INSTALLATION. 5. WHILE DRAWINGS ATTEMPT TO INDICATE TOTAL DEMOLITION WORK, BY SHORT DASHED LINES, THEY MAY NOT IDENTIFY EVERY ITEM TO BE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION REQUIRED FOR IMPROVEMENTS SHOWN IN ALL AREAS WHETHER SPECIFICALLY IDENTIFIED OR NOT. 6. ITEMS DIRECTED FOR DEMO SHALL BE REMOVED FROM THE SITE & DISPOSED OF APPROPRIATELY UNDER THE CONTRACTOR'S RESPONSIBILITY. SALVAGED ITEMS INDICATED FOR REUSE SHALL BE STORED FOR PROTECTION FROM DAMAGE AND THE ELEMENTS - ON SITE, AND IN A LOCATION SELECTED BY THE OWNER. 7. WHERE INTERIOR PARTITIONS, WALLS, AND OTHER FEATURES ARE INDICATED FOR REMOVAL OR PARTIAL DEMOLITION, AS INDICATED BY SHORT DASHED LINES, CONTRACTOR SHALL TAKE FULL PRECAUTIONS TO RETAIN AND PROTECT LOAD BEARING STRUCTURAL ELEMENTS. MAINTAIN STRUCTURAL INTEGRITY OF AFFECTED MEMBERS. 8. REMOVE ALL ABANDONED EXPOSED ELECTRICAL WIRING, CONDUIT, FIXTURES, PANELS/SERVICE BOXES ETC. TYPICAL THROUGHOUT THE SPECIFIED WORK AREA OF THE BUILDING. COORDINATE ELECTRICAL SERVICE DISCONNECT AND TEMPORARY CONSTRUCTION POWER SERVICE WITH UTILITY PROVIDER. 9. COORDINATE WITH STRUCTURAL DRAWINGS, AND MECHANICAL, ELECTRICAL, & PLUMBING SUB-CONTRACTORS FOR DEMOLITION FOR AREAS OF NEW WORK. PROVIDE FOR DEMOLITION / EXCAVATION AS REQUIRED FOR STRUCTURAL & PLUMBING INSTALLATIONS WHICH MAY NOT BE SHOWN IN ARCH. DRAWINGS. 10. ACCESS TO STAIR WELLS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. GENERAL CONTRACTOR TO COORDINATE WITH OWNER AND CITY OF SEATTLE. 11. CONTRACTOR TO PROTECT & PRESERVE ALL EXISTING FIRE ALARM & ELECTRICAL FEEDER LINES, WATER, GAS, STEAM, AND WASTE PIPING AS REQUIRED. 12. EXISTING LIGHTING IN DEMO'D AREAS OF UNITS TO BE REMOVED, WIRING MAY BE RE-USED BY ELECTRICAL SUBCONTRACTOR. HATCHES INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION. FULL HATCH NOT SHOWN FOR CLARITY. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:14 PMD103 DEMOLITION PLAN - LEVEL 3 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1/8" = 1'-0"2 DEMOLITION PLAN -LEVEL 3 -NORTH SCALE: 1/8" = 1'-0"1 DEMOLITION PLAN -LEVEL 3 -SOUTH 0 4'8'16' 0 4'8'16' NO DATE DESCRIPTION PPVP458XXX TTTTTTTP15"FI12"PE15"PE7"CE50'N89°53'40"WEXISTING BUILDING 1400 S 320TH ST, FEDERAL WAY PARCEL #0821049121 BLDG FOOTPRINT: 14,412 SF GROSS SF: 43,236 SF 3 STORIES / 86 UNITS N 88°47'55"W 30.21'N 01°11'15"E 610.16' S 01°11'15"W 399.59'S 88°50'00"E155.21'S 88°47'55"E 128.53'N 01°10'48"E 183.50'SOUTH 320TH STREETEXIST. 13 SPACESNEW TRASH ENCLOSURE EXIST. 5 SPACESEXIST. 10 SPACESEXIST. 8 SPACES EXIST. 9 SPACES EXIST. 6 SPACES EXIST. 12 SPACES EXIST. 12 SPACES EXIST. 9 SPACES MAIN ENTRYEXIST. TRASH ENCLOSURECC C C C C C C C C C 460 458 456 454 452 450 448 4 4 8 450 446 4 5 4 452 4 5 6 448 450 446 4444544524 5 8462 460462462460 458454 452 456 450458 464464466464 4624604 5 8 4524484464 4 44 4 2 444446448444450452454456458460 442 440 438 440454 452 450 448 446 456 458 456C C RAMP UPRAMP DNNEW 2'x8' PLANTER BOXES NEW 6'x20' SHELTER W/BENCHES, REFER TO SHEET L1.0 NEW RAISED CROSSING LEVEL WITH T.O. CURB NEW 6" CURB 24' - 0"EXIST. TRANSFORMER & BOLLARDS TO REMAIN EXIST. FENCE AT PROPERTY LINE TO REMAIN DOG RUN PEDESTRIAN PATH TO ROWDRIVEWAY20' - 0"5' - 0"EXIST. PEDESTRIAN ACCESS GATE TO REMAINONE WAYONE WAYONE WAY ONE WAYONE WAY 20' - 0" 100' - 2 1/4"269' - 7 1/4"30' - 8 1/2" 400' - 6"77' - 10 1/2"57' - 2"51' - 1 3/4"186' - 2 1/4"47' - 4"57' - 2"51' - 1 3/4"100' - 2 1/4"269' - 7 1/4"30' - 5 5/8"209' - 10 3/4" 610' - 1 7/8"155' - 7 5/8"EXISTING BUILDING 1300 S 320TH ST EXISTING SIDEWALKEXISTING BUILDING 31811 PACIFIC HWY S S 88°49'30"E30.00'90°01'15" R=26.49' L=41.62' ACCESS DRIVEWAYAPPROX. 37' - 6 3/4"APPROX. 75' - 9 1/2"APPROX.5' - 0" TYP.APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST APPROX. EXISTING BUILDING 1066 S 320TH ST EXIST.VEHICULAR GATE (ENTRY ONLY) EXISTING VEHICULAR GATE (EXIT ONLY) EXIST. VEHICULAR GATE CALL BOX SALVAGED BOLLARDS INSTALLED AT GATE HINGES EXIST. FIRE HYDRANT EXIST. FIRE HYDRANT EXIST. BOLLARDS, TYP. EXIST. FDC EXIST. FIRE LANE CURB MARKING; REPAINT CURB, ADD TEXT TO ASPHALT PER FWRC 8.55.050(1) EXIST. FIRE LANE CURB MARKING 18' - 0"25' - 0"18' - 0"EXIST. SPEED BUMP, TYP. NEW 4' BLACK CHAIN LINK FENCE, REFER TO SHEET L1.0 GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAWINGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. 2. FIRE LANE MARKING TO BE 6" CURBS PAINTED YELLOW WITH 18" TALL BLOCK LETTERING READING "NO PARKING - FIRE LANE" ON PAVING. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:01 PMA001 PLAN - SITE 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1" = 20'-0"1 SITE PLAN -PROPOSED 0 10'20'40' NO DATE DESCRIPTION A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6 2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"56' - 8 1/4"3 3/4" 3' - 2 3/4" 3 3/4"3 3/4"3 3/4"3 3/4" 3 3/4"3 3/4"14' - 8"/1A101/1A101UP 3 3/4"3 3/4" FE 13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6" 102 UNIT (E) 104 UNIT (E) 106 UNIT (E) 108 UNIT (E) 110 UNIT (E) 112 UNIT (E) 114 UNIT (E) 115 UNIT (E) 116 UNIT (E) 1031 STAIR 1 101 UNIT (E) 103 UNIT (E) 105 UNIT (E) 107 UNIT (E) 109 UNIT (E) 111 UNIT (E) 113 UNIT (E) 1006 MEETING RM 1030 CORRIDOR 1005 ELECT. 1006A RESTRM M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6 /2A101/2A10156' - 8 1/4"2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"UP UP FE FE FE 13' - 6"12' - 0"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6" 1004 OFFICE 1014 LAUNDRY 1016 WARMING KITCHEN 1001 JANITOR 1000A VESTIBULE 1000 LOBBY 1012 RECEPTION 1003 ELEVATOR EQUIP. 1002 MECH. 1018 COMMON ROOM 118 UNIT (E) 120 UNIT (E) 1034 STAIR 3 1007 MEDICAL ROOM 1008 STOR. 1009 TRASH 1032 STAIR 2 1010 ELECT. 1011 MECH. 1015 LAUNDRY 1013 BREAK 1017A LOW VOLT 1017 MAINT. 1019 TV LOUNGE 119 UNIT (E) 1000 LOBBY 1004A RESTRM 117 UNIT (E) 1033 CORRIDOR 1020 ELECT.FE LEGEND EXISTING WALL / ELEMENT TO REMAIN NEW WALL / ELEMENT GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:03 PMA101 PLAN - LEVEL 1 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1/8" = 1'-0"2 PLAN -LEVEL 1 -NORTH SCALE: 1/8" = 1'-0"1 PLAN -LEVEL 1 -SOUTH 0 4'8'16' 0 4'8'16' NO DATE DESCRIPTION A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6 2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"56' - 8 1/4"/1A102UP DN FE 13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"/2A101202 UNIT (E) 204 UNIT (E) 206 UNIT (E) 208 UNIT (E) 210 UNIT (E) 212 UNIT (E) 214 UNIT (E) 215 UNIT (E) 216 UNIT (E) 2031 STAIR 1 201 UNIT (E) 203 UNIT (E) 205 UNIT (E) 207 UNIT (E) 209 UNIT (E) 211 UNIT (E) 213 UNIT (E) 2005 MEETING ROOM 2030 CORRIDOR 2004 ELECT. 2006A OFFICE M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6 56' - 8 1/4"2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"/2A102DN UP UP DN FE FE 13' - 6"12' - 0"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"/2A1012003 MEETING RM 224 UNIT (E) 2002 MECH. 232 UNIT (E) 233 UNIT (E) 2034 STAIR 3 2006 MONITOR HUB 2032 STAIR 2 2033 CORRIDOR 231 UNIT (E) 2000 ELEV. LOBBY 2001 JANITOR 218 UNIT (E) 220 UNIT (E) 222 UNIT (E) 226 UNIT (E) 228 UNIT (E) 230 UNIT (E) 217 UNIT (E) 219 UNIT (E) 221 UNIT (E) 223 UNIT (E) 225 UNIT (E) 227 UNIT (E) 229 UNIT (E) 2007 TRASH 2006A OFFICE 2008 ELECT. LEGEND EXISTING WALL / ELEMENT TO REMAIN NEW WALL / ELEMENT GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:04 PMA102 PLAN - LEVEL 2 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1/8" = 1'-0"2 PLAN -LEVEL 2 -NORTH SCALE: 1/8" = 1'-0"1 PLAN -LEVEL 2 -SOUTH 0 4'8'16' 0 4'8'16' NO DATE DESCRIPTION A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6 2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"56' - 8 1/4"/1A103DN /2A10113' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6" 302 UNIT (E) 304 UNIT (E) 306 UNIT (E) 308 UNIT (E) 310 UNIT (E) 312 UNIT (E) 314 UNIT (E) 315 UNIT (E) 3031 STAIR A 301 UNIT (E) 303 UNIT (E) 305 UNIT (E) 307 UNIT (E) 309 UNIT (E) 311 UNIT (E) 313 UNIT (E) 3005 MEETING ROOM 3030 CORRIDOR 3004 ELEC.FE 316 UNIT (E) M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6 /2A103DN DN FE/2A10113' - 6"12' - 0"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"56' - 8 1/4"2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"3003 OFFICE / MEETING RM 324 UNIT (E) 3002 MECH. 332 UNIT (E) 333 UNIT (E) 3034 STAIR C 3006 MONITOR HUB 3032 STAIR B 3033 CORRIDOR 331 UNIT (E) 3000 ELEV. LOBBY 3001 JANITOR 318 UNIT (E) 320 UNIT (E) 322 UNIT (E) 326 UNIT (E) 328 UNIT (E) 330 UNIT (E) 317 UNIT (E) 319 UNIT (E) 321 UNIT (E) 323 UNIT (E) 325 UNIT (E) 327 UNIT (E) 329 UNIT (E) 3007 TRASH 3008 ELECT. FE 3006A OFFICE LEGEND EXISTING WALL / ELEMENT TO REMAIN NEW WALL / ELEMENT GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:07 PMA103 PLAN - LEVEL 3 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1/8" = 1'-0"2 PLAN -LEVEL 3 -NORTH SCALE: 1/8" = 1'-0"1 PLAN -LEVEL 3 -SOUTH 0 4'8'16' 0 4'8'16' NO DATE DESCRIPTION A A B B C C D D E E F F G G H H I I J J 1 1 2 2 3 3 4 4 5 5 6 6 2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"56' - 8 1/4"/1A104/2A10113' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6" M M N N O O J J K K L L P P Q Q R R S S T T U U 1 1 2 2 3 3 4 4 5 5 6 6 /2A104/2A10113' - 6"12' - 0"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"56' - 8 1/4"2' - 4"23' - 5"5' - 2 1/4"23' - 5"2' - 4"LEGEND EXISTING WALL / ELEMENT TO REMAIN NEW WALL / ELEMENT GENERAL NOTES 1. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAW INGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:07 PMA104 PLAN - ROOF 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: 1/8" = 1'-0"2 PLAN -ROOF -NORTH SCALE: 1/8" = 1'-0"1 PLAN -ROOF -SOUTH 0 4'8'16' 0 4'8'16' NO DATE DESCRIPTION GENERAL NOTES 1. DRAWINGS ARE FOR REFERENCE ONLY. 2. NO WORK PLANNED FOR EXTERIOR ELEVATIONS. 3. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAWINGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:07 PMA200 EXISTING EXTERIOR ELEVATIONS 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL 0 4'8'16' SCALE: 1/8" = 1'-0"1 EXISTING WEST ELEVATION -FOR REFERENCE ONLY SCALE: 1/8" = 1'-0"2 EXISTING EAST ELEVATION -FOR REFERENCE ONLY 0 4'8'16' SCALE: 1/8" = 1'-0"3 EXISTING NORTH ELEVATION -FOR REFERENCE ONLY SCALE: 1/8" = 1'-0"4 EXISTING SOUTH ELEVATION -FOR REFERENCE ONLY 0 4'8'16'0 4'8'16' NO DATE DESCRIPTION GENERAL NOTES 1. DRAWINGS ARE FOR REFERENCE ONLY. 2. NO WORK PLANNED FOR EXTERIOR ELEVATIONS. 3. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAWINGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:08 PMA201 EXISTING EXTERIOR PHOTOS 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: NTS3EXISTING -WEST ELEVATION SCALE: NTS1EXISTING -EAST ELEVATION SCALE: NTS4EXISTING -NORTH ELEVATION SCALE: NTS2EXISTING -SOUTH ELEVATION NO DATE DESCRIPTION GENERAL NOTES 1. DRAWINGS ARE FOR REFERENCE ONLY. 2. NO WORK PLANNED FOR EXTERIOR ELEVATIONS. 3. THESE DRAWINGS ARE BASED ON INFORMATION AND DRAWINGS PROVIDED BY OTHERS AND/OR LIMITED SITE OBSERVATIONS AND GENERALLY REPRESENT EXISTING CONDITIONS. ALL REPRESENTATIONS AND DIMENSIONS ARE APPROXIMATE AND ARE SUBJECT TO FURTHER FIELD VERIFICATION. EXISTING WALL CONSTRUCTION IS ASSUMED AND MUST BE VERIFIED IN FIELD. REVISIONS / NOTES TITLE DRAWN CHECKED ISSUE DATE PROJECT # SHEET # 117 S. Main St., Suite 400 SMR Architects Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 AHJ STAMP ISSUED SETS DATE DESCRIPTIONNO 1/19/2024 3:00:09 PMA202 EXISTING EXTERIOR PHOTOS 01/19/24 23051 DK, ME JS, ME 1400 S 320TH ST FEDERAL WAY, WA 98003 HTH ESA FEDERAL WAY 1/19/241 MASTER LAND USE SUBMITTAL SCALE: NTS1EXISTING -VEHICLE ENTRANCE GATES AND FENCING SCALE: NTS2EXISTING -SOLID WASTE ENCLOSURE SCALE: NTS3EXISTING -NORTH SITE SLOPE SCALE: NTS4EXISTING -PROPOSED AMENITY AREA NO DATE DESCRIPTION