HomeMy WebLinkAboutP_Architectural_Site_Plan_240614_v1.pdf14"FIR16"FIR 24"FIR12"FIR20"FIR16"FIR 30"FIR16"FIR303.5 LFROCKERYROCKERYROCKERY-----5' HOG WIRE FENCE6'
CYCLONE
FENCELSPVLSLSLS-SIDEWALK48" Poplar 24" FIR24" CEDAR30" Fir18" MAPLE30" FIR->SBSIGNAL BOXSBTVEXIST
ING
STREAMN63°57'27"E1423.14' (M)1423.21' (ST)595.07' (C)595.10' (ST)S26°02'33"E 45.00'20' SEWER EASEMENT21" FIR98'
-8
"
26'-0"37'-4"12'
-0
"37'
-4
"16'-0"16'-0"37'
-4
"12'
-0
"
16'-0
"12'
-0
"
2'-8"
49'-4
"2'-8"
28'-8
"
18'-0
"37'
-4
"
26'-0"2'-0"26'-0"
15'-4
"
52'-0
"6'
-0
"6'
-0
"114'
-8
"
175'-3 1/16"ROCKERY8" CONCRETECULVERT393.56 IE48" CMPCULVERT388.89 IE48" CMPCULVERT388.97 IE48" CMPCULVERT389.11 IESTORM DRAIN CULVERTEASEMENTRECORD NO. 8511131467EXISTING 6 FT TALLCHAINLINK FENCE(TYP.)EXISTING LIGHTSTANDARD @ ADJACENTPROPERTYEXISTING 6 FT TALLCHAINLINK FENCE(TYP.)EXISTING 6 FT TALLCHAINLINK FENCE(TYP.)N.E.SUNSET BOULEVARD(56'-0" WIDE)WF A2WF A3WF A5WF A7WF A8WF AA8WF AA6WF AA5WF AA2WF AA1S89°37'58"E 164.55'WF AA7WF AA4WF AA1----WF A1WF A6WF AA3 15' FRONT SETBACK6'-6" ROW INCREASE
004 005 003 013 01620'-0", TYP 0026'
-6
"
ROW
INCREASE262524111213141516171819202122123786510 0019'-0", TYP17'-1" OFLANDSCAPE 008 00620'-0"9'
-0
"
,TYP009 0095'-0" 0066'-6"4923DS0016'-6"24'-0" WIDE2 DIRECTION LANE6"6"DS003DS004DS005DS006DS00615'-0" MINIMUMFRONT SETBACK≈15'-8"BLDG SETBACK 008DS007DS002 015 01420' SEWER EASEMENT(ASSUMED)N63°57
'27
"E
220
.66
'
S00°15'59"W 256.71'BIKEBIKEEXISTING PROPERTY LINE
TYPE F DESIGNATION FOR STREAM 115FOOT CRITICAL AREA BUFFER WIDTHREQUIRED (PER RMC 4-3-050G)VANBIKE15'-0" STRUCTURAL SETBACK BEYONDBUFFER (115 FOOT TYPE F CRITICALAREA BUFFER PER RMC 4-3-050G)MEDICAL OFFICESHELLOCCUPANCY = BCONSTRUCTION = 1-STORY BUILDING, VB> 30 FT TALLGROSS BUILDING AREA = 5,200 SF 010 0110127'
-0
"6'-0"5'-0"24'-0" 017ADJ. PARCEL: 0323059055ZONE: CA5'
-0
"35'-6"16'-0"10'
-8
"6"6"5'-6"9'
-0
"6'-0"0110196"7'
-6
" 018 018 018 01815' FRONT SETBACK6'-6" ROW INCREASE15'
FRONT
SETBACK6"6'-6"15' FRONT SETBACK 020 0060092'-0"6"R26'-0"5'
-0
" 021 015DS006FIRE APPARATUS ROAD PATH> 150 FEET IN LENGTH
20'-0"5'
-0
"9'
-0
"9'
-0
"9'
-0"4'-0"5'-0"≈ 3'-8"BLDG SETBACK≈ 124'-7"BLDG SETBACK
PROPOSED STREAM BUFFER 40 FOOTREQUIRED (PER RMC 4-9-250REASONABLE USE VARIANCEPROPOSED BY WETLANDS REPORT)PROPERTY LINE (AFTER
ROW
ADJUSTMENT
) 022023HIGH WATER MARKTRASH ENCLOSUREGROSS BUILDING AREA = 171 SF024 024INTERIOR PARKING LOT LANDSCAPING(SEE AS101 FOR EXTENTS)109'-9" 020PROPERTY AREA: 34,393 SF (1,200 SF IS BEING DEDICATED FROM THE ORIGINAL 35,593 SF)BUILDING AREA PROVIDED: 5,200 SFPARKING REQUIREMENTS (PER RMC 4-4-080): 5 STALLS PER 1,000 SF OF OFFICE (BOTH MINIMUM AND MAXIMUM) 5,200 SF * 5 STALLS/1000 SF = 26 STALLS REQUIREDACCESSIBLE STALL REQUIREMENTS: 26-50 PARKING STALLS REQUIRES 1 ACCESSIBLE STALL AND 1 ACCESSIBLE VAN STALLPARKING PROVIDED: PARKING STALLS PROVIDED: 26 STALLS PROVIDED OF WHICH, 2 ARE ACCESSIBLE SPACES AND 1 IS AN ACCESSIBLE VANPARKING LANDSCAPING REQUIRED: 15 TO 50 PARKING STALLS REQUIRES 15 SF/PARKING SPACE 26 PARKING STALLS PROVIDED * 15 SF = 390 SF OF INTERIOR PARKING LOT LANDSCAPING REQUIRED.PARKING LANDSCAPING PROVIDED:(SEE SITE REFERENCE NOTE 018 FOR LOCATIONS) 176 SF + 258 SF + 164 SF + 164 SF = 762 SF OF INTERIOR PARKING LOT LANDSCAPING PROVIDEDBICYCLE PARKING REQUIRED (PER RMC 4-4-080.11.a) 10% OF THE TOTAL PROVIDED PARKING STALL COUNT 10% OF 26 (PROVIDED STALLS) = 2.6 ≈ 3 BICYCLE STALLS REQUIREDBICYCLE PARKING PROVIDED 3 STALLS (LOCATED ON THE SOUTHWESTERN CORNER OF THE BUILDING)PARKING CALCULATIONSSITE REFERENCE NOTES3 BICYCLE PARKING SPACES REQUIRED FOR COMMERCIAL USE PER RMC04-04-080.E.11.a (10% OF THE NUMBER OF REQUIRED OFF-STREET VEHICLE PARKINGSPACES. 10% OF 26 = 2.6, ROUNDED UP IS 3.)ACCESSIBLE VAN STALL (PER ANSI A117.1 2017)45 DEGREE 9'-0" WIDE x 18'-0" DEEP (WITH 2'-0" OVERHANG INTO LANDSCAPED AREA)STALL. FRONT PARKING ONLY, TYP10' REQUIRED LANDSCAPE BUFFERS8' REQUIRED LANDSCAPE BUFFER5'-0" WIDE SIDEWALK, TYP6'-0" WIDE SIDEWALK/LANDSCAPING AT BUILDING ENTRY FACADE90 DEGREE 9'-0" WIDE x 20'-0" DEEP STALL.24'-0" DRIVE AISLE. MINIMUM PER RMC 4-4-080(E)(9)(b)STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS.ACCESSIBLE PARKING SPACES SHALL BE MARKED AND HAVE SIGNAGE (PER ANSIA117.1 2017)ACCESSIBLE RAMP. MAX INCLINE 1" / 12" (PER ANSI A117.1, SECTION 405.2)COVERED COMMERCIAL REFUSE & RECYCLE STORAGE AREASMIN. 11 VERTICAL CLEARANCE & MIN. 2 SF / 1000 SF FOR RECYCLE & 4 SF / 1000 SF FORREFUSE IN AN OFFICE (PER RMC 4-4-090.C.10 & 4-4-090.E.4)DRIVEWAY ENTRYPRIMARY BUILDING ENTRANCESECONDARY BUILDING ENTRANCEVEHICULAR ORIENTED SIGNAGEEXISTING WATER METERINTERIOR LANDSCAPING FOR INTERIOR PARKING LOT. MIN 8' x 12'. (PER RMC 4-4-070)RAMP LANDING MIN 60" x 48" (PER A117.1, SECTION 406.2.1)TREE TO BE REMOVED. SEE ARBORIST REPORT AND LANDSCAPE FOR MORE INFO.ELECTRICAL ACCESS DOOR W/ 5'-0" x 5'-0" CONCRETE PAD.THE FACE OF BUILDING IS 3" AWAY FROM REQUIRED 15'-0" STRUCTURAL SETBACKBEYOND BUFFERCANOPY OVERHANGS, TYPICALACCESSIBLE PATH TO REFUSE AND RIGHT OF WAY.001002003004005006007008009010011012013014015016017018019020021022023024DESIGN STANDARD NOTESBUILDING IS ORIENTED TO THE STREET WITH CLEAR CONNECTIONS TO THE SIDEWALKVIA CLEAR SIGNAGE/WAYFINDING (PER RMC 4-3-100.E.1)THE FRONT ENTRY OF THE BUILDING IS ORIENTED TOWARDS THE PEDESTRIANSIDEWALK & HAS A LANDSCAPED PEDESTRIAN ONLY COURTYARD & MIXED LANDSCAPINGADJACENT TO IT. (PER RMC 4-3-100.E.1)THE REFUSE ENCLOSURE IS CLOSED FROM ALL SIDES, INCLUDING A ROOF AND ISSCREENED BY A PERIMETER WALL OR FENCE. MAN DOOR IS SELF CLOSING (PER RMC4-3-100.E.1)A CLEARLY DELINEATED PATHWAY CONNECTING THE MAIN PEDESTRIAN WALKWAY TOTHE BUILDING ENTRANCES (PER RMC 4-3-100.E.1)WAYFINDING SIGN NOTING PRESENT TENTANTS INSIDE THE BUILDING (PER RMC4-3-100.E.1)MODULATION PROVIDED EVERY 40 FEET. EACH MODULATION IS AT LEAST 2 FEET DEEP,16 FEET TALL, AND 8 FEET IN WIDTH (PER RMC 4-3-100.E.5)THE BUILDING PRIMARY ENTRANCE (& ASSOCIATED PLAZA) IS LOCATED ON THE FACADEFACING THE STREET, IS PROMINENTLY FOCUSED WITH ARCHITECTURAL FEATURES, ANDINCLUDES HUMAN-SCALE ELEMENTS TO MAKE IT APPROACHABLE. IT HAS A WRAPPING,ELEVATED CANOPY TO ALSO HELP DENOTE IT AS THE PRIMARY ENTRANCE.DS001DS002DS003DS004DS005DS006DS007PROPERTY AREA: 34,393 SF (1,200 SF IS BEING DEDICATED FROM THE ORIGINAL 35,593 SF)BUILDING AREA PROVIDED: 5,200 SFREQUIRED SETBACKS (PER RMC 4-2-120A): FRONT: 15'-0" MIN, 20'-0" MAX SIDE & BACK: 0'-0" MINMAXIMUM HEIGHT (PER RMC RMC 4-2-120A): 50'-0"SITE INFORMATIONPROVIDED SETBACKS: FRONT: 15'-8" SIDE & BACK: 3'-8" MIN. SIDE, 124'-7" BACKPROVIDED HEIGHT:28'-0" TO PEAK OF TALLEST ROOFSCALE:SITE PLAN1/16" = 1'-0"1PROJECTNORTH8SCALE: 1/16" = 1'-0"403216DRAWINGS ARE NOT TO SCALE UNLESS PRINTED ON 24"X36"
SUNSET HIGHLANDS (ADF PROP., LLC)
MEDICAL OFFICE SHELL
4409 NE SUNSET BLVD
RENTON, WA 98059 2102 N. PEARL ST, SUITE 202TACOMA, WA 98406PHONE: 253-272-4214#DESCRIPTION YEAR/ MO/ DAY
DATEPROJECT:PM:2324SPR ELEVATIONS - 05/31/2024BCREVISIONS
RE-USE OF DOCUMENTSTHIS DOCUMENT, AND THE IDEAS AND DESIGNSINCORPORATED HEREIN, AS INSTRUMENTS OFPROFESSIONAL SERVICE, ARE THE PROPERTY OF GRAVES+ ASSOCIATES AND ARE NOT TO BE USED OR REPRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTENAUTHORIZATION OF GRAVES + ASSOCIATES, 2024.SITE PLANAS100NOT FORCONSTRUCTION
12" CONC SW 390.90 IEW14"FIR16"FIR 24"FIR12"FIR20"FIR16"FIR 30"FIR16"FIR177.5 LFSANITARY SEWER MANHOLERIM 396.328" PVC S 393.35 IE8" PVC SE 393.38 IE8" PVC N 393.27 IE303.5 LFWF A3WF A5WF A7WF A8WF AA8WF AA6WF AA5WF AA2WF AA1ROCKERYROCKERYROCKERY-----5' HOG WIRE FENCE6'
CYCLONE
FENCELSPVLSLSLSWF AA7WF AA4WF AA1M----WATER VALVEWATER MANHOLE-SIDEWALK48" Poplar 24" FIR24" CEDAR30" Fir18" MAPLE30" FIRWF A1WF A2WF A6WF AA3CATCH BASINRIM 398.8012" CONC NE 394.86 IE12" CONC N 394.84 IE12" CONC SW 394.91 IESANITARY SEWERMANHOLERIM 400.4312" CONC NE 388.08 IE8" PVC S 388.91 IE12" CONC SW 388.08 IECATCH BASINRIM 399.9312" CONC NE 395.33 IE12" CONC SW 395.21 IESANITARY SEWERMANHOLERIM 398.2512" CONC NE 386.00 IE12" CONC SW 385.95 IESANITARY SEWER MANHOLERIM 400.7112" CONC NE 388.80 IE12" CONC SW 388.61 IE->SBSIGNAL BOXSBTVEXIST
ING
STREAMN63°57'27"E1423.14' (M)1423.21' (ST)595.07' (C)595.10' (ST)S26°02'33"E 45.00'20' SEWER EASEMENT21" FIRCATCH BASINRIM 400.1312" CONC SW 397.30 IECATCH BASINRIM 400.7812" CONC SW 397.38 IE98'
-8
"
26'-0"37'-4"12'
-0
"37'
-4
"16'-0"16'-0"37'
-4
"12'
-0
"
16'-0
"12'
-0
"
2'-8"
49'-4
"2'-8"
28'-8
"
18'-0
"37'
-4
"
26'-0"2'-0"26'-0"
15'-4
"
52'-0
"6'
-0
"6'
-0"114'
-8
"
175'-3 1/16"ROCKERY8" CONCRETECULVERT393.56 IE48" CMPCULVERT388.89 IE48" CMPCULVERT388.97 IE48" CMPCULVERT389.11 IESTORM DRAIN CULVERTEASEMENTRECORD NO. 8511131467EXISTING 6 FT TALLCHAINLINK FENCE(TYP.)EXISTING LIGHTSTANDARD @ ADJACENTPROPERTYEXISTING 6 FT TALLCHAINLINK FENCE(TYP.)EXISTING 6 FT TALLCHAINLINK FENCE(TYP.)N.E.SUNSET BOULEVARD(56'-0" WIDE)WF A2WF A3WF A5WF A7WF A8WF AA8WF AA6WF AA5WF AA2WF AA1S89°37'58"E 164.55'WF AA7WF AA4WF AA1----WF A1WF A6WF AA3 15' FRONT SETBACK6'-6" ROW INCREASE20'-0", TYP6'
-6
"
ROW
INCREASE2625241112131415161718192021221237865109'-0", TYP17'-1" OFLANDSCAPE20'-0"9'
-0
"
,TYP5'-0"6'-6"49236'-6"24'-0" WIDE2 DIRECTION LANE6"6"15'-0" MINIMUMFRONT SETBACK≈15'-8"BLDG SETBACK20' SEWER EASEMENT(ASSUMED)N63°57
'27
"E
220
.66
'
S00°15'59"W 256.71'BIKEBIKEEXISTING PROPERTY LINE
TYPE F DESIGNATION FOR STREAM 115FOOT CRITICAL AREA BUFFER WIDTHREQUIRED (PER RMC 4-3-050G)VANBIKE15'-0" STRUCTURAL SETBACK BEYONDBUFFER (115 FOOT TYPE F CRITICALAREA BUFFER PER RMC 4-3-050G)MEDICAL OFFICESHELLOCCUPANCY = BCONSTRUCTION = 1-STORY BUILDING, VB> 30 FT TALLGROSS BUILDING AREA = 5,200 SF164 SF7'
-0
"164 SF6'-0"5'-0"24'-0"258 SF176 SF20'-7"ADJ. PARCEL: 0323059055ZONE: CA5'
-0
"35'-6"16'-0"10'
-8
"7'
-6
"6"6"5'-6"9'
-0
"6'-0"6"7'
-6
"15' FRONT SETBACK6'-6" ROW INCREASE15'
FRONT
SETBACK6"6'-6"15' FRONT SETBACK2'-0"6"R26'-0"5'
-0
"
FIRE APPARATUS ROAD PATH> 150 FEET IN LENGTH
20'-0"5'
-0
"9'
-0
"9'
-0
"9'
-0
"4'-0"5'-0"≈ 3'-8"BLDG SETBACK≈ 124'-7"BLDG SETBACK
PROPOSED STREAM BUFFER 40 FOOTREQUIRED (PER RMC 4-9-250REASONABLE USE VARIANCEPROPOSED BY WETLANDS REPORT)PROPERTY LINE (AFTER
ROW
ADJUSTMENT
)HIGH WATER MARKPROPOSED STREAM BUFFER AREA.5087 SFTRASH ENCLOSUREGROSS BUILDING AREA = 171 SF40'-0"INTERIOR PARKING LOT LANDSCAPING(SEE AS101 FOR EXTENTS)109'-9"S0° 15' 59"W256.71'N89° 37' 58"W164.55'N0° 00' 25"E 174.68'N63° 57
'
27
"E184.45
'400396396397397397397397398399397397398
399 FF: 399.5012" CONC SW 390.90 IE14"FIR16"FIR 24"FIR12"FIR20"FIR16"FIR 30"FIR16"FIR177.5 LFSANITARY SEWER MANHOLERIM 396.328" PVC S 393.35 IE8" PVC SE 393.38 IE8" PVC N 393.27 IE303.5 LFWF A3WF A5WF A7WF A8WF AA8WF AA6WF AA5WF AA2WF AA1ROCKERYROCKERYROCKERY-----5' HOG WIRE FENCE6'
CYCLONE
FENCELSPVLSLSLSWF AA7WF AA4WF AA1M----WATER VALVEWATER MANHOLEASPHALTASPHALTASPHALTASPHALTASPHALT GRAVELASPHALT-SIDEWALK48" Poplar 24" CEDAR30" Fir18" MAPLE30" FIRWF A1WF A2WF A6WF AA3CATCH BASINRIM 398.8012" CONC NE 394.86 IE12" CONC N 394.84 IE12" CONC SW 394.91 IESANITARY SEWERMANHOLERIM 400.4312" CONC NE 388.08 IE8" PVC S 388.91 IE12" CONC SW 388.08 IECATCH BASINRIM 399.9312" CONC NE 395.33 IE12" CONC SW 395.21 IESANITARY SEWERMANHOLERIM 398.2512" CONC NE 386.00 IE12" CONC SW 385.95 IESANITARY SEWER MANHOLERIM 400.7112" CONC NE 388.80 IE12" CONC SW 388.61 IE->SBSIGNAL BOXSBTVEXIST
ING
STREAMN63°57'27"E1423.14' (M)1423.21' (ST)595.07' (C)595.10' (ST)S26°02'33"E 45.00'20' SEWER EASEMENT CATCH BASINRIM 400.1312" CONC SW 397.30 IECATCH BASINRIM 400.7812" CONC SW 397.38 IEW48" CMP CULVERT389.11 IE8" CONCRETE CULVERT393.56 IE48" CMP CULVERT388.89 IEPROPOSED COMMERCIAL BUILDINGPERVIOUS CONCRETEOR PERVIOUS PAVINGPERVIOUS CONCRETEOR PERVIOUS PAVINGCONTROLSTRUCTUREFLOW LINE TO BE MAINTAINEDPER MODIFICATION REQUESTPROPERTY AREA: 34,393 SF (1,200 SF IS BEING DEDICATED FROM THE ORIGINAL 35,593 SF)PROPERTY BREAKDOWN HARDSCAPE (IMPERVIOUS) BUILDING FOOTPRINT: 5,200 SF TRASH ENCLOSURE FOOTPRINT: 171 SF ON-GRADE PARKING: 11,087 SF SIDEWALKS: 1,717 SF TOTAL HARDSCAPE = 18,175 SF (52.8% OF PROPERTY AFTER ROWDEDICATION) LANDSCAPING:11,677 SF LAND DEDICATED TO STREAM BUFFER: 5,087 SFSITE AREA CALCULATIONSDRAWINGS ARE NOT TO SCALE UNLESS PRINTED ON 24"X36"
SUNSET HIGHLANDS (ADF PROP., LLC)
MEDICAL OFFICE SHELL
4409 NE SUNSET BLVD
RENTON, WA 98059 2102 N. PEARL ST, SUITE 202TACOMA, WA 98406PHONE: 253-272-4214#DESCRIPTION YEAR/ MO/ DAY
DATEPROJECT:PM:2324SPR ELEVATIONS - 05/31/2024BCREVISIONS
RE-USE OF DOCUMENTSTHIS DOCUMENT, AND THE IDEAS AND DESIGNSINCORPORATED HEREIN, AS INSTRUMENTS OFPROFESSIONAL SERVICE, ARE THE PROPERTY OF GRAVES+ ASSOCIATES AND ARE NOT TO BE USED OR REPRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTENAUTHORIZATION OF GRAVES + ASSOCIATES, 2024.SCALE:SITE PLAN - AREA ANALYSIS1/16" = 1'-0"1PROJECTNORTH8SCALE: 1/16" = 1'-0"403216SITE PLAN - AREA ANALYSISAS101NOT FORCONSTRUCTION