HomeMy WebLinkAbout20230314_SWA2_Zoning Site Package_v3-S&S.pdfSW 19TH STREETSPRING
BROOK
CREEKTRANSFORMERGENERATOR
COMPACTOR POSITION
AUGER POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
JERSEY BARRIERS, TYP.FREE STANDING PEDESTRIANRAMP AND CANOPY FORMERCHANDISE LOADINGPROPOSED TENANT SPACE125,670 SFEXISTING LANDSCAPEDISLANDS AND REARDRIVEWAYAUGER ANDCOMPACTOR21 FLEX SPACES22 FLEX SPACES22 FLEX SPACES>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>245133 ASSOCIATE SPACES16615685587612014247713138985EXISTING STAIRS TOREMAIN DUE TO EGRESSREQUIREMENTSEXISTINGGENERATORLOCATIONEXISTING RAMPAND ROLL UPDOORSMOKER'S AREA381 SF IMPERVIOUSFLUSH CURB LINE ATNEW PAVEMENT &REPLACED SIDEWALK3X XPROPOSED 1,704 S.F. OF PERVIOUSSURFACE (GREEN SPACE) ATDEMOLISHED BASKETBALL COURT20'x6' (7) BIKERACK STALLS(SPACE FOR 14)PARKING EXPANSION -1450 SF IMPERVIOUSX>>>>>>>>>XLEGENDTRUCK TRAFFIC FLOW ROUTEFLEX TRAFFIC FLOW ROUTEASSOCIATE TRAFFIC FLOW ROUTEPARKING COUNTSTRIPED PEDESTRIAN PATHNEW CONCRETENEW ASPHALT PAVEMENTPROPOSED FENCEJERSEY BARRIERSSPEED BUMPS: ASPHALT OR CONRETEPARKING CALCULATIONSWAREHOUSE PARKING:1.0 SPACES PER 1,500 S.F.PROPOSED WAREHOUSE (S-1) S,F.:114,850 S.F.WAREHOUSE REQUIRED:114,850 / 1,500 = 77 SPACESOFFICE PARKING REQUIRED:2.0 SPACES PER 1,000 S.F.OFFICE / ASSEMBLY (B / A-2) S.F.:10,820 S.F.OFFICE / ASSEMBLY REQUIRED:(10,820 / 1,000 ) X 2.0 = 22 SPACESTOTAL REQUIRED PARKING:99 SPACESEXISTING PARKING SPACES:190 SPACESTOTAL PROPOSED PARKING:206 SPACESPARKING SPACES DESCRIPTION &OPERATIONAL NARRATIVEASSOCIATE PARKING (YELLOW):THIS PARKING IS FOR EMPLOYEES ONLY.THERE IS A PLANNED MAX 140 EMPLOYEES AT THIS FACILITY ASSHOWN IN THE TENANT IMPROVEMENT DRAWINGS (140 SEATSIN THE BREAKROOM)EMPLOYEES WILL PARK IN THE REAR OF THE SPACE AND USETHE WALKING PATH TO THE FRONT DOOR / MAIN ENTRY.TRUCK LOADING (RED):MAXIMUM TRUCK ACTIVE TRUCK DOCKS = 6TRUCKS WILL ENTER THE SITE, UTILIZE THE REAR LOT AND EXITTHE SAME ENTRANCE AS SHOWN ON THE SITE PLAN.FLEX LOADING (GREEN):AMAZON 'FLEX DRIVERS' ARE SIMILAR TO RIDE-SHARE (UBER)DRIVERS WHO USE THEIR OWN VEHICLE AND ARE ASSIGNED APACKAGE DELIVERY ROUTE VIA PHONE APP.SPACES WILL NOT BE USED FOR ANY TYPE OF AMAZONPROVIDED DELIVERY VANS/VEHICLES, NOR ANY TYPE OFOVERNIGHT PARKING.ONCE ASSIGNED A PACKAGE DELIVERY ROUTE, FLEX DRIVERSWILL ENTER THE SITE AND CHOOSE AN AVAILABLE PARKINGSPACE.DRIVERS WILL WALK INSIDE THE BUILDING (THROUGHFREESTANDING CANOPY/RAMP OR SIDE DOOR AS SHOWN) ANDCOLLECT PACKAGES FOR DELIVERY AND WALK PACKAGES TOTHEIR OWN VEHICLE, LOAD THEIR OWN VEHICLE AND LEAVETHE SITE FOR DELIVERY.ESTIMATED TIME LOADING TIME IS 10-15 MINUTES, BASED ONAMOUNT OF PACKAGES BEING DELIVERED AND DISTANCE OFFLEX PARKING SPACE TO ENTRY DOORS.STRIPED ACCESS PATHS ARE SHOWN AT ALL FLEX SPACES TOALLOW FOR A SAFE ROUTE. NO ADDITIONAL IMPERVIOUSSURFACE IS BEING PROPOSED FOR THESE SPACES, ONLY NEWSTRIPING FOR SAFETY.OPERATIONAL HOURS:THIS FACILITY WILL OPERATE 24 HOURS PER DAY WITH 3SHIFTS OF EMPLOYEES.FLEX DRIVERS WILL DELIVER BETWEEN 7AM AND 7PM(ESTIMATED).STORM DRAINAGE·PROPOSED PERVIOUS SURFACE ADDED: 1,704 S.F.·PROPOSED NEW IMPERVIOUS SURFACE: 1,831 S.F.·NET GAIN IMPERVIOUS SURFACE: 127 S.F.CONSTRUCTION MITIGATIONDESCRIPTION·CONSTRUCTION DATES: ENDING JUNE 30, 2021·HOURS OF OPERATION: 7 AM TO 2:30 PM·PROPOSED HAULING/ TRANSPORTATION ROUTE: COME TOTHE SIERRA (GC) TRAILER ONCE ONSITE·MEASURE TO IMPLEMENTED TO MINIMIZED DUT, TRAFFICAND TRANSPIRATION IMPACTS. EROSION, MUD, NOISE,AND OTHER NOXIOUS CHARACTERISTICS: STREETSWEEPER AT THE END OF EACH BUSINESS DAY·ANY SPECIAL HOURS PROPOSED FOR CONSTRUCTION ORHAULING: NONE·PRELIMINARY TRAFFIC CONTROL PLAN: N/ADrawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300SITE PLANAS0.0NORTHSCALE:1" = 500'-0"1OVERALL SITE PLANVICINITY MAPSWA2
SW 19TH STREETSPRING
BROOK
CREEKTRANSFORMERGENERATOR
COMPACTOR POSITION
AUGER POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION EXTENTS OF EXISTINGSTRIPING TO BE REMOVED+/- 68'-0" V.I.F.EXISTING SPORTS COURT TO BE REMOVED
EXTENTS OF EXISTING STRIPING TO BE REMOVED+/- 145'-0" V.I.F.EXTENTS OF EXISTING STRIPING TO BE REMOVED+/- 153'-0" V.I.F.EXTENTS OF EXISTING
STRIPING TO BE REMOVED
EXTENTS OF EXISTING
STRIPING TO BE REMOVED
+/- 75'-0" V.I.F.EXTENTS OFEXIST
ING
STR
IP
INGTO BE
REMOVED+/
-
88
'
-0
"
V
.
I
.F
.
EXTENTS OF EXISTING
STRIPING TO BE REMOVED
+/- 90'-0" V.I.F.
EXTENTS OF EXISTING STRIPING TO BE REMOVED
+/- 135'-0" V.I.F.EXTENTS OF
EX
IST
INGSTRIP
ING
TO
BE
REMOVED+/
-
52
'
-0
"
V
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I
.F
.
EXTENTS OF EXISTING
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REMOVED
+/- 36'-0" V.I.F.EXTENTS OF EXISTING STRIPING TO BE REMOVED+/- 260'-0" V.I.F.STRIPING TO BE REMOVEDLEGEND:CONCRETE TO BE REMOVEDDrawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300EXISTINGCONDITIONS &DEMOLITIONSITE PLANAS1.0NORTHSCALE:1" = 40'-0"1DEMOLITION SITE PLAN
SW 19TH STREETSPRING
BROOK
CREEKTRANSFORMERGENERATOR
COMPACTOR POSITION
AUGER POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITIONAAS2.1BAS2.2CAS2.3Drawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300SIGNAGE &STRIPINGPLANAS2.0NORTHSCALE:1/32" = 1'-0"1STRIPING SITE PLAN
SPRING
BROOK
CREEKTRANSFORMERWHEEL STOP, TYP. 16" OFFSET FROM ENDOF SPACE TYP. SEE SHEET AS3.0 FORDETAILSFREESTANDINGRAMPS AND CANOPY19'-0"26'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"10'-0"10'-0"TYP.100'-0"10 EQ SPACES19'-0"40'-0"4 EQ SPACES5'-0"5'-0"6'-2"5'-10 1/2"29'-2"0'-8 1/2"3'-11 1/2"4'-0 1/2"7'-0"6'-0"2'-11"18'-0"6'-5"77'-5"72'-4"20'-0"4'-0"4'-0"66'-0"25'-0"5'-0"23'
-0
"23'
-0
"23'
-0
"10'-0"5'-0"6'-6"22'-7 1/2"6'-0"
52'-0"160'-0"16 EQ SPACES20'-0"24'-0"20'-0"25'-7 1/2"60'-0"6 EQ SPACES42'-8"10'-0"TYP.10'-0"TYP.6'-0"6'-6"7'-6"7'-6"8'
-5
"8'-5"10'-0" LONG JERSEY BARRIER AT 12'-0" O.C.AS SHOWN. VERIFY FINAL SPACING IN FIELDWITH TENANT CONSTRUCTION MANAGER2'-0"TYP.5'-9 1/2"59'-11"17'-10"14'-1 1/2"1'-7"17'-4 1/2"16'-0"6'-0"TYP.50'
-0
"5 EQ
SPACES10'
-0
"TYP.20'-0"5'-0"20'-6"5'-0"ALIGN NEW STRIPINGWITH EXISTING PATHWHEEL STOP, TYP. 16" OFFSET FROM ENDOF SPACE TYP. RE: A3.0.AS-16AS-26PG-11PG-16PG-16PG-20PG-16PG-16PG-11WHEEL STOP, TYP. RE: A3.0.SMOKER'S PAD:PROVIDE NEWCONCRETE PERSIDEWALK DETAIL ONSHEET AS3.0S-1S-3REFER TO 2/AS2.1FOR LAYOUTS-314'-0 1/2"
52'-0"12'-9 1/2"5'-5 1/2"21'
-0
1
/2
"10'-0" LONG JERSEYBARRIER, TYP.6'-0"10'-0"22'-3"25'-0"24'-3"
5'-0"
19'-0"
5'-0"
8 EQ SPACES6'-4"6'-4"5'-0"S-98S-98S-98S-98S-99S-98PG-1AS-98S-5(L)S-5(L)S-4PG-5TYP.S-4S-9825'-9 1/2"PG-5TYP.16'-6"12'-0"23'-0"1'-6"9'-0"5'-0"9'-0"9'-0"8'-0"9'-0"10'-0" TYP.S-5(L)S-5(L)S-16S-15S-15PG-18PG-17PG-17REFER TO 4/AS2.1FOR DETAILGENERAL SIGN LEGENDCODEDESCRIPTIONS-1"STOP" SIGNS-2DO NOT ENTERS-3SPEED LIMIT, 5 MPHS-3 (MOD)SPEED BUMP WITH 5 MPH PLACARDS-5(L)PEDESTRIAN CROSSING, LEFT ARROWS-5(R)PEDESTRIAN CROSSING, RIGHT ARROWS-7(L)ONE-WAY, LEFT ARROWS-7(R)ONE-WAY, RIGHT ARROWLEFT TURN ONLYRIGHT TURN ONLYNO LEFT TURNNO RIGHT TURNS-12NO U-TURNS-13TRUCKS PROHIBITEDS-14NO PARKINGS-15"ACCESSIBLE" PARKING SIGNS-16"VAN ACCESSIBLE" PARKING SIGNS-17NO TRESPASSINGSTRIPING (PAVEMENT GRAPHIC) LEGENDCODEDESCRIPTIONPG-1STOP BARPG-5STRAIGHT ARROWPG-6(L)LEFT TURN ARROWPG-6(R)RIGHT TURN ARROWPG-7(L)STRAIGHT OR LEFT TURN ARROWPG-7(R)STRAIGHT OR RIGHT TURN ARROWPG-8LEFT OR RIGHT TURN ARROWPG-9LEFT, STRAIGHT, OR RIGHT TURN ARROWPG-10TRAFFIC ISLANDPG-11PEDESTRIAN CROSSWALKPG-1212" STRIPING OUTLINE AND HATCH @ 36" O.C.(WHITE)PG-15SPEED HUMP - MATERIAL TO MATCH EXISTINGADJACENT GROUND SURFACEPG-16SPEED BUMP - MATERIAL TO MATCH EXISTINGADJACENT GROUND SURFACEPG-17ACCESSIBLE CAR PARKINGPG-18ACCESSIBLE VAN PARKINGPG-20PEDESTRIAN TABLEPG-21TRAILER PARKING STALLPG-22DOCK PARKING STALLTENANT SIGN LEGENDCODEDESCRIPTIONAS-1ADDRESS SIGNAS-2TRUCKS/VISITOR USHERNO ENTRANCENO EXITEXIT (AS-15(R) OPP) (AS-15(S) STRAIGHT ARROW)AS-16WAYFINDINGAS-23ASSOCIATE OF THE MONTHAS-26MUSTER AREAAS-30NON-SMOKING AREAS-4SPEED LIMIT, 10 MPHS-9(L)S-9(R)S-11(L)S-11(R)AS-13AS-14AS-15AS-98NO TRUCK ENTRYS-98BACK-IN PARKING ONLYS-99RADAR SPEED MONITOR SIGNNOTE:LIST OF SIGNS APPLY TO THE ENTIRE TENANT PROGRAM AND MAY NOT ALL BE APPLICABLE TO THISPROJECT. SEE PLANS TO DETERMINE QUANTITIES OF APPLICABLE SIGNS AS NOTED.AS-6TRUCK ENTRANCEPG-23JACK STAND AREAAS-5YARD RULESGENERAL NOTES1.ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED INCONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD)2.ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH TENANTPROVIDED SITE SIGNAGE DESIGN BULLETIN. SEE TITLE SHEET FOR BULLETIN LISTINGS ANDCOORDINATE WITH PROCUREMENT, WITH TENANT CONSTRUCTION MANAGER AND/OR ARCHITECT3.ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLANS ( E.G. FIRE LANES) MAY BE REQUIRED PERLOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDEAS REQUIRED4.PRIOR TO FACILITY LAUNCH, FINAL SIGN TYPES & QUANTITIES TO BE COORDINATED WITH TENANTOPERATIONS MANAGER.5.PRIOR TO INSTALLATION, GC TO COORDINATE WITH TENANT OPERATIONS MANAGER TO FIELDVERIFY EXACT SIGN PLACEMENT AND ORIENTATION.6.ALL STRIPING DIMENSIONS ARE TO BE CONSIDERED TAKEN FROM THE CENTER LINE OF THE STRIPE,U.N.O.7.ALL SPEED BUMPS AND HUMPS MUST BE CONSTRUCTED OF THE SAME MATERIAL USED ASADJACENT SURFACE COVER (E.G. ASPHALT OR CONCRETE) AND ARE TO BE INSTALLED WITH ASMOOTH TRANSITION. HEAVY DUTY RUBBER SPEED BUMPS AND HUMPS ARE NOT PERMITTED PERTENANT DIRECTIVE.PAINT STRIPING SPECIFICATIONS:·CONCRETE WHEEL STOPS TO BE PAINTED SAFETY YELLOW, TYPICAL.·ACCESS AISLES & PARKING: 4" WIDE STRIPING AT 48" O.C.·CROSSWALKS: 12" WIDE STRIPING AT 36" O.C.·ALL STRIPING TO BE LONG LIFE EPOXY RESIN, HOT - APPLIED THERMOPLASTIC &REFLECTIVE TWO COAT PAINT APPLICATION REQUIRED.·COLOR:··WHITE ON ASPHALT··YELLOW ON CONCRETENEW CONC. WALKPG-20, REFER TOSTRIPING PLANFLARE NEW ASPHALTAS SHOWN. SLOPE NOTTO EXCEED 1-TO-10NEW INTEGRAL SLAB/CURBTO FOLLOW SLOPE OFEXISTING RAMP. DOWEL ANDEPOXY INTO EXISTING RAMPEXISTING CONC. RAMP+0'-0"FIN. FLR.NEW 4" CONCRETE LANDING.SLOPE NOT TO EXCEED1-TO-48 IN ANY DIRECTION+0'-1/4"LANDINGEDGEBACK-FILL WITH SOIL ANDFINISHED LAYER OF MULCHJERSEY BARRIER+0'-1/2"LANDINGEDGEASPHALT WALK TO BE FLUSHWITH T.O. LANDING SLAB6'-0"SLOPE SLOPE +/-12'-5" F.V.7'-0"FLARE NEW ASPHALTAS SHOWN. SLOPE NOTTO EXCEED 1-TO-10NEW 1 1/2" DIAM. BRUSHEDALUMINUM HAND RAIL. SEEDETAIL 3 THIS SHEET1-TO-12 SLOPESLOPEPG-16, REFER TOSTRIPING PLANPG-16, REFER TOSTRIPING PLANS-4, REFER TOSTRIPING PLAN+/- 1'-1"3'-0"
0'-4"4'-4"0'-4"0'-3 1/2"+/- 0'-6"+/-0'-7"
3'-0"EQ.EQ.6'-4 1/2"10'-8 1/2" F.V. BASED ON RAMP LENGTHEQ.EQ.EQ.0'-4"0'-3 1/2"1 1/2" DIAM. BRUSHEDALUMINUM HANDRAILSSLOPE MAX. 1-TO-125'-0"AS-16ASSOCIATESDELIVERY DRIVERSTRUCKSDrawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300ENLARGEDSIGNAGE &STRIPINGPLANAS2.1NORTHSCALE:1/16" = 1'-0"ASTRIPING SITE PLANNORTHSCALE:3/16" = 1'-0"2ASPHALT/RAMP PLANSCALE:1/4" = 1'-0"3HANDRAIL PROFILESSCALE:NTS4BIKE RACK DETAIL
GENERATOR
COMPACTOR POSITION5'-0"5'-0"96'-0"S-3PG-16PG-16PG-16PG-11S-3(MOD)S-3(MOD)AS-26MOUNT TO EXISTING LIGHT POLE21'-5"
9'-0"
64'-0"3'-8"20'-0"6'-1"18'-0"20'-5"9'-0"TYP.27'-0"3 EQ SPACES9'-0"45'-0"5 EQ SPACES9'-0"TYP.24'-0"9'-0"TYP.45'-0"5 EQ SPACES20'-0"
9'-0"
TYP.
18'-0"
2 EQ SPACES 40'-0"10'-0"20'-0"9'-0"9'-0"9'-0"3'-5"
24'-7"20'-0"18'-0"24'-0"1'-6"117'-0"13 EQ SPACES1'-6"24'-0"24'-0"1'-5"20'-0"24'-0"40'-0"
10'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"TYP.20'-0"
9'-0"9'-0"9'-0"20'-0"81'-0"9 EQ SPACES15'-0"72'-0"8 EQ SPACES9'-0"TYP.9'-0"TYP.7'-3"16'-5"5'-0"
EXISTING PARKING TO REMAIN
EXISTING PARKING TO REMAINEXISTING PARKING TO REMAIN
EXISTING PARKING TO REMAINEXISTING PARKINGTO REMAINPG-5TYP.S-5(L)S-5(L)GENERAL SIGN LEGENDCODEDESCRIPTIONS-1"STOP" SIGNS-2DO NOT ENTERS-3SPEED LIMIT, 5 MPHS-3 (MOD)SPEED BUMP WITH 5 MPH PLACARDS-5(L)PEDESTRIAN CROSSING, LEFT ARROWS-5(R)PEDESTRIAN CROSSING, RIGHT ARROWS-7(L)ONE-WAY, LEFT ARROWS-7(R)ONE-WAY, RIGHT ARROWLEFT TURN ONLYRIGHT TURN ONLYNO LEFT TURNNO RIGHT TURNS-12NO U-TURNS-13TRUCKS PROHIBITEDS-14NO PARKINGS-15"ACCESSIBLE" PARKING SIGNS-16"VAN ACCESSIBLE" PARKING SIGNS-17NO TRESPASSINGSTRIPING (PAVEMENT GRAPHIC) LEGENDCODEDESCRIPTIONPG-1STOP BARPG-5STRAIGHT ARROWPG-6(L)LEFT TURN ARROWPG-6(R)RIGHT TURN ARROWPG-7(L)STRAIGHT OR LEFT TURN ARROWPG-7(R)STRAIGHT OR RIGHT TURN ARROWPG-8LEFT OR RIGHT TURN ARROWPG-9LEFT, STRAIGHT, OR RIGHT TURN ARROWPG-10TRAFFIC ISLANDPG-11PEDESTRIAN CROSSWALKPG-1212" STRIPING OUTLINE AND HATCH @ 36" O.C.(WHITE)PG-15SPEED HUMP - MATERIAL TO MATCH EXISTINGADJACENT GROUND SURFACEPG-16SPEED BUMP - MATERIAL TO MATCH EXISTINGADJACENT GROUND SURFACEPG-17ACCESSIBLE CAR PARKINGPG-18ACCESSIBLE VAN PARKINGPG-20PEDESTRIAN TABLEPG-21TRAILER PARKING STALLPG-22DOCK PARKING STALLTENANT SIGN LEGENDCODEDESCRIPTIONAS-1ADDRESS SIGNAS-2TRUCKS/VISITOR USHERNO ENTRANCENO EXITEXIT (AS-15(R) OPP) (AS-15(S) STRAIGHT ARROW)AS-16WAYFINDINGAS-23ASSOCIATE OF THE MONTHAS-26MUSTER AREAAS-30NON-SMOKING AREAS-4SPEED LIMIT, 10 MPHS-9(L)S-9(R)S-11(L)S-11(R)AS-13AS-14AS-15AS-98NO TRUCK ENTRYS-98BACK-IN PARKING ONLYS-99RADAR SPEED MONITOR SIGNNOTE:LIST OF SIGNS APPLY TO THE ENTIRE TENANT PROGRAM AND MAY NOT ALL BE APPLICABLE TO THISPROJECT. SEE PLANS TO DETERMINE QUANTITIES OF APPLICABLE SIGNS AS NOTED.AS-6TRUCK ENTRANCEPG-23JACK STAND AREAAS-5YARD RULESGENERAL NOTES1.ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED INCONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD)2.ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH TENANTPROVIDED SITE SIGNAGE DESIGN BULLETIN. SEE TITLE SHEET FOR BULLETIN LISTINGS ANDCOORDINATE WITH PROCUREMENT, WITH TENANT CONSTRUCTION MANAGER AND/OR ARCHITECT3.ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLANS ( E.G. FIRE LANES) MAY BE REQUIRED PERLOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDEAS REQUIRED4.PRIOR TO FACILITY LAUNCH, FINAL SIGN TYPES & QUANTITIES TO BE COORDINATED WITH TENANTOPERATIONS MANAGER.5.PRIOR TO INSTALLATION, GC TO COORDINATE WITH TENANT OPERATIONS MANAGER TO FIELDVERIFY EXACT SIGN PLACEMENT AND ORIENTATION.6.ALL STRIPING DIMENSIONS ARE TO BE CONSIDERED TAKEN FROM THE CENTER LINE OF THE STRIPE,U.N.O.7.ALL SPEED BUMPS AND HUMPS MUST BE CONSTRUCTED OF THE SAME MATERIAL USED ASADJACENT SURFACE COVER (E.G. ASPHALT OR CONCRETE) AND ARE TO BE INSTALLED WITH ASMOOTH TRANSITION. HEAVY DUTY RUBBER SPEED BUMPS AND HUMPS ARE NOT PERMITTED PERTENANT DIRECTIVE.PAINT STRIPING SPECIFICATIONS:·CONCRETE WHEEL STOPS TO BE PAINTED SAFETY YELLOW, TYPICAL.·ACCESS AISLES & PARKING: 4" WIDE STRIPING AT 48" O.C.·CROSSWALKS: 12" WIDE STRIPING AT 36" O.C.·ALL STRIPING TO BE LONG LIFE EPOXY RESIN, HOT - APPLIED THERMOPLASTIC &REFLECTIVE TWO COAT PAINT APPLICATION REQUIRED.·COLOR:··WHITE ON ASPHALT··YELLOW ON CONCRETEDrawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300ENLARGEDSIGNAGE &STRIPINGPLANAS2.2NORTHSCALE:1/16" = 1'-0"BSTRIPING SITE PLAN
SW 19TH STREET
COMPACTOR POSITION
AUGER POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
TRUCK POSITION
AS-55'-0"
19'-0"
5'-0"
10'-0"
TYP.
148'-3"
8 EQ SPACES
4'-11 1/2"5'-0"24'-0"19'-0"5'-11"28'-0"
5'-0"
30'-0"
3 EQ SPACES
4'-11 1/2"19'-0"10'-0"
5'-0"10'-0"28'-8"4'-11 1/2"PG-5TYP.S-98S-99S-98WHEEL STOP, TYP. 16" OFFSET FROM ENDOF SPACE TYP. SEE SHEET AS3.0 FORDETAILSAS-6GENERAL SIGN LEGENDCODEDESCRIPTIONS-1"STOP" SIGNS-2DO NOT ENTERS-3SPEED LIMIT, 5 MPHS-3 (MOD)SPEED BUMP WITH 5 MPH PLACARDS-5(L)PEDESTRIAN CROSSING, LEFT ARROWS-5(R)PEDESTRIAN CROSSING, RIGHT ARROWS-7(L)ONE-WAY, LEFT ARROWS-7(R)ONE-WAY, RIGHT ARROWLEFT TURN ONLYRIGHT TURN ONLYNO LEFT TURNNO RIGHT TURNS-12NO U-TURNS-13TRUCKS PROHIBITEDS-14NO PARKINGS-15"ACCESSIBLE" PARKING SIGNS-16"VAN ACCESSIBLE" PARKING SIGNS-17NO TRESPASSINGSTRIPING (PAVEMENT GRAPHIC) LEGENDCODEDESCRIPTIONPG-1STOP BARPG-5STRAIGHT ARROWPG-6(L)LEFT TURN ARROWPG-6(R)RIGHT TURN ARROWPG-7(L)STRAIGHT OR LEFT TURN ARROWPG-7(R)STRAIGHT OR RIGHT TURN ARROWPG-8LEFT OR RIGHT TURN ARROWPG-9LEFT, STRAIGHT, OR RIGHT TURN ARROWPG-10TRAFFIC ISLANDPG-11PEDESTRIAN CROSSWALKPG-1212" STRIPING OUTLINE AND HATCH @ 36" O.C.(WHITE)PG-15SPEED HUMP - MATERIAL TO MATCH EXISTINGADJACENT GROUND SURFACEPG-16SPEED BUMP - MATERIAL TO MATCH EXISTINGADJACENT GROUND SURFACEPG-17ACCESSIBLE CAR PARKINGPG-18ACCESSIBLE VAN PARKINGPG-20PEDESTRIAN TABLEPG-21TRAILER PARKING STALLPG-22DOCK PARKING STALLTENANT SIGN LEGENDCODEDESCRIPTIONAS-1ADDRESS SIGNAS-2TRUCKS/VISITOR USHERNO ENTRANCENO EXITEXIT (AS-15(R) OPP) (AS-15(S) STRAIGHT ARROW)AS-16WAYFINDINGAS-23ASSOCIATE OF THE MONTHAS-26MUSTER AREAAS-30NON-SMOKING AREAS-4SPEED LIMIT, 10 MPHS-9(L)S-9(R)S-11(L)S-11(R)AS-13AS-14AS-15AS-98NO TRUCK ENTRYS-98BACK-IN PARKING ONLYS-99RADAR SPEED MONITOR SIGNNOTE:LIST OF SIGNS APPLY TO THE ENTIRE TENANT PROGRAM AND MAY NOT ALL BE APPLICABLE TO THISPROJECT. SEE PLANS TO DETERMINE QUANTITIES OF APPLICABLE SIGNS AS NOTED.AS-6TRUCK ENTRANCEPG-23JACK STAND AREAAS-5YARD RULESGENERAL NOTES1.ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED INCONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD)2.ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH TENANTPROVIDED SITE SIGNAGE DESIGN BULLETIN. SEE TITLE SHEET FOR BULLETIN LISTINGS ANDCOORDINATE WITH PROCUREMENT, WITH TENANT CONSTRUCTION MANAGER AND/OR ARCHITECT3.ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLANS ( E.G. FIRE LANES) MAY BE REQUIRED PERLOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDEAS REQUIRED4.PRIOR TO FACILITY LAUNCH, FINAL SIGN TYPES & QUANTITIES TO BE COORDINATED WITH TENANTOPERATIONS MANAGER.5.PRIOR TO INSTALLATION, GC TO COORDINATE WITH TENANT OPERATIONS MANAGER TO FIELDVERIFY EXACT SIGN PLACEMENT AND ORIENTATION.6.ALL STRIPING DIMENSIONS ARE TO BE CONSIDERED TAKEN FROM THE CENTER LINE OF THE STRIPE,U.N.O.7.ALL SPEED BUMPS AND HUMPS MUST BE CONSTRUCTED OF THE SAME MATERIAL USED ASADJACENT SURFACE COVER (E.G. ASPHALT OR CONCRETE) AND ARE TO BE INSTALLED WITH ASMOOTH TRANSITION. HEAVY DUTY RUBBER SPEED BUMPS AND HUMPS ARE NOT PERMITTED PERTENANT DIRECTIVE.PAINT STRIPING SPECIFICATIONS:·CONCRETE WHEEL STOPS TO BE PAINTED SAFETY YELLOW, TYPICAL.·ACCESS AISLES & PARKING: 4" WIDE STRIPING AT 48" O.C.·CROSSWALKS: 12" WIDE STRIPING AT 36" O.C.·ALL STRIPING TO BE LONG LIFE EPOXY RESIN, HOT - APPLIED THERMOPLASTIC &REFLECTIVE TWO COAT PAINT APPLICATION REQUIRED.·COLOR:··WHITE ON ASPHALT··YELLOW ON CONCRETE6' (TYPICAL)8'-0" OR 5'-0"6' (TYPICAL)3'-0"VERTICAL FACE OF CURB RETURN TO BEPAINTED SAFETY YELLOW, ICI NON-SKIDAS 500 PAINT SPECIFICATIONTRUNCATED DOMES APPLIED TOFULL WIDTH PER DETAILDIAGRAMMAX 1:12 SLOPEVERTICAL FACE OF CURB RETURN AND TOP OFCURB TO BE PAINTED SAFETY YELLOW, ICINON-SKID AS 600 PAINT SPECIFICATION.RETURN CURB TO BEFLUSH WITH TOPOF WALKMAX 1:50 SLOPEA 12" WIDE GROOVED BORDER ISPROVIDED ALONG THE TOP (ANDSIDES IF FLARED WALKINGSURFACE) OF THE LEVEL SURFACEOF THE WALK 1/4" GROOVES, 1/4"HIGH SPACED 3/4" ON CENTERNOTES:1.CURB RAMP SHOWN IN DIAGRAM SHALL HAVE NON-WALKING SURFACE ON EITHER SIDE.2.VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) RAMP WITH SITE IMPROVEMENT PLAN.3.CROSS SLOPE (ACROSS RAMP MAIN SLOPE) SHALL NOT EXCEED 1.5% DESIGN (2.0% CONSTRUCTION) SLOPE.DIMENSION PER PLANMIN WIDTH = 60"10112" WIDEGROOVEDBORDER WITH1/4" GROOVESAPPROXIMATELY3/4" O.C.5.0
'TRUNCATED DOMES APPLIED TOFULL WIDTH PER DETAILSLOPE 1
:12MAXNOTES:1.THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM ANDSLIP-RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENTSIDEWALK.DIAGRAM1'-6
"TR
A
N
S
I
T
I
O
N
LIMITS OF
DEP. CURB
1'-6"
TRANSITION 6" CURB FACE4'-0"(TYP)4'-0"24"6"SLOPED CONCRETE6" CURB FACE1:12 (MAX.)SIDE RAMP(CHECK LOCAL CODES)1:12 (MAX.) MAINCURB RAMP(CHECK LOCAL CODES)2'-0" MIN. ARMOR-TILE CAST IN PLACETRUNCATED DOME WARNING SURFACEINSTALLED AS SPECIFIED BY ARMOR-TILETACTILE SYSTEMS OR APPROVED EQUALCOLOR: REDMEET EXISTING SIDEWALK4'PLATFORMDrawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300ENLARGEDSTRIPINGPLAN &DETAILSAS2.3NORTHSCALE:1/16" = 1'-0"CSTRIPING SITE PLANSCALE:NTS2FLARED RAMP IN SIDEWALKSCALE:NTS3ACCESSIBLE CURB RAMPSCALE:NTS4ACCESSIBLE RAMP AT CURB
SCALE:1'-0" = 1'-0"5INTEGRAL CURB & SIDEWALK ONSITECONCRETE PAVEMENT,SEE NOTE 1 BELOW.#3 @ 22" O.C. EACH WAYCOMPACTED SUBGRADE TO 95%MAX DENSITY PER ASTMD 1557FOR INFORMATION ONLY. FINAL DESIGN BY GEOTECHNICAL ENGINEERAFTER SITE DATA ANALYSIS. PAVEMENT TO MEET LOCAL AND STATE AHJAND DESIGN. MATERIAL TO BE PER LOCAL DOT PAVEMENT MIX DESIGNFOR WARNING AND BINDER COURSES INCLUDING BASE MATERIALSSTANDARD DUTY CONCRETE PAVEMENT1.A.B.2.3.NOTE:SLABS TO BE TREATED WITH ONE (1)PENETRATING SEALER BELOW:BARRICADE WB244, EUCLID CHEMICAL COSS HARDEN X SI, SEALSOURCEINTERNATIONAL, LLCMACRO SYNTHETIC FIBER REINFORMENTSPER GEOTECHNICAL ENGINEERF'C=4,500 PSI MIN.SKIM COAT OF FINE AGGREGATE BASE ON TOPOF COARSE AGGREGATE BASE, SMOOTH ANDPLANAR TO RECEIVE CONCRETE.4
MIN.
6
2 1/2" CLR
AGGREGATE BASEINDOT-53 CRUSHED STONEXXXXXNOTE:1.ALL CONCRETE CURBS AND SIDEWALKSTO BE 4000 P.S.I. CONCRETEEXPANSION JOINTS 20'-0" oc. MAXIMUM4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLANSEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN1/2" EXPANSION JOINTLAWN OR PLANTING IF SHOWN ON SITE PLAN1/2" EXPANSION JOINTAASEE
PLANS
VARIES
VARIES
SEE
PLANS
CURB OR GUTTER LINEPLAN VIEW1"1/4"R=1/8"DUMMY JOINT4"1/2" EXPANSION JOINT WITHSEALANT4" MINIMUM COMPACTED GRAVEL BASESECTION A-A4"EXPANSION JOINTDUMMY JOINT( TYP.)6" X 6" W1.2xW1.2 WWF6" X 6" W1.2xW1.2 WWFCOMPACTED SUBGRADE TO 95%MAXIMUM DRY DENSITY PERASTM D1557SEALANTWOOD ORFIBER MOUNT6'
9'10'-0" MAX SPACINGTURNBUCKLEBOTTOM SELVAGEKNUCKLEDADJUSTABLETRUSS RODTENSIONBARRAIL TIE1 5/8" OD BRACE RAILHOG RINGSQUARE END &CORNER POSTPOST TOPCHAIN LINK FABRIC(TOP SELVAGE OPTION)LINE POST LOOP CAP1 5/8" OD TOP RAILLINE POST(ROUND OR "C")LINE POST TIETENSION WIRE(OPTIONAL)8"4"2"18"6"6"5"4"XXXX1/8" PER FOOTNOTE:1.ALL CONCRETE CURBS AND SIDEWALKS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS2.CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING1" RPAVEMENT SEALER (MIN 4" WIDE)BITUMINOUS CONCRETEWEARING COURSEBITUMINOUS CONCRETEBINDER COURSETROWELED JOINTCONCRETE SIDEWALKSUBBASECOMPACTED SUBGRADECONCRETE CURBCOMPACTED SUBGRADESUBBASE6 x 6 x W1.2 x W1.2 WWM6"NOTE:1.ALL CONCRETE CURBS AND SIDEWALKS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS.2.CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH 12" PREFORMED EXPANSIONJOINT RECESSED 12 INCH BELOW TOP OF CURB.3.MAXIMUM HEIGHT OF CURB TO PAVING IS 6".6"
18"
1"
R 1" R5"TOPSOILPAVEMENT SEALER 4" WIDEBITUMINOUS CONCRETEWEARING COURSEBITUMINOUS CONCRETEBINDER COURSESUBBASECOMPACTED SUBGRADECAST IN PLACECONCRETE CURBSCALE:1'-0" = 1'-0"2STRAIGHT FACED CURB DETAILSCALE:1'-0" = 1'-0"4CHAIN LINK FENCE W SQUARE ENDSCALE:1'-0" = 1'-0"3STANDARD DUTY CONCRETE PAVEMENTSCALE:1'-0" = 1'-0"1CONCRETE SIDEWALK DETAILSCALE:3/4" = 1'-0"9WHEEL STOP - AUTOSET PIN 1/2" BELOW TOP OF WHEEL STOPAND FILL WITH SEALANT - TYPICALPROVIDE 2 - 1" HOLES IN WHEELSTOP FOR ANCHORING24" X 3/4" DIA. STEEL DOWELANCHORS - TYPICAL4"212"212"5'-7"9"6'-0"212"212"612"3"312"WALL ATTACHMENT BYMANUFACTUREREXISTING ASPHALTPAVING OR SIM VIF2'-6"1'-0"1'-0"
1'-0"HAUNCH SLAB DOWN TOTOP OF FOUNDATIONWALL#4 @ 12" O.C. EACH WAY TOPAND BOTTOM. 2" CLEAR TOFACE OF CONCRETENOTE:SLAB SHALL BE BROOMFINISHED WITH TOOLED EDGESSCALE:3/4" = 1'-0"7CONCRETE PADSMOKER'S SHELTER NOTE:CONCRETE WHEEL STOPS TO BE PAINTED SAFETY YELLOWASPHALT SURFACECOURSETACK COATASPHALT BINDERCOURSEAGGREGATE BASEGEOTEXTILE FABRIC IFREQ. BY DESIGNPRIME COAT (REQ. ATASPHALT < 4" THICK)COMPACTED SUBGRADETO 95% MAX DENSITYPER ASTM D1557FOR INFORMATION ONLY. FINAL DESIGN BY GEOTECHNICAL ENGINEER AFTERSITE DATA ANALYSIS. PAVEMENT TO MEET LOCAL AND STATE AHJ DESIGNREQUIREMENTS. MATERIAL TO BE PER LOCAL DOT PAVEMENT MIX DESIGN FORWARING AND BINDER COURSES, INCLUDING BASE MATERIALS.6" LAP JOINT8"11"112"112"SCALE:3/4" = 1'-0"14LIGHT DUTY ASPHALT PAVEMENT DETAIL6 - NOT USEDRAISEDCONCRETE ISLAND4" COMPACTEDGRAVEL BED#4 REBAR AT 10"O.C. EWTOP AND BOTTOMCONCRETE - fc = 4000PSIAIR ENTRAINEDSCALE:3/8" = 1'-0"8EQUIPMENT PAD DETAILCOORDINATE WITH EQUIPMENT MANUFACTURER3"
1'-6"3"3"1SCALE:1/8" = 1'-0"10STRIPING AT STAIRSTYPICALSCALE:1/8" = 1'-0"11PARKING AT DOCKTYPICAL TRAILERSCALE:1/8" = 1'-0"12PARKING AT BUILDINGTYPICAL TRAILER18" WIDE YELLOWSTRIPE AT 4'-0" O.C.AT 45 DEGREEANGLE AS SHOWNBOLLARDPAINT SAFETYYELLOW-TYPICAL.STAIR AND RAIL.FACE OFBUILDINGDOCK BUMPERSPROVIDE 2' x 1' SOLIDSAFETY YELLOW (2COATS) PAINTED SQUARETO INDICATE CHOCKBLOCK AREA4" WIDE YELLOW STRIPE(2) COATS. STRIPEALIGNS WITH DRIVER'SSIDE OF DOCK POSITIONTYPICALPROVIDE 2' x 2' SOLIDSAFETY YELLOW (2 COATS)PAINTED SQUARE TOINDICATE SAFETY CONEAREAPROVIDE 24" HIGH 3 DIGITNUMERIC MARKINGS-TYPICAL AT ALL DOCK ANDTRAILER PARKING SPACES.SEE PAVEMENT GRAPHICDETAIL PG-14XXXFACE OF BUILDINGDOCK BUMPERS4" WIDE YELLOWSTRIPE (2) COATSTYPICALSTRIPE ALIGNS WITHDRIVER'S SIDE OF DOCKPOSITION TYPICALPROVIDE 24" HIGH 3DIGIT NUMERICMARKINGS - TYPICAL ATALL DOCK AND TRAILERPARKING SPACES. SEEPLAN FOR SITESPECIFIC NUMBERING.SEE PAVEMENTGRAPHIC PG-14.XXX60'-0"8'-0" U.N.O. CENTERED ON DOORSEE SITE PLANS1'-0"2'-0"1'-0"14'-0" V.I.F.56'-0"4'-0"
60'-0"2'-0"2'-0"14'-0" V.I.F.55'-0"SCALE:1/4" = 1'-0"13SMOKER'S SHELTERFINISHESPANEL FINISH: #750 FRPSTRUCTURE: ALUMINUM ALLOY CHANNELS AND POSTSWALL PANELS: 12" MEDEX LAMINATED WITH GREY FIBERGLASSREINFORCED PLASTIC IN BOTH SIDESCEILING: 58" WHITE VONYLWINDOWS: 14" THICK CLEAR TEMPERED SAFETY GLASSGENERAL NOTES:1. ALUMINUM FRAMING EXTRUSIONS TO HAVE A MILL FINISH2. FIXED WINDOWS TO INCLULDE CLEAR TEMPERED GLAZING3. UNIT TO INCLUDE AN INTEGRAL ROOF WITH PERIMETER GUTTER4. SHELTER TO BE FURNISHED AND INSTALLED BY GC"A"FLOOR PLAN"B"ELEVATION "A"ELEVATION "B"3'-5"3'-5"14'-8"7'-5"7'-0"
7'-0"7'-5"BENCH/BACKREST14'-8"SITE DETAILSAS3.0Drawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300
S-18S-19S-20S-21SCALE:NOT TO SCALESITE SIGNSRED TEXT ON WHITEBACKGROUND30" X 36"DOT STANDARD"EXIT" SIGN, RIGHTARROW. POSTAND PANELMOUNT WHEREAPPROPRIATE.30" X 36"DOT STANDARD"EXIT" SIGN, LEFTARROW. POSTAND PANELMOUNT WHEREAPPROPRIATE.30" X 24"DOT STANDARDMEDIAN SYMBOLWITH RIGHTDIRECTING ARROW.POST AND PANELMOUNT WHEREAPPROPRIATE.12" X 18"RED ON WHITEREFLECTIVEBACKGROUND (NOTE -THIS SIGN IS SHOWNON BOTH CIVIL ANDPARTIAL SITE SIGNAGEPLANS FORCONTINUITY ONLY. DONOT PRICEINDEPENDENTLY)S-1718" X 12"24" X 36"TENANT STANDARD SUBJECTTO INSPECTION SIGN.USE TO NOTIFY DRIVERS OFINSPECTION POLICY. MOUNTFIRST SIGN 100’ FROM MAINENTRY OF OF R.O.W. PROVIDESIGNS AT 400’ ON CENTER ONPRIMARY TRUCK ACCESS,INBOUND LANE. POST ANDPANEL MOUNT WHEREAPPROPRIATE.S-9712" X 18"BASIS OF DESIGN:MYPARKINGSIGN.COMBACK-IN PARKING ONLY [WITHBIDIRECTIONAL ARROW]PART#: K-6986SPN#: 29LPCOLOR: GREENSHAPE: VERTICALSUBJECT TO TENANTAPPROVALS-9823" X 29"GRAINGER TAPCO RADAR SPEEDMONITOR SIGN.ITEM #493X99SERIES: EVOLUTION 11SIGN HEADER TEXT COLOR: BLACKBACKGROUND COLOR: WHITESIGN MATERIAL: ALUMINUMLED DIGIT SIZE: 11" X 5 12"S-99SCALE:NOT TO SCALESITE SIGNSSCALE:NOT TO SCALESITE SIGNSS-15S-16AS-29AS-30AS-160" X 48"TENANT SIGNAGE- BUILDINGADDRESS. USE AT ALLENTRANCES TO PUBLICROADWAY THAT DO NOT HAVE AMONUMENT SIGN. POST (X2) ANDPANEL MOUNT.BLACK TEXT(TENANT EMBER) ON WHITEBACKGROUND.AS-2AS-16AS-26AS-6AS-13AS-14AS-15S-1S-2S-3S-4S-5(L) / S-5(R)OPPOSITE ARROWS-7(R) / S-7(L)OPPOSITE ARROWS-11L (S-11R OPP.)S-12S-13S-1448" X 60"TENANT SIGNAGE- WAYFINDING. USETO DIRECT TRAFFIC ATINTERSECTIONS. POST (X2) ANDPANEL MOUNT. BLACK TEXT (TENANTEMBER) ON WHITE BACKGROUND.ADJUST DIRECTIONAL ARROWS ANDTITLES PER SITE LOCATION.36" X 36"TENANT SIGNAGE - MUSTER AREAREPLACE "#" WITH CORRESPONDINGAREA NUMBER; SEE PLAN. POLEMOUNT AT 15'-0" A.F.G. IN CARPARKING. POLE MOUNT AT 20'-0"A.F.G. IN TRAILER YARD (MEASUREDAT BOTTOM OF SIGN) WHITEGRAPHICS ON GREEN BACKGROUNDGREEN: PANTONE 348C36" X 24"TENANT SIGNAGE-TRUCK ENTRANCEUSE TO DEMARCATETRUCK ENTRANCE.POST (X1) AND PANELMOUNT. BLACK TEXT(TENANT EMBER) ONWHITE BACKGROUND.36" X 24" TENANT SIGNAGE - NOENTRANCE. USE TOPROHIBIT ENTRY ATACCESS DRIVES. MOUNTTO OUTWARD FACINGSIDE OF GATE OR FENCE.BLACK TEXT (TENANTEMBER) ON WHITEBACKGROUND.36" X 24"TENANT SIGNAGE - NOEXIT. USE TO PROHIBITEXITING AT ACCESSDRIVES. MOUNT TOINSIDE FACING SIDE OFGATE OR FENCE. BLACKTEXT (TENANT EMBER) ONWHITE BACKGROUND.36" X 24"TENANT SIGNAGE - EXITUSE AT GUARD HOUSEEXIT. MOUNT AT 6" A.F.G.TO BOTTOM. BLACK TEXT(TENANT EMBER) ONWHITE BACKGROUND.WHITE TEXT ON REDBACKGROUNDWHITE TEXT W/ RED GRAPHICON WHITE BACKGROUNDBLACK TEXT ONWHITE BACKGROUNDBLACK TEXT AND GRAPHICON WHITE BACKGROUNDBLACK GRAPHIC ONWHITE BACKGROUNDBLACK GRAPHIC ONWHITE BACKGROUNDREDCIRCLEREDCIRCLE36" X 36"DOT STANDARDOCTAGONAL "STOP"SIGN. USE ATINTERSECTIONS INPARKING LOT ANDDRIVE AISLES. POSTAND PANEL MOUNT.30" X 30"DOT STANDARD "DO NOTENTER" SIGN.USE TO PROHIBIT TRAVELIN THE WRONGDIRECTION.TYPICAL AT ONE-WAYROADS. POST AND PANELMOUNT.30" X 36" DOT STANDARD"SPEED LIMIT 5 MPH"SIGN. USE TOCONTROL SPEEDALONG DRIVE AISLESWITHOUT ADJACENTPARKING SPOTS.POST AND PANELMOUNT.30" X 36"DOT STANDARD"SPEED LIMIT 10 MPH"SIGN.USE TO CONTROLSPEED ALONG DRIVEAISLES WITHOUTADJACENT PARKINGSPOTS. POST ANDPANEL MOUNT.30" X 30"DOT STANDARDSQUARE PEDESTRIANCROSSING "STOP"SIGN, LEFT ARROW.USE AT PEDESTRIANCROSSWALKSLOCATED IN THEMIDDLE OF DRIVEAISLES. POST ANDPANEL MOUNT.30" X 36"DOT STANDARDVERTICALLYORIENTED "ONEWAY" LEFTARROW SIGN.USE ALONGONE WAY DRIVEAISLES. POSTAND PANELMOUNT.30" X 36"DOT STANDARDLEFT TURN"ONLY" SIGN.USE ALONGONE WAYDRIVE AISLES.POST ANDPANEL MOUNT.24" X 24"DOT STANDARD"NO LEFT TURN"SIGN. USE TOPROHIBITTURNINGTRAFFIC. POSTAND PANELMOUNT.24" X 24"DOT STANDARD"NO U TURN"SIGN. USE TOPROHIBITTURNINGTRAFFIC. POSTAND PANELMOUNT.24" X 24"MUTCD: R5-224" X 24"MUTCD: R8-3GREEN TEXT ONWHITE BACKGROUNDBLUE GRAPHIC ONWHITE BACKGROUND12" X 18"DOT STANDARDVERTICALLY ORIENTEDACCESSIBLE "PARKINGONLY" SIGN. USE TODEMARCATE ACCESSIBLEPARKING SPACES. ONESIGN PER SPACE OR ASREQUIRED BY LOCALAUTHORITY. POST ANDPANEL MOUNT.12" X 18"DOT STANDARDVERTICALLY ORIENTED"VAN ACCESSIBLE"PARKING SIGN. USE TODEMARCATE VANACCESSIBLE PARKINGSPACES. ONE SIGN PERSPACE OR AS REQUIREDBY LOCAL AUTHORITY.POST AND PANEL MOUNT.S-3 MODS-4 - MOD30" X 30" SIGN AND18" X 18" PLACARD MUTCD: W8-1 ANDW13-1P30" X 30" SIGN AND18" X 18" PLACARD MUTCD: W8-1 ANDW13-1P15” X 22”TENANT SIGNAGE- WELCOME DOORVINYL. CUSTOM CUT VINYL GRAPHICS,ATTACHED TO FIRST SURFACE OFEXTERIOR GLASS AT ENTRY DOORS.WHITE/BLUE GRAPHICS WITH CLEARBACKGROUND ON GLASS (BLACK INGRAPHIC INDICATES GLASS).AS-1736” X 24”TENANT SIGNAGE-TRUCKS/VISITOR USHER. USE ATENTRANCE INTERSECTION TODIRECT TRAFFIC. POST (X2) ANDPANEL MOUNT.BLACK TEXT(TENANT EMBER) ON WHITEBACKGROUND. MODIFY ARROWSPER LOCATION.RED TEXT ANDGRAPHIC ON WHITEBACKGROUND12" X 18"TENANT SIGNAGE-MOTORCYCLE PARKING.PROVIDE MINIMUM 8MOTORCYCLE PARKINGSPACES. POST AND PANELMOUNT. ONE SIGN FORMOTORCYCLE PARKINGAREA. BLACK TEXT (TENANTEMBER) ON WHITEBACKGROUND.12" X 18"TENANT SIGNAGE-NON-SMOKING AREA.LOCATE OUTSIDEBUILDING ENTRANCESAT NON-COVEREDPICNIC TABLES.MOUNTED ON BUILDING.BLACK TEXT (TENANTEMBER) ON WHITEBACKGROUND.AS-9824" X 36"TENANT SIGNAGE-NO TRUCK ENTRYPOST AND PANELMOUNT. BLACK TEXT(TENANT EMBER) ONWHITE BACKGROUND.BLACK TEXT ONWHITE BACKGROUNDNOTE: UTILIZE THEADDRESS AS SHOWNON DRAWINGTITLEBLOCK FORSIGN PROCUREMENTS-9(L) / S-9(R)OPPOSITE ARROWAS-548" X 60"TENANT SIGNAGE- YARD RULESNOTE 7: SHALL BE OMITTED IF NOGUARD SHACK IS PROVIDED ON SITE.POST (X2) AND PANEL MOUNT.BLACK TEXT (TENANT EMBER) ONWHITE BACKGROUND.1SCALE:NOT TO SCALESITE SIGNAGE MOUNTING DETAILSSHIM ASREQUIRED FORPLUMBINSTALLATIONSIGN ASSCHEDULEDLIGHT POLESIGN ASSCHEDULEDGALV. STEELCHANNELPOST, PRIMEAND PAINTBLACKGALV. STEELCHANNELPOST, PRIMEAND PAINTBLACKSPRINGLOADED BASE6" DIA. STEELPIPE, FILL WITHCONCRETE,PRIME ANDPAINT 'SAFETYYELLOW'NOTE: USE AT ALLHANDICAPPED PARKINGSPACES UNLESS LOCALORDINANCES REQUIREOTHERWISE18" DIA.CONC.BASE(3,000 PSI)#4 BAR -14" LONGEACH WAYTHRU PIPE.SINGLE POST MOUNTINGFOR SIGNS LESS THAN OR EQUAL TO 30 INCHES WIDESIGN POST MOUNTED AT PAVED AREASFRONT/REAR ELEVATIONPROVIDE 1 1/2" STEELANGLE CROSS BRACESGALV. STEEL CHANNELPOST, PRIME ANDPAINT BLACKFRONTBACKPOST AND PANEL SIGNSMOUNTING U-1e, U-1c, U-2, LIGHT POLE SIGNSSPECIFICATIONSTHE BELOW REPRESENTS THE MINIMUM STANDARDS FOR THIS PROJECT. MATERIALS SHALL BE PROVIDEDAND INSTALLED IN ACCORDANCE WITH THE MORE STRICT REQUIREMENTS OF THOSE SET FORTH BELOW ANDLOCAL DOT REGULATIONS.DESCRIPTION1. POST AND PANEL SIGNS WITH STANDARD SIZED “MUTCD” AND CUSTOM SIGN FACES.2. MATERIALS AND CONSTRUCTIONa.SIGNS TO CONSIST OF ALUMINUM SIGN PANEL ON 2” SQUARE STEEL POST.b.PANEL TO CONFORM TO “MUTCD” SPECIFICATIONS. SOLID ALUMINUM PANEL, 0.080” THICK FOR SINGLEPOST MOUNTING. SOLID ALUMINUM PANEL, 0.125” THICK FOR DOUBLE POST MOUNTING. COMPOSITEMATERIALS ARE NOT ACCEPTABLE.c.POSTS ARE TO BE 2” SQUARE GALVANIZED STEEL, 12 GA. 7/16” PERFORATION ON 1” CENTERS. FOURSIDES TO BE APPROXIMATELY 12’ LONG.d.SUPPORTS ARE TO BE SUFFICIENT FOR SECURE MOUNTING OF SIGN.e.ALL HARDWARE SHALL BE STAINLESS STEEL. IF ADDITIONAL THICKNESS OF MATERIAL OR ADDITIONALINTERNAL BRACING IS REQUIRED FOR SECURE INSTALLATION OR TO PROVIDE STABILITY, ALTERATIONSSHALL BE REFLECTED IN SHOP DRAWINGS. WIND LOADING AND DURABILITY SHALL BE TAKEN INTOACCOUNT IN THE ENGINEERING OF THE SIGN.f.GRAPHICS AND TYPOGRAPHY SIGN GRAPHICS ARE TO BE HEAVY DUTY ‘3M’ REFLECTIVE VINYL.g.CUSTOM GRAPHICS AND TYPOGRAPHY SIGNS ARE AVAILABLE FROM THE OWNER AS ELECTRONIC FILESh.COLORS ARE INDICATED ON THE DESIGN INTENT DRAWINGS. ADDITIONAL COLOR AND FINISHSPECIFICATIONS ARE FOUND IN THE GENERAL SPECIFICATIONS.3. ALL SIGNS INDICATED “DOT” SHALL CONFORM TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES FROM THE FEDERAL HIGHWAY ADMINISTRATION.8"3'-6"7'-0"4'-4"7'-0"3'-6"5'-0"2'-0"8'-0"20'-0"A.G.12'-0"A.G.SIDE ELEVATIONFASTEN TO LIGHT POLE ORCHANNEL POST, WITH 3/8" S/SHEX HEAD BOLT, LOCKWASHERON FACE OF SIGN, LOCTITE ONTHREADS, DRILL AND TAP TOSTEEL POLE. (TWO FASTENERSPER SIGN)BREAKAWAYMOUNTMIN.EMBEDMENT2-FTU-1eU-1cU-2SIGN ATTACHMENT DETAILALL HARDWARE SHALL BESTAINLESS STEELDOUBLE POST MOUNTINGFOR SIGNS GREATER THAN 30 INCHES WIDESIGN AT SITE LIGHT POLEINSTALLATION1.LOCATIONS ARE GENERALLY NOTED ON THE ATTACHED LOCATION THE CONTRACTOR ISRESPONSIBLE FOR FIELD VERIFYING ALL INSTALLATION CONDITIONS PRIOR TO FABRICATION.2.SINGLE POST MOUNTING SHALL BE USED FOR SIGNS WITH A WIDTH OF 30 INCHES OR LESS.MOUNTING U-1e SHALL BE USED FOR SIGNS IN COMPACTED EARTH/GRAVEL OR SIDEWALK.MOUNTING U-1c SHALL BE USED FOR SIGNS IN CONCRETE OR ASPHALT PAVING.a. TYPICAL SIGN PANEL INSTALLS BOTTOM OF SIGN AT 7’-0” ABOVE FINISHED GRADE. THE POSTEXTENDS TO WITHIN 2” OF THE TOP OF THE SIGN PANEL. INSTALLATION SHALL BE PLUMB, LEVEL,AND STRAIGHT.b. MOUNTING U-1e PROVIDES A 36” MOUNTING TUBE (2 1/4” SQUARE STEEL POST EMBEDDED INCONCRETE WITH 1” TO 2” ABOVE GRADE). THE SIGN POST SHALL BE INSERTED 6-8 INCHES INTOTHE MOUNTING TUBE AND ATTACHED WITH STAINLESS STEEL ANGLE BOLT AND NUT. DOUBLEPOST MOUNTING TO BE USED FOR SIGNS WITH A WIDTH OF GREATER THAN 30 INCHES.MOUNTING U-2 PROVIDES TWO POLE SUPPORT SIMILAR TO THE MOUNTING U-1e. ADDITIONALLY,U-2 REQUIRES CROSS BRACING OF STRUCTURAL ANGLE ON THE BACK OF THE SIGN FACE. ALLEXTERIOR SIGNAGE SHALL BE MOUNTED WITH A LOCK WASHER/NUT ASSEMBLY. SEE SIGNATTACHMENT DETAIL. TOP OF U-2 MOUNTED SIGN SHALL BE AT 8’-0” ABOVE FINISHEDINSTALLATION SHALL BE PLUMB, LEVEL, AND STRAIGHT. MOUNTING U-2 PROVIDES A 36”MOUNTING TUBE (2 1/4” SQUARE STEEL POST EMBEDDED IN CONCRETE WITH 1” TO 2” ABOVEGRADE). THE SIGN POST SHALL BE INSERTED 6-8 INCHES INTO THE MOUNTING TUBE ANDATTACHED WITH A STAINLESS STEEL ANGLE BOLT AND NUT. MOUNTING U-2 IN CONCRETE ORASPHALT PAVING IS DISCOURAGED.4.THE INSTALLATION METHODS AND DETAILS FOR EACH LOCATION SHALL BE ILLUSTRATED IN THESUBMITTED SHOP DRAWINGS. FINAL LOCATION WILL BE APPROVED ON THE SITE BY THE TENANTOR HIS REPRESENTATIVE.5.SIGN POSTS INSTALLED IN COMPACTED EARTH OR SIDEWALK SHALL BE 18” MIN. FROM FACE OFCURB.SIGNAGE &GRAPHICSDETAILSAS3.1Drawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300
1/PP12/PP23/PP34/PP45/PP5GRAPHICS / PAVEMENT PAINTWHITEREDBLUEGREEN(PANTONE 485C)(PANTONE 294)(PANTONE 342)(PANTONE 116)NOTE: TWO COAT APPLICATION REQUIREDFOR ALL PAVEMENT GRAPHICS.YELLOW1S-1SCALE:1/8" = 1'-0"1PAVEMENT GRAPHICS DETAILS"STOP"SIGN, POSTMOUNTEDWIDTH OF LANE X 1'-0" WHITE STOPBAR. USE AT ALL STOP SIGN (S-1)LOCATIONS. WHITETHERMAL-APPLIED PAVEMENTSTRIPE.PG-1FULL WIDTH OF LANE1'-0"12' - 0" X 1' - 0"PAVEMENT GRAPHICS - SMALL SPEED BUMP. USE TOCONTROL SPEED AT INTERIOR DRIVE AISLES. THERMALAPPLIED REFLECTIVE YELLOW ARROWS.PG-16SCALE:1/4" = 1'-0"2PAVEMENT GRAPHICS DETAILSSEE PLAN125VAN8'-0" X 10'-0"PAVEMENT GRAPHICS-STRAIGHT ARROW. USE TODIRECT TRAFFIC ATONE-WAY DRIVE AISLES.WHITE GRAPHIC. (BLACKINDICATES ASPHALT)PG-5PG-6L (PG-6R OPP.)PG-7L (PG-7R OPP.)PG-8PG-98'-0" X 8'-0"PAVEMENT GRAPHICS - LEFTTURN ARROW. USE TOINDICATE TURNING LANES.WHITE GRAPHIC. (BLACKINDICATES ASPHALT)8'-0" X 12'-0"PAVEMENT GRAPHICS - STRAIGHTOR RIGHT TURN ARROW. USE TOINDICATE TURNING LANES. WHITEGRAPHIC (BLACK INDICATESASPHALT)10'-0" X 8'-0"PAVEMENT GRAPHICS - LEFT OR RIGHTTURN ARROW. USE TO INDICATETURNING LANES. WHITE GRAPHIC(BLACK INDICATES ASPHALT)10'-0" X 12'-0"PAVEMENT GRAPHICS - LEFT, STRAIGHT ORRIGHT TURN ARROW. USE TO INDICATETURNING LANES. WHITE GRAPHIC (BLACKINDICATES ASPHALT)PG-104" STRIPING OUTLINE AND FILL AT 45 DEGREES.PAVEMENT GRAPHICS - TRAFFIC ISLAND. USE TOPROHIBIT VEHICLE TRAVEL AND PARKING. YELLOWAT NO TRAFFIC, BLUE AT ACCESSIBLE PARKINGSPACES, WHITE AT VENDOR PARKING (BLACKINDICATES ASPHALT). INCLUDE AT EMERGENCYEXITS INTO THE PARKING LOT AT ALL PARKINGSPACES THAT IMPEDE DIRECT ACCESS TO THETHOROUGHFARE.PG-11PG-12PG-14PG-17PG-18WHITE 12" STRIPINGOUTLINE AND HATCH FILLAT 36" O.C. PAVEMENTGRAPHICS - PEDESTRIANCROSSWALK. USE TOINDICATE PEDESTRIANCROSSING. SEE PLAN FORWIDTH OF CROSSWALK(BLACK INDICATESASPHALT)YELLOW 12" STRIPING OUTLINE AND HATCHFILL AT 36" O.C. PAVEMENT GRAPHICS -DRIVER ENTRANCE. USE TO DIRECT DRIVERENTRANCE IN DOCK FIELD. POSITION INTRUCK COURT TO CORRESPOND WITH THELOCATION OF THE TRUCKERS LOUNGE ANDTRUCKERS ENTRY POINTS. YELLOW STRIPES,SEE PLAN FOR WIDTH OF CROSSWALK(BLACK INDICATES ASPHALT)WHITE 5'-0" X 3'-6" (24" TALLLETTERING) PAVEMENT GRAPHICS -TRAILER SPACE NUMBERING. USETO LABEL TRAILER SPACES. TYPICALALL TRUCK DOCK SPACES. WHITEGRAPHICS (BLACK INDICATESASPHALT). SEE PLANS FOR DOCKDOOR NUMBERS. COORDINATENUMBERS WITH TENANT OF TRAILERPARKING.4'-0" X 4'-0"PAVEMENT GRAPHICS-STANDARD ACCESSIBLEPARKING SPACE. USE AT ALLACCESSIBLE PARKING SPACES.GRAPHICS; WHITE SYMBOL WITHBLUE BACKGROUND (BLACKINDICATES ASPHALT).4'-0" X 5'-5 1/2" PAVEMENTGRAPHICS -VAN ACCESSIBLEPARKING SPACE. USE AT ALLVAN ACCESSIBLE PARKINGSPACES. GRAPHICS; WHITESYMBOL WITH BLUEBACKGROUND, AND WHITE TEXT(BLACK INDICATES ASPHALT).4" WIDE X 60'-0" LONG PAINTED STRIPE(WHITE), ALIGN WITH DRIVER'S SIDE EDGEOF DOCK DOOR AND LOUVER OPENING.TYPICAL EACH ACTIVE DOCK AND LOUVERPOSITION.SEE BUILDING PLAN FOR DOCK DOORNUMBERS. COORDINATE NUMBERS WITHTENANT OF TRAILER PARKING."ADA" BLUEBACKGROUND WITHWHITE SYMBOL"ADA" BLUEBACKGROUND WITHWHITE SYMBOL12" STRIPINGATCROSSWALK(YELLOW)12" STRIPINGATCROSSWALK(WHITE)4" STRIPING ATACCESSIBLEPARKING(BLUE)43 1
2"71
2"51"12"12"12"30"30"24"3"27"12"21"24"18"
33"30"21"R30"12"27"3"24"33"30"18"8"42"12"6"6"12"42"30"30"
21"24"18"R30"4"48" O.C.SEE PLAN36" O.C.12" O.C.SEE PLAN3'-0" O.C.13'-6"(VARIES - SEE SITE PLAN)3'-6"
9"2'-0"9"5'-0"2'-6"4'-0"4'-0"4'-0"1'-0"5"4'-0"
R3
0
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R30"
30"30"24"3"27"12"27"3"24"21"24"18"24"3"27"12"27"3"24"21"24"18"18"8"42"
30"30"42"12"6"6"12"42"SIGNAGE &GRAPHICSDETAILSAS3.2Drawing No.DateNo.Revisions/Submissions
PERMIT SET 02.23.2023
758439-011905 RAYMOND AVENUE SW
RENTON, WA 98057
SWA2 - RENTON, WADateCheckedDrawing TitleDrawnScaleProject No.02.23.2023AS NOTEDAKELMBRADY HARDING,ARCHITECTARCHITECT OF RECORDPHONE: (937) 435-8584MIAMISBURG, OH 453423601 RIGBY ROAD - SUITE 300