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Home My WebLink AboutP_Civil Const Permit Plans_260415_v4DETAIL REFERENCE BUILDING SECTION WALL SECTION INTERIOR ELEVATIONS ROOM IDENTIFICATION WINDOW/RELITE TAG DOOR TAG KEYNOTE TAG ROOF/FLOOR TAG CEILING TAG DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER ROOM NUMBER WINDOW TYPE REFERENCE DOOR TYPE REFERENCE KEYNOTE REFERENCE CEILING HEIGHT GRID LINE REFERENCE 1 A#.# SIM 1 A#.# SIM SIM A101 1 ROOM NAME 101 A ### 10'-10" 0 A7.1 1 1 11 101A A GRID NUMBER ROOM SIGNAGE TAG NORTH ARROW CASEWORK TAG WALL ASSEMBLY TAG SIGN TYPE ASSOCIATED DOOR MARK R1 ROOF/FLOOR ASSEMBLY TYPE REFERENCE ______________ ___ _ _ _ _ 11A8 1 B.01.A WALL ASSEMBLY INFORMATION REFER TO A5.1 & A9.1 N10.01 CASEWORK TYPE REFERENCE REFER TO A9.4 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 12" = 1'-0" Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G T1.1 COVER SHEET 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL FIRE STATION 16 AND MAINTENANCE BLDG RENTON REGIONAL FIRE AUTHORITY RENTON, WA GENERAL PROJECT NOTES 1. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND EACH SUBCONTRACTOR TO REVIEW, UNDERSTAND AND COORDINATE WORK WITH APPLICABLE CODES, ORDINANCES, REGULATIONS, AND ALL CONTRACT DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ENGINEER OR ARCHITECT. 3. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION AND THE ENGINEER FOR ALL UTILITY INTERRUPTIONS IN ADVANCE OF NEEDED DATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIRED NOTIFICATION TIMES WITH EACH GOVERNING JURISDICTION AND/OR UTILITY. 4. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, OWNER SUPPLIED EQUIPMENT, AND OTHER EQUIPMENT, AS WELL AS SHOP DRAWINGS AS REVIEWED BY ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH WORK. 5. CONTRACTOR SHALL VERIFY/ADJUST SIZES AND LOCATIONS OF ALL EQUIPMENT PADS AND BASES, POWER, WATER AND DRAIN INSTALLATION BEFORE PROCEEDING WITH THE WORK. THIS SHALL OCCUR WITH NO ADDITIONAL COST TO OWNER. 6. PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES AND MILLWORK AS REQUIRED BY APPLICABLE MANUFACTURER RECOMMENDATIONS, AND AS INDICATED BY ARCHITECT DURING SUBMITTAL PROCESS. 7. ALL PENETRATIONS OF FIRE RESISTIVE WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM. 8. CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO FINAL PLACEMENT OF LIGHT FIXTURES AND DIFFUSERS IN ALL CEILINGS AND WALLS. COORDINATE WITH ELECTRICAL PRIOR TO ACOUSTICAL CEILING GRID INSTALLATION. 9. ALL DIMENSIONS ARE FROM FACE OF CONCRETE MASONRY UNIT, BLOCK, STUD OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 10. ALL EXTERIOR WALL & ROOF OPENINGS, FLASHING, COUNTER-FLASHING, EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF AND WATERTIGHT. 11. EACH INSTALLER SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 12. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS AS SHOWN AND ACTUAL FIELD MEASUREMENT. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 13. RECYCLING-CONTRACTOR IS ENCOURAGED TO RECYCLE ALL MATERIALS POSSIBLE AND TO USE RECYCLED MATERIALS WHERE SUITABLE. CONTRACTOR SHOULD NOTIFY ARCHITECT OF POTENTIAL RECYCLED MATERIALS WHICH MAY BE APPROPRIATE FOR SUBSTITUTION. REFER TO THE 'DIRECTORY OF RECYCLED CONTENT BUILDING AND CONSTRUCTION PRODUCTS', CLEAN WASHINGTON CENTER, (206) 464-7040. 14. THIS PROJECT HAS UNIT COSTS, SEE SPECIFICATIONS. 15. THIS PROJECT HAS BIDDER DESIGNED AND INSTALLED FEATURES AS NOTED BELOW, TO BE SUBMITTED AS A DEFERRED SUBMITTAL BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL REQUIRED PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR INCLUDING ALL PREPARATION AND PERMIT REVIEW TIME IN THE PROJECT SCHEDULE. THE CONTRACTOR SHALL HIRE ENGINEERS FOR DELEGATED DESIGN AND PROVIDE REQUIRED STAMPED (BY WA STATE LICENSED ENGINEERS) DRAWINGS AND CALCULATIONS. BIDDER DESIGNED & INSTALLED ITEMS INCLUDE: • AUTO. SPRINKLER SYSTEM PER NFPA 13, IBC SECTION 903.3.1.1 • FIRE ALARM SYSTEM PER SPECIFICATIONS AND REQUIREMENTS • METAL SHELVING SEISMIC ATTACHMENT. • STEEL STAIRS AND RAILINGS PER SPECIFICATIONS AND REQUIREMENTS • PHOTOVOLTAIC SYSTEMS • SOILS IMPROVEMENTS DESIGN AND SYSTEMS • FALL PROTECTION SYSTEMS • ALL DEFERRED SUBMITTALS AS LISTED ON DRAWINGS AND SPECIFICATIONS 16. SYSTEMS COMMISSIONING - • IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE MARK IS READILY OBSERVABLE DURING INSPECTION. • ALL HVAC CONTROL SYSTEMS AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERGY CONSUMPTION PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY WAC.51-11-1416 SHALL REQUIRE SYSTEMS COMMISSIONING. PRELIMINARY AND FINAL REPORTS SHALL BE IN ACCORDANCE WITH SECTION 1416.4.2.2 • CLOSEOUT DOCUMENTATION SHALL INCLUDE APPLICABLE WSEC ENVELOPE COMPLIANCE FORMS AND CALCULATIONS, AND FENESTRATION NFRC RATING CERTIFICATES 17. PROVIDE FIRE BLOCKING PER 2021 IBC SECTION 718 18. PROVIDE A 2021 WASHINGTON STATE ENERGY CODE (WSEC) COMPLIANT AIR BARRIER INCLUDING BLOWER DOOR TESTING, INSPECTIONS, SEALING AND REPORTS. 19. REFER TO SPECIFICATION SECTION 00 7700 FOR CLOSEOUT PROCEDURES COMPLIANT WITH WSEC C103.6 ABBREVIATIONS & AND ∠ANGLE @ AT ℄CENTERLINE ∅DIAMETER # POUND OR NUMBER A.B. ANCHOR BOLT ACOUST. ACOUSTICAL A.D. AREA DRAIN A.C. ASPHALT CONCRETE ADJ. ADJACENT ADJUST. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGGR. AGGREGATE AHJ AUTHORITY HAVING JURISDICTION A.I.B. AIR INFILTRATION BARRIER AL / ALUM. ALUMINUM APC ACOUSTICAL PANEL CEILING APPROX. APPROXIMATE ARCH. ARCHITECTURAL OR ARCHITECT ASB. ASBESTOS ASPH. ASPHALT BD. BOARD BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BLW BELOW BM. BEAM BMK. BENCHMARK BOT. BOTTOM BTWN. BETWEEN CAB. CABINET C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.F.M. CUBIC FEET/MIN. C.G. CORNER GUARD CH. CHALK C.I. CAST IRON C.I.P. CAST IN PLACE C.J. CONSTRUCTION/CONTROL JOINT C.L. CENTERLINE CLG. CEILING H.B. HOSE BIBB H.C. HOLLOW CORE HD HEAD HDR. HEADER HDWD. HARDWOOD H HDWR. HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. COHOUR H.R. HANDRAIL HSS HOLLOW STRUCTURAL SECTION HT. HEIGHT I.B.C. INTERNATIONAL BUILDING CODE I.D. INSIDE DIAMETER (DIM.) IN. INCH INCL. INCLUDE(D) INSUL. INSULATION INT. INTERIOR JAN. JANITOR JST. JOIST JT. JOINT KIT. KITCHEN LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LDRY. LAUNDRY LKR. LOCKER L.S. / LSCP LANDSCAPING LT. LIGHT MAX. MAXIMUM M.C. MEDICINE CABINET MECH. MECHANICAL MEMB. MEMBRANE MFR. MANUFACTURE(R) MH. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED METAL MTL. / MET. METAL MTR'L. MATERIAL MUL. MULLION REFR. REFRIGERATOR REINF. REINFORCED REQ'D REQUIRED RESIL. RESILIENT RESIST. RESISTANT RM. ROOM R.O. ROUGH OPENING R. & S. ROD & SHELF RGSTR. REGISTER RSP RIGID SHEET PANEL WD. REDWOOD R.W.L. RAIN WATER LEADER S. SOUTH SBC SEATTLE BUILDING CODE S.C. SOLID CORE SCD SEAT COVER DISPENSER SCHED. SCHEDULE S.D. SOAP DISPENSER S.DET. / SD SMOKE DETECTOR SECT. SECTION SF SQUARE FOOT S.G. SAFETY GLASS SH. SHELF SHT. SHEET SHTHG/ SHT'G SHEATHING SHWR. SHOWER SIM. SIMILAR SND. SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE S.M. SHEET METAL S.O.G. SLAB ON GRADE SPEC. SPECIFICATION SQ. SQUARE S.S. STAINLESS STEEL S.SK. SERVICE SINK STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STR'L, STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T.B.S. TO BE SELECTED T.C. TOP OF CURB TEL. TELEPHONE TEMP TEMPORARY TER. TERRAZZO T&G TONGUE & GROOVE THK. THICK T.O. TOP OF T.P. TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TRD. OR T TREAD T.V. TELEVISION T.O.W. TOP OF WALL TYP. TYPICAL UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NOTED UR. URINAL VAC. VACUUM V.B. VAPOR BARRIER VCR VINYL CARPET REDUCER VERT. VERTICAL VEST. VESTIBULE V.T.O. VENT TO OUTSIDE W. WEST W/ WITH W.A.B. WEATHER AIR BARRIER (SAME AS WRB) W.R.B. WEATHER/WATER RESISTIVE BARRIER W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.M. WATER METER W/O WITHOUT WP. WATERPROOF W.R. WATER RESISTANT, WATER-RESISTIVE WSCT. WAINSCOT WT. WEIGHT CLKG. CAULKING CLR. CLEAR CMU. CONCRETE MASONRY UNIT CNTR. COUNTER C.O. CASED OPENING OR CLEANOUT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CPT. CARPET CRB CRUSHED ROCK BASE CTR. CENTER CTSK. COUNTERSUNK D.B. DOORBELL DBL. DOUBLE DEPT. DEPARTMENT DEMO. DEMOLISH, DEMOLITION D.F. DRINKING FOUNTAIN DET./DTL. DETAIL DIA. DIAMETER DIM. DIMENSION DISP DISPENSER DN. DOWN D.O. DOOR OPENING DP DEEP DR. DOOR D.S. DOWNSPOUT D.S.P DRY STANDPIPE D.W. DISHWASHER DWG. DRAWING DWR. DRAWER E. EAST E.A. EXPOSED AGGREGATE EA. EACH E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR (OR ELEVATION) EMER. EMERGENCY ENCL. ENCLOSURE E.P. ELECTRICAL PANEL EQ. EQUAL N. NORTH N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL O.H. OVERHEAD OBS. OBSCURE O.C. ON CENTER OUTSIDE O.D. DIAMETER (DIM.) O.D. OF. OVERFLOW O.F. OFCI OWNER FURNISH/ CONTRACTOR INSTALL OFF. OFFICE OPNG. OPENING OPP. OPPOSITE O/ OVER PERP. PERPENDICULAR PL. PLATE P-LAM, P. LAM. PLASTIC LAMINATE PALST. PLASTER PLYWD. PLYWOOD PNL. PANEL P.P. POWER POLE PR. PAIR PRCST. PRECAST PSL PARALLEL STRAND LUMBER P.T. PRESSURE TREATED PT. POINT PTD PAINTER PTD PAPER TOWEL DISPENSER PTD/R COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN. PARTITION P.T.A. PAPER TOWEL RECEPTACLE PRE-FIN PRE-FINISHED Q.T. QUARRY TILE R. RISER RAD. RADIUS R.D. ROOF DRAIN RECP. RECEPTACLE RECEPT. RECEPTION REF. REFERENCE DRAWING SYMBOLS EQPT. / EQUIP. EQUIPMENT E.W.C. ELECTRICAL WATER COOLER EX. / EXIST. EXISTING EXPO. EXPOSED EXP. EXPANSION EXT. EXTERIOR F.A. FIRE ALARM F.B. FLAT BAR FCB FIBER COMPOSITE BOARD F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F. FINISH FLOOR FG FIBER GLASS F.H. FIRE HYDRANT F.H.C. FIRE HOSE CABINET FIN. FINISH FL., FLR FLOOR FLASH. FLASHING FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUDS F.P. FIREPLACE FPRF. FIREPROOF FRP FIBERGLASS REINFORCED PANEL F.S. FULL SIZE FT. FOOT OR FEET FTG. FOOTING FURR. FURRING FUT. FUTURE F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZED . GB. GRAB BAR G.F.I. GROUND FAULT INTERRUPTER GL. GLASS GLAM GLULAM GND. GROUND GR. GRADE G.S. GALVANIZED STEEL GWB GYPSUM WALL BOARD GYP. GYPSUM PROJECT INFORMATION PERMIT NUMBER:#PRE22-000062 SITE ADDRESS:FIRE STATION: 15821 SE 128TH ST 98059 MAINT. BLDG: 12930 158TH AVE SE 98059 ZONING:R4 LOT AREA: SITE NORTH:66,425 SF SITE SOUTH:81,643 SF ALLEY AREA:3,647 SF TOTAL LOT AREA:151,721 SF (3.4 ACRE) ALLOWABLE BUILDING AREA: 35% OR 53,100 SF (FOR COMBINED LOT) BUILDING AREA:FIRE STATION MAINT. BUILDING BUILDING FOOTPRINT:13,024 SF 9,886 SF CANOPIES:1,136 SF 0 SF FUTURE ADDITION:0 SF 1,362 SF SUBTOTAL AREA:14,160 SF 11,248 SF TOTAL AREA:25,408 SF OR 16.7% ALLOWABLE IMPERVIOUS AREA: 50% OR 75,861 SF (FOR COMBINED LOT) ACTUAL IMPERVIOUS AREA: BUILDING AREA:24,046 SF PAVEMENT:48,285 SF FUTURE PAVEMENT:1,072 SF TOTAL AREA:74,765 SF OR 49.3% PROJECT DESCRIPTION: NEW FIRE STATION AND DEPARTMENTAL MAINTENANCE FACILITIES NOTES: 1. REFER TO STRUCTURAL SHEET FS-S1.1, MB-S1.1 AND PEMB DRAWING C1 FOR SEISMIC DESIGN CATEGORY AND DESIGN LOADS 2. REFER TO SHEET FS-T1.2 AND MB-T1.2 FOR CONSTRUCTION TYPES, OCCUPANCY GROUPS AND OCCUPANCY LOADS 3. REFER TO SHEETS FS-T1.3 AND MB-T1.3 FOR WSEC REQUIREMENTS PARCEL NUMBER AND LEGAL DESCRIPTION: • PARCEL A: (366450-0007) THE EAST 57 FEET OF THE WEST 291 FEET OF LOT 1, BLOCK 1, JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON. • PARCEL B: (366450-0008) THE EAST 171 FEET OF THE WEST 234 FEET OF LOT 1, BLOCK 1 AND LOTS 7, 8 AND 9, BLOCK 4, ALL IN JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 12 FEET OF SAID LOTS 7, 8 AND 9 CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5726494. • PARCEL C: (366450-0009) THE SOUTH 133 FEET OF THE WEST 63 FEET OF LOT 1, BLOCK 1, JANETT'S RENTON BOULEVARD TRACTS,ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. • PARCEL D: (366450-0330) LOT 6, BLOCK 4, IN JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; ALL SITUATE IN THE NW QUARTER OF THE NE QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON. VICINITY MAP PROJECT TEAM OWNER: RENTON REGIONAL FIRE AUTHORITY 18002 108TH AVE SE RENTON, WA 98055 PHONE: 425.276.9503 CONTACT: DANIEL ALEXANDER ARCHITECT: TCA ARCHITECTURE PLANNING 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WASHINGTON 98115 PHONE: 206.522.3830 CONTACT: MICHELLE LANGREHR CIVIL ENGINEER LPD ENGINEERS 1932 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 PHONE: 206.725.1211 CONTACT: MARC J. SERVIZI LANDSCAPE ARCHITECT AHBL 1200 6TH AVE, STE 1620 SEATTLE, WA 98101 PHONE: 253.383.2422 CONTACT: MEREDITH SESSIONS STRUCTURAL ENGINEER COUGHLIN PORTER LUNDEEN 1191 SECOND AVENUE, SUITE 1100 SEATTLE, WA 98101 PHONE: 206.343.0460 CONTACT: MIKE ARMSTRONG PEMB DESIGNER BAHNMILLER CONSTRUCTION 2811 ROCKEFELLER AVE EVERETT, WA 98201 PHONE: 949.244.8086 CONTACT: BRETT BONNER MECHANICAL ENGINEER SIDER + BYERS ASSOCIATES, INC. 192 NICKERSON ST STE 300 SEATTLE, WA 98109 PHONE: 206.285.2966 CONTACT: JON SHAFER, P.E. ELECTRICAL ENGINEER TFWB ELECTRICAL ENGINEERING 1200 WESTLAKE AVE N, STE 509 SEATTLE, WA 98109 PHONE: 206.285.7228 CONTACT: KEVIN WARTELLE GEOTECHNICAL ENGINEER GEOENGINEERS 17425 NE UNION HILL ROAD, SUITE 250 EDMONDS, WA 98020 PHONE: 425.861.6000 CONTACT: DEBRA OVERBAY SURVEY: AHBL 2215 NORTH 3OTH STREET, SUITE 300 TACOMA, WA 98403-3350 PHONE: 253.383.3350 CONTACT: DAVID C. FOLLANSBEE, PLS ARBORIST: OSG ONEIL (ATLAS ONE) 17619 NE 67TH CT, SUITE 100 REDMOND, WA 98052 PHONE: 425.429.7800 CONTACT: SHANNON INGEBRIGHT BUILDING ENVELOPE: OAC SERVICES 2200 1ST AVE S SUITE 200 SEATTLE, WA 98134 PHONE: 206.276.0832 CONTACT: KERRY MAY SIGNAGE DESIGNER: VERTICAL VISUAL SOLUTIONS 7036 220TH STREE SE MOUNTLAKE TERRACE, WA 98043 PHONE: 425.361.1562 CONTACT: ANGELA LEVENDA 1 No. Description Date: 1 City Review Comments 7/3/25 R-34541 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 01 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G T1.2 PERMIT SHEET INDEX 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL FIRE STATION 16 AND MAINTENANCE BLDG RENTON REGIONAL FIRE AUTHORITY RENTON, WA SHEET INDEX 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX 2. SURVEY 1 OF 4 TOPOGRAPHIC SURVEY 2 OF 4 TOPOGRAPHIC SURVEY 3 OF 4 TOPOGRAPHIC SURVEY 4 OF 4 TOPOGRAPHIC SURVEY 3. CIVIL C-100 COVER SHEET C-101 TESC & DEMOLITION PLAN C-102 TESC & DEMOLITION PLAN C-102A TESC & DEMOLITION PLAN ALT 1 C-103 TESC & DEMOLITION DETAILS C-104 TESC & DEMOLITION NOTES C-105 TESC & DEMOLITION NOTES C-201 GRADING PLAN C-202 GRADING PLAN C-202A GRADING PLAN ALT 1 C-203 DRAINAGE PLAN C-204 DRAINAGE PLAN C-204A DRAINAGE PLAN ALT 1 C-205 GRADING AND DRAINAGE DETAILS C-206 GRADING AND DRAINAGE DETAILS C-207 GRADING AND DRAINAGE DETAILS C-208 GRADING AND DRAINAGE DETAILS C-209 GRADING AND DRAINAGE DETAILS C-210 GRADING AND DRAINAGE DETAILS C-211 GRADING AND DRAINAGE DETAILS C-212 DRIVEWAY PROFILES C-213 DRAINAGE PROFILES C-214 DRAINAGE PROFILES C-215 DRAINAGE PROFILES C-215A DRAINAGE PROFILES ALT 1 C-216 RAMP DETAILS C-216A RAMP DETAILS ALT 1 C-401 PAVING AND UTILITY PLAN C-402 PAVING AND UTILITY PLAN C-402A PAVING AND UTILITY PLAN ALT 1 C-403 PAVING AND UTILITY DETAILS C-403A PAVING AND UTILITY DETAILS ALT 1 C-404 PAVING AND UTILITY DETAILS C-405 PAVING AND UTILITY DETAILS C-500 WATER COVER C-501 WATER PLAN C-502 WATER PLAN C-502A WATER PLAN ALT 1 C-503 WATER DETAILS C-504 WATER CONNECTION DETAILS C-600 OFFSITE SEWER KEY PLAN C-601 OFFSITE SEWER TESC & DEMOLITION PLAN C-602 OFFSITE SEWER AND ROAD RESTORATION PLAN C-603 OFFSITE SEWER AND ROAD RESTORATION PLAN C-604 OFFSITE SEWER AND ROAD RESTORATION PLAN C-605 SEWER PLAN C-605A SEWER PLAN ALT 1 C-606 SEWER PLAN C-607 SEWER PROFILES C-608 SEWER DETAILS C-609 SEWER DETAILS SITE SHEETS (C250011828)FIRE STATION SHEETS (B25001696)MAINTENANCE BUILDING SHEETS (B25002170) 4. STRUCTURAL - VAULT V1.1 GENERAL STRUCTURAL NOTES V1.2 GENERAL STRUCTURAL NOTES V2.1 DETENTION VAULT 1 FOUNDATION & LID PLANS V2.2 DETENTION VAULT 2 FOUNDATION & LID PLANS V3.1 TYPICAL VAULT DETAILS V3.2 TYPICAL VAULT DETAILS 5. LANDSCAPE L0.1.0 LANDSCAPE COVER L1.0.0 TREE RETENTION PLAN L1.0.1 TREE RETENTION PLAN L1.0.2 TREE INVENTORY L1.2.0 OVERALL PLANTING PLAN L1.3.0 LANDSCAPE PLAN L1.3.1 LANDSCAPE PLAN L1.3.2 ALT 1. LANDSCAPE SCHEDULE L1.3.3 PLANT SCHEDULE L1.4.0 IRRIGATION PLAN L1.4.1 IRRIGATION PLAN L1.4.2 ALT 1. IRRIGATION PLAN L1.4.3 ALT 1. IRRIGATION PLAN L1.4.4 IRRIGATION SCHEDULES L1.4.5 ALT. 1 IRRIGATION SCHEDULES L1.5.0 SOILS PLAN L1.5.1 SOILS PLAN L1.5.2 ALT. 1 SOILS PLAN L5.0.0 DETAILS L5.0.1 DETAILS L5.1.0 IRRIGATION DETAILS L5.1.1 IRRIGATION DETAILS 6. ARCHITECTURE - SITE A1.1 SITE PLAN A1.2 AREA, PARKING, LANDSCAPE AND BUILDING HEIGHT CALCULATIONS A1.3 TRASH ENCLOSURE ENLARGED PLANS AND ELEVATIONS A1.4 AUTOMATED GATE ENLARGED PLANS, ELEVATIONS AND DETAILS A1.5 ENTRY ENLARGED PLANS AND ELEVATIONS A1.6 RETAINING WALL PLANS AND ELEVATIONS A1.7 SITE DETAILS A1.8 SITE DETAILS 7. ELECTRICAL - SITE E1.1 SITE PLAN - OVERALL - ELECTRICAL E1.2 SITE PLAN STREET LIGHTING CALC E1.3 DETAILS - ELECTRICAL E1.4 DETAILS - ELECTRICAL E1.5 DETAILS - ELECTRICAL E1.6 SCHEDULES AND ONE LINE E1.7 LIGHTING FIXTURE CUTSHEETS 8. TRAFFIC CONTROL FB01 EMERGENCY VEHICLE WARNING SYSTEM PLAN FB02 EMERGENCY VEHICLE WARNING SYSTEM PLAN FB03 EMERGENCY VEHICLE WARNING DETAILS 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.3 INTERIOR SIGNAGE AND ADA CODE SHEET 9. TITLE - FIRE STATION FS-T1.1 FIRE STATION - SHEET INDEX AND COLOR RENDERINGS FS-T1.2 FIRE STATION - COLOR RENDERINGS FS-T1.3 FIRE STATION - CODE DATA AND CODE PLANS FS-T1.4 FIRE STATION - WSEC ENVELOPE 10. ARCHITECTURE - FIRE STATION FS-A2.2 FIRE STATION - ROOF PLAN FS-A3.1 FIRE STATION - EXTERIOR ELEVATIONS FS-A3.2 FIRE STATION - EXTERIOR ELEVATIONS FS-A3.3 FIRE STATION - EXTERIOR SIGNAGE FS-A4.1 FIRE STATION - BUILDING SECTIONS FS-A4.2 FIRE STATION - BUILDING SECTIONS FS-A4.3 FIRE STATION - WALL SECTIONS FS-A4.4 FIRE STATION - WALL SECTIONS FS-A5.1 FIRE STATION - EXTERIOR ASSEMBLIES FS-A5.2 FIRE STATION - OPENING FLASHING DETAILS FS-A5.3 FIRE STATION - TYP. FLASHING AND VAPOR BARRIER DETAILS FS-A5.4 FIRE STATION - EXT. FOUNDATION DETAILS FS-A5.5 FIRE STATION - EXT. ROOF DETAILS FS-A5.6 FIRE STATION - EXT. HOLLOW METAL DOORS, APP BAY DOORS DETAILS FS-A5.7 FIRE STATION - EXT. STOREFRONT DETAILS FS-A5.8 FIRE STATION - EXT. WINDOW AND LOUVER DETAILS FS-A5.9 FIRE STATION - EXT. AWNING AND SUNSHADE ENLARGED PLANS FS-A5.10 FIRE STATION - EXT. AWNING AND SUNSHADE DETAILS FS-A5.11 FIRE STATION - EXT. MISC DETAILS FS-A6.1 FIRE STATION - ENLARGED FLOOR PLANS FS-A6.2 FIRE STATION - VERTICAL CIRCULATION FS-A7.1 FIRE STATION - REFLECTED CEILING PLAN FS-A8.1 FIRE STATION - INTERIOR ELEVATIONS FS-A8.2 FIRE STATION - INTERIOR ELEVATIONS FS-A8.3 FIRE STATION - INTERIOR ELEVATIONS FS-A8.4 FIRE STATION - INTERIOR ELEVATIONS FS-A8.5 FIRE STATION - INTERIOR ELEVATIONS FS-A8.6 FIRE STATION - INTERIOR ELEVATIONS FS-A8.7 FIRE STATION - INTERIOR ELEVATIONS FS-A8.8 FIRE STATION - INTERIOR ELEVATIONS FS-A9.1 FIRE STATION - INTERIOR ASSEMBLIES AND RATED PENETRATION DETAILS FS-A9.2 FIRE STATION - INTERIOR CEILING DETAILS FS-A9.3 FIRE STATION - INTERIOR DETAILS FS-A9.4 FIRE STATION - INTERIOR DETAILS FS-A9.5 FIRE STATION - CASEWORK LEGEND AND CASEWORK SECTIONS FS-A9.6 FIRE STATION - CASEWORK DETAILS FS-A10.1 FIRE STATION - FINISH SCHEDULES FS-A10.2 FIRE STATION - DOOR SCHEDULE AND DOOR TYPES FS-A10.3 FIRE STATION - WINDOW SCHEDULE, WINDOW AND STOREFRONT TYPES FS-A10.4 FIRE STATION - TYP. INTERIOR DOOR DETAILS 11. STRUCTURAL - FIRE STATION FS-S1.1 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.2 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.3 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.4 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.5 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S2.1 FIRE STATION - FOUNDATION PLAN FS-S2.2 FIRE STATION - MEZZANINE & LOW ROOF FRAMING PLAN FS-S2.3 FIRE STATION - HIGH ROOF FRAMING PLAN FS-S3.1 FIRE STATION - TYPICAL CONCRETE DETAILS FS-S3.2 FIRE STATION - TYPICAL CONCRETE DETAILS FS-S3.3 FIRE STATION - FOUNDATION DETAILS FS-S3.4 FIRE STATION - BRACED FRAME FOUNDATION DETAILS FS-S3.10 FIRE STATION - RETAINING WALL PLANS FS-S3.11 FIRE STATION - RETAINING WALL DETAILS FS-S3.20 FIRE STATION - TRASH ENCLOSURE & ROOF PARTIAL PLANS FS-S3.21 FIRE STATION - TRASH ENCLOSURE DETAILS FS-S5.1 FIRE STATION - TYPICAL METAL DECK DETAILS FS-S5.2 FIRE STATION - TYPICAL STEEL DETAILS FS-S5.3 FIRE STATION - STEEL DETAILS FS-S5.4 FIRE STATION - TYPICAL ROOF STEEL JOISTS FS-S5.5 FIRE STATION - ROOF FRAMING DETAILS FS-S5.6 FIRE STATION - ROOF FRAMING DETAILS FS-S5.7 FIRE STATION - AWNING & CANOPY STEEL DETAILS FS-S5.8 FIRE STATION - MISC DETAILS FS-S6.1 FIRE STATION - BRACED FRAME ELEVATIONS FS-S6.2 FIRE STATION - BRACED FRAME DETAILS FS-S6.3 FIRE STATION - BRACED FRAME DETAILS FS-S6.4 FIRE STATION - BRACED FRAME DETAILS FS-S7.1 FIRE STATION - TYPICAL METAL STUD DETAILS 12. MECHANICAL - FIRE STATION FS-M0.1 COVERSHEET FS-M0.2 NOTES AND SCHEDULES FS-M0.3 FIRE STATION SCHEDULES FS-M0.4 FIRE STATION SCHEDULES FS-M0.5 FIRE STATION - SCHEDULES AND SEQUENCE OF OPERATIONS FS-M0.6 FIRE STATION - TSPR REPORT FS-M0.7 FIRE STATION - TSPR REPORT FS-M0.8 FIRE STATION - TSPR REPORT FS-M2.1 FIRE STATION LEVEL 1 FS-M2.2 FIRE STATION ROOF PLAN FS-M2.3 FIRE STATION CEILING PLAN FS-M2.4 FIRE STATION SECTIONS FS-M2.5 FIRE STATION SECTIONS FS-M3.0 FIRE STATION - DETAILS FS-M3.1 FIRE STATION - DETAILS FS-M3.2 FIRE STATION - DETAILS FS-M3.3 FIRE STATION - DETAILS FS-M3.4 FIRE STATION - DETAILS 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.3 INTERIOR SIGNAGE AND ADA CODE SHEET 16. TITLE - MAINTENANCE BUILDING MB-T1.1 ALT 1. MAINTENANCE BUILDING - SHEET INDEX AND COLOR RENDERINGS MB-T1.2 ALT 1. MAINTENANCE BUILDING - CODE DATA AND CODE PLANS MB-T1.3 ALT 1. MAINTENANCE BUILDING - WSEC ENVELOPE 17. ARCHITECTURE - MAINTENANCE BUILDING MB-A2.1 ALT 1. MAINTENANCE BUILDING - FLOOR PLAN MB-A2.2 ALT 1. MAINTENANCE BUILDING - MEZZANINE PLAN MB-A2.3 ALT 1. MAINTENANCE BUILDING - ROOF PLAN MB-A3.1 ALT 1. MAINTENANCE BUILDING - EXTERIOR ELEVATIONS MB-A3.2 ALT 1. MAINTENANCE BUILDING - EXTERIOR ELEVATIONS MB-A4.1 ALT 1. MAINTENANCE BUILDING - BUILDING SECTIONS MB-A4.3 ALT 1. MAINTENANCE BUILDING - WALL SECTIONS MB-A4.4 ALT 1. MAINTENANCE BUILDING - WALL SECTIONS MB-A5.1 ALT 1. MAINTENANCE BUILDING - EXTERIOR ASSEMBLIES MB-A5.2 ALT 1. MAINTENANCE BUILDING - TYPICAL FLASHING AND VAPOR CONTROL DETAILS MB-A5.3 ALT 1. MAINTENANCE BUILDING - EXT. ROOF AND FOUNDATION DETAILS MB-A5.4 ALT 1. MAINTENANCE BUILDING - HOLLOW METAL/ OVERHEAD/ WINDOW/ LOUVER DETAILS MB-A5.5 ALT 1. MAINTENANCE BUILDING - MISC. DETAILS MB-A7.1 ALT 1. MAINTENANCE BUILDING - REFLECTED CEILING PLANS MB-A8.1 ALT 1. MAINTENANCE BUILDING - INTERIOR ELEVATIONS MB-A8.2 ALT 1. MAINTENANCE BUILDING - INTERIOR ELEVATIONS MB-A8.3 ALT 1. MAINTENANCE BUILDING - INTERIOR ELEVATIONS MB-A8.4 ALT 1. MAINTENANCE BUILDING - INTERIOR ELEVATIONS MB-A8.5 ALT 1. MAINTENANCE BUILDING - INTERIOR ELEVATIONS MB-A9.1 ALT 1. MAINTENANCE BUILDING - INTERIOR ASSEMBLIES AND RATED PENETRATION DETAILS MB-A9.2 ALT 1. MAINTENANCE BUILDING - TYPICAL INTERIOR DETAILS MB-A9.3 ALT 1. MAINTENANCE BUILDING - INTERIOR DETAILS MB-A9.4 ALT 1. MAINTENANCE BUILDING - CASEWORK LEGEND AND CASEWORK SECTIONS MB-A10.1 ALT 1. MAINTENANCE BUILDING - FINISH SCHEDULES MB-A10.2 ALT 1. MAINTENANCE BUILDING - WINDOW AND DOOR SCHEDULE, WINDOW AND DOOR TYPES, AND TYPICAL INTERIOR DOOR DETAILS 18. STRUCTURAL - MAINTENANCE BUILDING MB-S1.1 ALT 1. MAINTENANCE BUILDING - GENERAL STRUCTURAL NOTES MB-S1.2 ALT 1. MAINTENANCE BUILDING - GENERAL STRUCTURAL NOTES MB-S1.3 ALT 1. MAINTENANCE BUILDING - GENERAL STRUCTURAL NOTES MB-S1.4 ALT 1. MAINTENANCE BUILDING - GENERAL STRUCTURAL NOTES MB-S2.1 ALT 1. MAINTENANCE BUILDING - FOUNDATION PLAN MB-S3.1 ALT 1. MAINTENANCE BUILDING - TYPICAL CONCRETE DETAILS MB-S3.2 ALT 1. MAINTENANCE BUILDING - FOUNDATION DETAILS MB-S3.3 ALT 1. MAINTENANCE BULDING - FOUNDATION DETAILS 19. PRE-ENGINEERED METAL BUILDING C1 COVER SHEET C2 BUILDING SHEET 1 C3 BUILDING SHEET 2 C4 PLANE IDENTICATION PLAN F1 ANCHOR ROD PLAN F2 BASE PLATE DETAILS F3 BASE PLATE DETAILS F4 BASE PLATE DETAILS E1 PRIMARY FRAMING SHAKEOUT PLAN E2 CROSS SECTION AT LINE J.1 E3 CROSS SECTION AT LINE G.1 E4 CROSS SECTION AT LINE E.1 E5 CROSS SECTION AT LINE D.1 E6 CROSS SECTION AT LINE C.1/ B.1 E7 CROSS SECTION AT LINE A.1 E8 PORTAL FRAME AT LINE 5.1 (F13) E9 PORTAL FRAME AT LINE 1.1 (F18) E10 PORTAL FRAME AT LINE 5.1 (F17) E10.1 PORTAL FRAME AT LINE 1.1 (F13) E10.5 CROSS SECTION AT LINE G.19 E11 MEZZANINE BEAM PLAN E11.1 MEZZANINE FRAMING DETAILS E11.2 ANGLE BRACING E12 CRANE BEAM PLAN E13 ROOF FRAMING PLAN E14 FRAMING ELEVATION - SIDEWALL AT LINE 5.1 E15 FRAMING ELEVATION - ENDWALL AT LINE J.1 E16 FRAMING ELEVATION - ENDWALL AT LINE A.1 E17 FRAMING ELEVATION - SIDEWALL AT LINE 1.1 E18 ROOF FRAMING PLAN OFFICE LEAN-TO E19 FRAMING ELEVATION - SIDEWALL AT LINE 6.1 E20 FRAMING ELEVATION - ENDWALL AT LINE F.1 E21 FRAMING ELEVATION - PARTITION WALL AT GRID G19 (BLDG 2) E22 FRAMING ELEVATION - PARTITION WALL AT GRID 5.15 (BLDG 2) D1 GENERAL DETAILS D2 GENERAL DETAILS D3 PRIMARY DETAILS D4 PRIMARY DETAILS D5 PRIMARY DETAILS D6 PRIMARY DETAILS D7 PRIMARY DETAILS D8 ROOF FRAMING DETAILS D9 ROOF FRAMING DETAILS D10 WALL FRAMING DETAILS D11 WALL FRAMING DETAILS D12 WALL FRAMING DETAILS D13 WALL FRAMING DETAILS S1 ROOF SHEATHING PLAN (BLDG 1) S2 ROOF SHEATHING PLAN (BLDG 2) SD1 ROOF SHEATHING DETAILS SD2 ROOF SHEATHING DETAILS SD3 ROOF SHEATHING DETAILS SD4 ROOF SHEATHING DETAILS SD5 ROOF SHEATHING DETAILS SD6 ROOF SHEATHING DETAILS SD7 ROOF SHEATHING DETAILS SD8 ROOF SHEATHING DETAILS SD9 WALL SHEATHING DETAILS 20. MECHANICAL - MAINTENANCE BUILDING MB-M0.1 ALT 1. MAINTENANCE BUILDING - COVER SHEET MB-M0.2 ALT 1. MAINTENANCE BUILDING - NOTES AND SCHEDULE MB-M0.3 ALT 1. MAINTENANCE BUILDING - SCHEDULES MB-M0.4 ALT 1. MAINTENANCE BUILDING - SCHEDULES MB-M0.5 ALT 1. MAINTENANCE BUILDING - TSPR REPORT MB-M0.6 ALT 1. MAINTENANCE BUILDING - TSPR REPORT MB-M0.7 ALT 1. MAINTENANCE BUILDING - TSPR REPORT MB-M2.1 ALT 1. MAINTENANCE BUILDING - FLOOR PLAN AND MEZZANINE PLAN MB-M2.2 ALT 1. MAINTENANCE BUILDING - ROOF PLAN MB-M2.3 ALT 1. MAINTENANCE BUILDING - CEILING PLAN MB-M2.4 ALT 1. MAINTENANCE BUILDING - SECTIONS MB-M2.5 ALT 1. MAINTENANCE BUILDING - SECTIONS MB-M3.1 ALT 1. MAINTENANCE BUILDING - DETAILS MB-M3.2 ALT 1. MAINTENANCE BUILDING - DETAILS MB-M3.3 ALT 1. MAINTENANCE BUILDING - DETAILS MB-M3.4 ALT 1. MAINTENANCE BUILDING - DETAILS MB-M4.1 ALT 1. MAINTENANCE BUILDING - MITSUBISHI DIAGRAM MB-M4.2 ALT 1. MAINTENANCE BUILDING - CONTROLS 21. PLUMBING - MAINTENANCE BUILDING MB-P0.1 ALT 1. MAINTENANCE BUILDING - COVER SHEET MB-P0.2 ALT 1. MAINTENANCE BUILDING - NOTES & SCHEDULE MB-P0.3 ALT 1. MAINTENANCE BUILDING - NOTES & SCHEDULE MB-P2.1 ALT 1. MAINTENANCE BUILDING - FOUNDATION AND FLOOR PLAN MB-P2.2 ALT 1. MAINTENANCE BUILDING - MEZZANINE PLAN MB-P2.3 ALT 1. MAINTENANCE BUILDING - ROOF PLAN MB-P3.1 ALT 1. MAINTENANCE BUILDING - INTERIOR ASSEMBLIES AND RATED PENETRATION DETAILS MB-P3.2 ALT 1. MAINTENANCE BUILDING - DETAILS MB-P3.3 ALT 1. MAINTENANCE BUILDING - DETAILS MB-P3.4 ALT 1. MAINTENANCE BUILDING - DETAILS MB-P4.1 ALT 1. MAINTENANCE BUILDING - WATER RISER MB-P4.2 ALT 1. MAINTENANCE BUILDING - WASTE RISER MB-P4.3 ALT 1. MAINTENANCE BUILDING - CONDENSATE RISERS 22. ELECTRICAL - MAINTENANCE BUIILDING MB-E1.0 ALT 1. MAINTENANCE BUILDING - LEGEND MB-E2.1 ALT 1. MAINTENANCE BUILDING - FLOOR PLAN - LIGHTING MB-E2.2 ALT 1. MAINTENANCE BUILDING - MEZZANINE PLAN - LIGHTING MB-E3.1 ALT 1. MAINTENANCE BUILDING - FLOOR PLAN - POWER MB-E3.2 ALT 1. MAINTENANCE BUILDING - MEZZANINE PLAN - POWER MB-E4.1 ALT 1. MAINTENANCE BUILDING - FLOOR PLAN - COMM, ESS MB-E4.2 ALT 1. MAINTENANCE BUILDING - MEZZANINE PLAN - COMM, ESS MB-E6.0 ALT 1. MAINTENANCE BUILDING - ONE LINE DIAGRAM MB-E7.0 ALT 1. MAINTENANCE BUILDING - LIGHTING FIXTURE SCHEDULE MB-E7.1 ALT1. MAINTENANCE BUILDING - LIGHTING CONTROL SCHEDULES MB-E8.0 ALT 1. MAINTENANCE BUILDING - MECHANICAL EQUIPMENT CONNECTION SCHEDULE MB-E8.1 ALT 1. MAINTENANCE BUILDING - PANEL SCHEDULE MB-E8.2 ALT 1. MAINTENANCE BUILDING - PANEL SCHEDULE 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.2a BID SHEET INDEX 3. CIVIL C-202 GRADING PLAN C-204 DRAINAGE PLAN C-205 GRADING AND DRAINAGE DETAILS C-206 GRADING AND DRAINAGE DETAILS C-209 GRADING AND DRAINAGE DETAILS 4. STRUCTURAL - VAULT V1.1 GENERAL STRUCTURAL NOTES V1.2 GENERAL STRUCTURAL NOTES V2.1 DETENTION VAULT 1 FOUNDATION & LID PLANS V3.1 TYPICAL VAULT DETAILS V3.2 TYPICAL VAULT DETAILS 6. ARCHITECTURE - SITE A1.1 SITE PLAN 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.2a BID SHEET INDEX 3. CIVIL C-201 GRADING PLAN C-203 DRAINAGE PLAN C-205 GRADING AND DRAINAGE DETAILS C-206 GRADING AND DRAINAGE DETAILS C-208 GRADING AND DRAINAGE DETAILS 4. STRUCTURAL - VAULT V1.1 GENERAL STRUCTURAL NOTES V1.2 GENERAL STRUCTURAL NOTES V2.2 DETENTION VAULT 2 FOUNDATION & LID PLANS V3.1 TYPICAL VAULT DETAILS V3.2 TYPICAL VAULT DETAILS 6. ARCHITECTURE - SITE A1.1 SITE PLAN 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.2a BID SHEET INDEX 3. CIVIL C-202 GRADING PLAN C-204 DRAINAGE PLAN C-402 PAVING AND UTILITY PLAN C-403 PAVING AND UTILITY DETAILS C-404 PAVING AND UTILITY DETAILS C-606 SEWER PLAN C-608 SEWER DETAILS 6. ARCHITECTURE - SITE A1.1 SITE PLAN A1.3 TRASH ENCLOSURE ENLARGED PLANS AND ELEVATIONS 11. STRUCTURAL - FIRE STATION FS-S1.1 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.2 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.3 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.4 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.5 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S3.1 FIRE STATION - TYPICAL CONCRETE DETAILS FS-S3.20 FIRE STATION - TRASH ENCLOSURE & ROOF PARTIAL PLANS FS-S3.21 FIRE STATION - TRASH ENCLOSURE DETAILS FS-S5.1 FIRE STATION - TYPICAL METAL DECK DETAILS 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.2a BID SHEET INDEX 3. CIVIL C-201 GRADING PLAN C-203 DRAINAGE PLAN C-401 PAVING AND UTILITY PLAN C-403 PAVING AND UTILITY DETAILS C-404 PAVING AND UTILITY DETAILS C-605 SEWER PLAN C-608 SEWER DETAILS 6. ARCHITECTURE - SITE A1.1 SITE PLAN A1.3 TRASH ENCLOSURE ENLARGED PLANS AND ELEVATIONS 11. STRUCTURAL - FIRE STATION FS-S1.1 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.2 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.3 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.4 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S1.5 FIRE STATION - GENERAL STRUCTURAL NOTES FS-S3.1 FIRE STATION - TYPICAL CONCRETE DETAILS FS-S3.20 FIRE STATION - TRASH ENCLOSURE & ROOF PARTIAL PLANS FS-S3.21 FIRE STATION - TRASH ENCLOSURE DETAILS FS-S5.1 FIRE STATION - TYPICAL METAL DECK DETAILS STORM VAULT 1 PERMIT SET (B25001711) STORM VAULT 2 PERMIT SET (B25001712) MAINTENANCE BUILDING TRASH ENCLOSURE PERMIT SET (B25001715) FIRE STATION GENERATOR/ TRASH ENCLOSURE PERMIT SET (B25001704) PARTIAL PERMIT SET SHEET INDEX 1. TITLE - MASTER T1.1 COVER SHEET T1.2 PERMIT SHEET INDEX T1.3 INTERIOR SIGNAGE AND ADA CODE SHEET 6. ARCHITECTURE - SITE A1.1 SITE PLAN 10. ARCHITECTURE - FIRE STATION FS-A3.3 FIRE STATION - EXTERIOR SIGNAGE 15. SIGNAGE - FIRE STATION 1 OF 4. SITE PLAN 2 OF 4. SIGN TYPE 1 3 OF 4. SIGN TYPE 2 4 OF 4. SIGN TYPE 4 FIRE STATION SIGNAGE PERMIT SET (S25003533) 1 FS-M4.1 FIRE STATION - MITSUBISHI DIAGRAM FS-M4.2 FIRE STATION - CONTROLS FS-M4.3 FIRE STATION - CONTROLS 13. PLUMBING - FIRE STATION FS-P0.1 FIRE STATION - COVERSHEET FS-P0.2 FIRE STATION - NOTES & SCHEDULES FS-P0.3 FIRE STATION - NOTES & SCHEDULES FS-P2.0 FIRE STATION - FOUNDATION FS-P2.1 FIRE STATION - LEVEL 1 FS-P2.2 FIRE STATION - ROOF PLAN FS-P3.1 FIRE STATION - DETAILS FS-P3.2 FIRE STATION - DETAILS FS-P3.3 FIRE STATION - DETAILS FS-P3.4 FIRE STATION - DETAILS FS-P3.5 FIRE STATION - DETAILS FS-P4.1 FIRE STATION - WATER RISER FS-P4.2 FIRE STATION - WASTE RISER FS-P4.3 FIRE STATION - GAS RISER FS-P4.4 FIRE STATION - CONDENSATE RISERS FS-P4.5 FIRE STATION - STORM RISERS 14. ELECTRICAL - FIRE STATION FS-E1.0 FIRE STATION - LEGEND FS-E2.1 FIRE STATION - FLOOR PLAN - LIGHTING FS-E3.1 FIRE STATION - FLOOR PLAN - POWER FS-E3.2 FIRE STATION - ROOF PLAN - POWER FS-E4.1 FIRE STATION - FLOOR PLAN - COMM, ESS FS-E5.1 FIRE STATION - FLOOR PLAN - ALERTING FS-E6.0 FIRE STATION - ONE LINE DIAGRAM FS-E7.0 FIRE STATION - LIGHTING FIXTURE SCHEDULE FS-E7.1 FIRE STATION - LIGHTING CONTROL SCHEDULE FS-E8.0 FIRE STATION - MECHANICAL EQUIPMENT CONNECTION SCHEDULE FS-E8.1 PANEL SCHEDULES FS-E8.2 PANEL SCHEDULES 15. SIGNAGE - FIRE STATION 1 OF 4. SITE PLAN 2 OF 4. SIGN TYPE 1 3 OF 4. SIGN TYPE 2 4 OF 4. SIGN TYPE 4 1 1 2 2 2 2 2 No. Description Date: 1 City Review Comments 7/3/25 2 Design Modification 7/4/25 6 City Comments 8/21/256 R-34542 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 02 SE 128TH ST 1 6 0 T H A V E S E 1 5 8 T H A V E S E ALLEY (PUBLIC) SE 136TH ST N GRAPHIC SCALE 0 50 100 FEET 1" = 50 FEET 25 EQUIPMENT USED BASIS OF BEARING REFERENCE LEGEND 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES 41 DFGD JUNE 12, 2023 2220496.50 18002 108TH AVE SE RENTON, WA 98055 RENTON REGIONAL FIRE AUTHORITY 15815 SE 128TH STREET TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON. 15815 SE 128TH STREET TOPOGRAPHIC SURVEY 1 TOPOGRAPHIC SURVEY SURVEYOR'S NOTES LEGAL DESCRIPTION SURVEYOR'S CERTIFICATE VERTICAL DATUM SCHEDULE B - NOTES 05/28/2025 05/28/2025 R-34543 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 03 T T SE 128TH ST 1 5 8 T H A V E S E N GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES 42 DFGD JUNE 12, 2023 2220496.50 18002 108TH AVE SE RENTON, WA 98055 RENTON REGIONAL FIRE AUTHORITY 15815 SE 128TH STREET TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON. 15815 SE 128TH STREET TOPOGRAPHIC SURVEY 2 TOPOGRAPHIC SURVEY MATCHLINE SEE SHEET 3 T LEGEND 05/28/2025 R-34544 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 04 1 5 8 T H A V E S E ALLEY N GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES 43 DFGD JUNE 12, 2023 2220496.50 18002 108TH AVE SE RENTON, WA 98055 RENTON REGIONAL FIRE AUTHORITY 15815 SE 128TH STREET TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON. 15815 SE 128TH STREET TOPOGRAPHIC SURVEY 3 TOPOGRAPHIC SURVEY MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 4 T LEGEND 05/28/2025 R-34545 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 05 1 5 8 T H A V E S E SE 132ND PL. 1 5 8 T H A V E S E N GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES 44 DFGD JUNE 12, 2023 2220496.50 18002 108TH AVE SE RENTON, WA 98055 RENTON REGIONAL FIRE AUTHORITY 15815 SE 128TH STREET TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON. 15815 SE 128TH STREET TOPOGRAPHIC SURVEY 4 TOPOGRAPHIC SURVEY MATCHLINE SEE SHEET 3 T LEGEND MATCHLINE "A" SEE ABOVE MATCHLINE "A" SEE BELOW MATCHLINE "B" SEE ABOVE MATCHLINE "B" SEE BELOW 05/28/2025 R-34546 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 06 VICINITY MAP ’ 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-100 COVER SHEET R-34547 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 07 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 1 PSE Plans 4/14/2026 Know what's below. Call before you dig. Dial 811 C-101 TESC & DEMOLITION PLAN 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 1 PSE Plans 4/14/2026 C-102 TESC & DEMOLITION PLAN Know what's below. Call before you dig. Dial 811 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-102A TESC & DEMOLITION PLAN ALT 1 Know what's below. Call before you dig. Dial 811 R-345410 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-103 TESC & DEMOLITION DETAILS8MOVABLE SUMP AND PUMP 7CONSTRUCTION FENCING6COR STD PLAN 217.40 - DITCH CHECK DAMS5COR STD PLAN 217.10 - INTERCEPTOR SWALE 4COR STD PLAN 216.30 - CATCH BASIN INSERT3COR STD PLAN 215.10 - STABILIZED CONSTRUCTION ENTRANCE2COR STD PLAN 214.00 - SILT FENCE1COR STD PLAN 213.30 - PLASTIC COVERING R-345411 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-104 TESC & DEMOLITION NOTES R-345412 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-105 TESC & DEMOLITION NOTES8NOT USED 7NOT USED6NOT USED5COR STD PLAN 266.00 - CCTV INSPECTION SPECIFICATIONS 4COR STD PLAN 267.10 - SURFACE WATER STANDARD PLAN NOTES (2 OF 2)3COR STD PLAN 267.00 - SURFACE WATER STANDARD PLAN NOTES (1 OF 2)2LPD STANDARD NOTES R-345413 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-201 GRADING PLAN R-345414 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-202 GRADING PLAN R-345415 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-202A GRADING PLAN ALT 1 R-345416 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-203 DRAINAGE PLAN R-345417 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-204 DRAINAGE PLAN R-345418 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-204A DRAINAGE PLAN ALT 1 R-345419 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-205 GRADING AND DRAINAGE DETAILS8STORM DRAIN CLEANOUTS 6COR STD PLAN 204.40 - STORM ROUND FRAME & COVER (PRIVATE)5COR STD PLAN 204.20 - RECTANGULAR VANED GRATE 4COR STD PLAN 204.00 - RECTANGULAR FRAME3COR STD PLAN 202.00 - CATCH BASIN INSTALLATION2COR STD PLAN 201.00 - CATCH BASIN TYPE 21COR STD PLAN 200.00 - CATCH BASIN TYPE 1 7COR STD PLAN 204.60 - MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES ALSO SEE COR STD PLAN 202.00, 204.00, 204.20, 204.40, 204.60 ALSO SEE COR STD PLAN 202.00, 204.00, 204.20, 204.40, 204.60 R-345420 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-206 GRADING AND DRAINAGE DETAILS12DRAINAGE NOTES 10COR STD PLAN 237.00 - FLOW CONTROL STRUCTURE - RESTRICTOR TEE 9COR STD PLAN 236.00 - TYPICAL DETENTION VAULT 4TRENCH DRAIN2QUARRY SPALL DISCHARGE PAD1FOOTING DRAIN · · · · · · OUTLET 2ND ORIFICE RECTANGULAR NOTCH RISER SD #STRUCTURE IE ELEV SIZE ORIFICE DIA IE ELEV SIZE Height WIDTH SIZE RISER HEIGTH TOP ELEV 100-YR WL RIM CB CEILING ELEV FREEBOARD RISER CLR (FT)(IN)(IN)(FT)(IN)(FT)(FT)(IN)(FT)(FT)(FT)(FT)(FT)(IN)(6" MIN) VAULT #1 #17 54" DIA CB TYPE 2 530.50 24 1"534.60 1.08"N/A N/A 12 6 536.50 536.52 540.71 539.0433 2.52 2.54 VAULT #2 #9 54" DIA CB TYPE 2 525.85 36 1.5"529.95 1.8"0.59 0.1 12 5.27 531.12 531.17 533.00 531.625 0.46 0.50 STORMTECH #7A 54" DIA CB TYPE 2 526 12 1"528.20 2.2"N/A N/A 12 3 529.00 529.00 533.00 531.3333 2.33 2.33 R-345421 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-207 GRADING AND DRAINAGE DETAILS 3KS100 Trench Drain 1MODULAR WETLAND SYSTEM #1 - 8'x16'2COR STD PLAN 111 - TYPICAL PATCH FOR RIGID PAVEMENT WITHOUT ASPHALT CONCRETE OVERLAY 4NOT USED R-345422 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-208 GRADING AND DRAINAGE DETAILS1NORTH CONCRETE DETENTION VAULT #2 R-345423 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-209 GRADING AND DRAINAGE DETAILS1SOUTH CONCRETE DETENTION VAULT #1 R-345424 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-210 GRADING AND DRAINAGE DETAILS 4ADS SC-800 STORMTECH SYSTEM - SHEET 4 3ADS SC-800 STORMTECH SYSTEM - SHEET 3 2ADS SC-800 STORMTECH SYSTEM - SHEET 2 1ADS SC-800 STORMTECH SYSTEM - SHEET 1 R-345425 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-211 GRADING AND DRAINAGE DETAILS 2ADS SC-800 STORMTECH SYSTEM - SHEET 61ADS SC-800 STORMTECH SYSTEM - SHEET 5 5FLOW CONTROL STRUCTURE 3OVERFLOW SWALE R-345426 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-212 DRIVEWAY PROFILES DRIVEWAY PROFILE: FIRE STATION EXIT (ON EAST CURB)DRIVEWAY PROFILE: ADA PARKING AREA (ON EAST CURB) R-345427 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-213 DRAINAGE PROFILES STORM DRAINAGE PROFILE: SE 128TH ST CULVERT STORM DRAINAGE PROFILE: SD#3 TO STORMTECH SYSTEM STORM DRAINAGE PROFILE: DETENTION VAULT #2 TO EX DITCH STORM DRAINAGE PROFILE: SD#8 TO DETENTION VAULT #2 STORM DRAINAGE PROFILE: SD#15 TO DETENTION VAULT #2 R-345428 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-214 DRAINAGE PROFILES STORM DRAINAGE PROFILE: SD#13 TO SD#16 STORM DRAINAGE PROFILE: STORMTECH SYSTEM TO SD#7 STORM DRAINAGE PROFILE: DETENTION VAULT #1 TO DETENTION VAULT #2 STORM DRAINAGE PROFILE: FIRE STATION FOOTING DRAIN TO SD#7 STORM DRAINAGE PROFILE: FIRE STATION ROOF DRAIN TO DETENTION VAULT #2 STORM DRAINAGE PROFILE: FIRE STATION STORM OUT TO SD#13 STORM DRAINAGE PROFILE: SD#34 TO SD#19 R-345429 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-215 DRAINAGE PROFILES STORM DRAINAGE PROFILE: SD#20 TO DETENTION VAULT #1 STORM DRAINAGE PROFILE: SD#23 TO SD#21 STORM DRAINAGE PROFILE: 158TH AVE SE CULVERT STORM DRAINAGE PROFILE: SD#33 TO SD#15 R-345430 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-215A DRAINAGE PROFILES ALT 1 STORM DRAINAGE PROFILE: MAINTENANCE BUILDING ROOF AND FOOTING DRAIN TO SD#19 STORM DRAINAGE PROFILE: SD#24 TO SD#21 R-345431 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-216 RAMP DETAILS CURB RAMP DETAIL A R-345432 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-216A RAMP DETAILS ALT 1 CURB RAMP DETAIL B R-345433 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 1 PSE Plans 4/14/2026 Know what's below. Call before you dig. Dial 811 C-401 PAVING & UTILITY PLAN 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 1 PSE Plans 4/14/2026 Know what's below. Call before you dig. Dial 811 C-402 PAVING & UTILITY PLAN 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-402A PAVING & UTILITY PLAN ALT 1 R-345436 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-403 PAVING & UTILITY DETAILS9NOT USED 8ADA STALL AND BLOCKOUT STRIPING7ADA SIGN WITH POST 6ASPHALT TO CONCRETE TRANSITION5CURB TAPER4ASPHALT PAVEMENT 3HEAVY DUTY ASPHALT PAVEMENT2CONCRETE PAVEMENT1HEAVY DUTY CONCRETE PAVEMENT R-345437 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-403A PAVING & UTILITY DETAILS ALT 19NOT USED 8NOT USED7NOT USED 6NOT USED5NOT USED4NOT USED 3NOT USED2NOT USED1WHEEL STOP R-345438 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-404 PAVING & UTILITY DETAILS8COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAIL 4COR STD PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES-NOTES & DETAILS2COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK1COR STD PLAN 101 - CEMENT CONCRETE CURBS 3COR STD PLAN 104 - CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPES C1, C2, C3, AND C-MAX 5COR STD PLAN 110 - TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 6COR STD PLAN 110.1 - TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 7COR STD PLAN 104.4 - CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPES C1B, C2B, C3B, AND C-MAXB (WITH BUFFER) R-345439 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 1 PSE Plans 4/14/2026 C-405 PAVING & UTILITY DETAILS9158TH AVE SE UNDERGROUND ELEC ROUTING SECTION 8NOT USED 5HORIZONTAL BORING PROFILE 3ISOLATION JOINT2CONTRACTION JOINT SEAL1CONTRACTION/CONSTRUCTION JOINT LONGITUDINAL OR TRANSVERSE (DOWEL) “” VICINITY MAP 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-500 WATER COVER · · · R-345441 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-501 WATER PLAN R-345442 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-502 WATER PLAN R-345443 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-502A WATER PLAN ALT 1 R-345444 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-503 WATER DETAILS8NOT USED 7NOT USED6NOT USED5NOT USED 4NOT USED3NOT USED2KCWD90 STD DTL 28 - FIRE DEPARTMENT CONNECTION12" TEMPORARY BYPASS SOURCE CONNECTION R-345445 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 1158TH AVE SE AT SOUTH DRIVEWAY WATER MAIN CONNECTION (TEMPORARY AND PERMANENT) 2158TH AVE SE AND SE 128TH ST WATER MAIN CONNECTION (TEMPORARY AND PERMANENT) C-504 WATER CONNECTION DETAILS 158TH AVE SE 158TH AVE SE SE 128TH ST SE 128TH ST R-345446 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-600 OFFSITE SEWER KEY PLAN R-345447 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-601 OFFSITE SEWER TESC & DEMOLITION PLAN R-345448 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-602 OFFSITE SEWER AND ROAD RESTORATION PLAN R-345449 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-603 OFFSITE SEWER AND ROAD RESTORATION PLAN R-345450 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-604 OFFSITE SEWER AND ROAD RESTORATION PLAN R-345451 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-605 SEWER PLAN R-345452 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-605A SEWER PLAN ALT 1 R-345453 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 T T 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 Know what's below. Call before you dig. Dial 811 C-606 SEWER PLAN R-345454 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-607 SEWER PROFILES PRIVATE SEWER PROFILE: STA. 10+00 TO STA. 14+40 PRIVATE SEWER PROFILE: STA. 14+40 TO STA. 17+15 R-345455 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-608 SEWER DETAILS8NOT USED 7COR STD PLAN 413 - WASTEWATER UTILITY STANDARD NOTES6SANITARY SEWER AREA DRAIN5COR STD PLAN 406.1 - SIDE SEWER STUB INSTALLATION (SEWER MAIN TO PROPERTY LINE) 4COR STD PLAN 405 - PIPE BEDDING FOR SANITARY SEWERS3COR STD PLAN 403.1 - 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN2COR STD PLAN 401.1 - SEWER MANHOLE FRAME AND COVER (CITY OWNED)1COR STD PLAN 400.1 - STANDARD SANITARY MANHOLE R-345456 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 21-12 08/21/2025 PERMIT RESUBMITTAL No.Description Date: 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 www.lpdengineering.comengineering pllc RE N T O N , W A RE N T O N R E G I O N A L A U T H O R I T Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6 City Comments 8/21/2025 C-609 SEWER DETAILS “”“” “” R-345457 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 WW P - 2 7 - 4 3 4 5 ABV ABOVE ADJ ADJACENT ALT ALTERNATE ALN ALIGN APPRX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BLDG BUILDING BO BY OTHERS BOT BOTTOM BS BOTH SIDES CB CATCH BASIN CI CAST IRON CL CENTERLINE CLR CLEAR CMU CO CLEAN OUT CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONT CONTINUOUS CONSTRUCTION CTR CENTER DBL DOUBLE DEMO DET DETAIL DEMOLISH / DEMOLITION DIA DIM DIMENISION DIAMETER DS DOWNSPOUT EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION ENCL ENCLOSURE EQUIP EQUIPMENT EW EACH WAY IST EXISTING FBO FURNISHED BY OWNER FOC FACE OF CONCRETE FTG FOOTING FURN FURNITURE/ FURNISHED GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GND GROUND HOR HORIZONTAL HR HOUR HT/H HVAC HEATING, VENTILATING & AIR CONDITIONING HEIGHT / HIGH ID INSIDE DIAMETER INFO INFORMATION INT INTERIOR MAS MASONRY MAT MATERIAL MAX MAXIMUM MECH MED MEDIUM MECHANICAL MET/MTL METAL MFR MANUFACTURER MH MIN MINUMUM MANHOLE MISC MISCELLANEOUS MIX MIXTURE N N/A NOT APPLICABLE NORTH NO NUMBER NOM NTS NOT TO SCALE NOMINAL NIC NOT IN CONTRACT OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD INCL INCLUDING PC PORTLAND CEMENT/PRECAST CONCRETE POLY POLYETHYLENE PT PRESSURE TREATED PVC POLYVINYL CHLORIDE QUAL QUALITY RAD/r RADIUS RD ROOF DRAIN REBAR REINFORCING BAR REQD REV REVISE / REVISION SCH SCHEDULE SECT SECTION SPEC SQ SQUARE SPECIFICATION ST STONE STA STATION STD STANDARD STL STEEL SYM SYMMETRICAL SHT SHEET STRUCT STRUCTURAL TEMP TEMPORARY TOC TOP OF CONCRETE TOS TOP OF SLAB/ STEEL TOW/TW TOP OF WALL TYP TYPICAL THK THICKNESS UNO UNLESS NOTED OTHERWISE V (V)VERIFY VENT / VOLT/ VALVE VERT VERTICAL VOL VOLUME REF REFER OR REFERENCE SS T TREAD / THICK TC TOP OF CURB REINF REM REMOVE REINFORCED / REINFORCING REPL REQUIRED REPLACE XFMR TRANSFORMER CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED BM BENCH MARK CJ CONTROL JOINT GV GATE VALVE FG FINISH GRADE FS FINISHED SURFACE DWG DRAWING FDC FIRE DEPARTMENT CONNECTION PL PROPERTY LINE CP COORDINATES POINT / CENTER POINT SD STORM DRAIN S/W SIDEWALK &AND < @ AT ANGLE #NUMBER CENTERLINE PROPERTY LINE PLUS OR MINUS ROW RIGHT-OF-WAY LINE ℄ ⅊ DIAMETER∅ ± BIO BIO-INFILTRATION CIPC CAST-IN-PLACE CONCRETE EOP EDGE OF PAVEMENT FOW FACE OF WALL CAL CALIPER DBH DIAMETER AT BREAST HEIGHT QTY QUANTITY PA PLANTING AREA ABBREVIATIONS SHEET LISTGENERAL NOTES 1.SEE SPECIFICATIONS FOR PLANT MATERIAL, TOP SOIL AND PLANTING MIX TYPES AND DEPTH, MULCHING, SOIL AMENDMENTS, FERTILIZERS AND WARRANTIES. 2.PLANTING SHALL CONFORM TO ALL CITY OF RENTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. 3.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 4.INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND RENOVATED LANDSCAPE AREAS. 5.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 6.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER QUANTITIES. 7.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 8.SEE SHEET L1.2.0 FOR LANDSCAPE CODE ANALYSIS AND LANDSCAPE AREA ANALYSIS. EX STAINLESS STEEL FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 LANDSCAPE COVER L0.1.0 Sheet Number Sheet Title L0.1.0 LANDSCAPE COVER L1.0.0 TREE RETENTION PLAN L1.0.1 TREE RETENTION PLAN L1.0.2 TREE INVENTORY L1.2.0 OVERALL LANDSCAPE PLAN L1.3.0 LANDSCAPE PLAN L1.3.1 LANDSCAPE PLAN L1.3.2 ALT 1. LANDSCAPE PLAN L1.3.3 PLANT SCHEDULES L1.4.0 IRRIGATION PLAN L1.4.1 IRRIGATION PLAN L1.4.2 ALT 1 IRRIGATION PLAN L1.4.3 ALT 1 IRRIGATION PLAN L1.4.4 IRRIGATION SCHEDULES L1.4.5 ALT 1 IRRIGATION SCHEDULES L1.5.0 SOILS PLAN L1.5.1 SOILS PLAN L1.5.2 ALT 1. SOILS PLAN L5.0.0 DETAILS L5.0.1 DETAILS L5.1.0 IRRIGATION DETAILS L5.1.1 IRRIGATION DETAILS 08/20/2025 27 R-345458 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T 2701 2686 2685 2684 2682 2683 2616 ALLOWABLE BUILDING AREA SF AC SITE NORTH:66,425 SITE SOUTH:81,643 ALLEY AREA:3,647 SITE TOTAL:151,721 3.41 TOTAL TREE CREDITS:102.3 TOTAL RETAIN TREE CREDITS AS OF 6/28/24* 220 * Excludes trees not rooted on subject parcel GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 MATCHLINE - SEE SHEET L0.2 EXISTING CHURCH FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 TREE RETENTION PLAN L1.0.0TREE RETENTION PLAN - NORTH1 X X XXX XXX XX X XXX XXXXX XXXXXXXX X XXXXXXXXXXXXXXXXXXX XXXX XXX X XXXX X X XX SE 128TH ST 15 8 T H A V E S E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPOSED FIRE STATION #16 BUILDING LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 1 L5.0.1 TREE TO BE REMOVEDXX XXXX TREE NUMBER LIMIT OF WORK DRIP LINE TREE RETENTION NOTES 1.SEE ARBORIST REPORT AND SHEET L1.0.2 FOR TREE INVENTORY. 2.SEE SHEET C-101AND C-102 TESC & DEMOLITION PLAN. 3.SEE ARBORIST REPORT FOR: 3.1.DESCRIPTION OF METHODS USED TO DETERMINE THE LIMITS OF DISTURBANCE 3.2.REASONS FOR TREE REMOVAL 3.3.A DESCRIPTION OF THE IMPACT OF NECESSARY TREE REMOVAL TO THE REMAINING TREES 3.4.TIMING AND INSTALLATION OF TREE PROTECTION MEASURES 21 ' - 0 " RI G H T - O F - W A Y EX I S T I N G R - 4 R E S I D E N T I A L X APPROXIMATE LOCATION OF CITY ROW TREE 2708 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 2687 2688 2689 2690 2691 2692 2702 2703 2704 2705 2706 26942693 2696 2501 2502 2506 2505 2511 2510 2509 2512 2707 2695 2678 2699 2677 2675 2676 2674 2673 2671 2669 2668 2667 2672 2670 2664 2665 2666 2678 EXISTING R-4 RESIDENTIAL EX I S T I N G R - 4 R E S I D E N T I A L FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 TREE RETENTION PLAN L1.0.1TREE RETENTION PLAN - SOUTH1 MATCHLINE - SEE SHEET L0.1 LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 1 L5.0.1 TREE TO BE REMOVEDXX XXXX TREE NUMBER LIMIT OF WORK DRIP LINE 15 8 T H A V E S E PROPOSED MAINTENANCE BUILDING TREE RETENTION NOTES 1.SEE ARBORIST REPORT AND SHEET L1.0.2 FOR TREE INVENTORY. 2.SEE SHEET C-101AND C-102 TESC & DEMOLITION PLAN. 3.SEE ARBORIST REPORT FOR: 3.1.DESCRIPTION OF METHODS USED TO DETERMINE THE LIMITS OF DISTURBANCE 3.2.REASONS FOR TREE REMOVAL 3.3.A DESCRIPTION OF THE IMPACT OF NECESSARY TREE REMOVAL TO THE REMAINING TREES 3.4.TIMING AND INSTALLATION OF TREE PROTECTION MEASURES GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 X XX X XX X XX X X X X X X X XXXX PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E 19'-0" RIGHT-OF-WAY XXXXXX XX TREE RETENTION PLAN - ALT 12 PR O P E R T Y L I N E TREE RETENTION PLAN - ALT 1, SEE 2/THIS SHEET 08/20/2025 27 R-345460 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 TREE TAG # BOTANICAL NAME COMMON NAME EV/DEC # STEM COMB DBH (IN) HGHT (FT) RAD (FT) CRITICA L ROOT ZONE (CRZ) INNER CRZ COND. 1=EXC.; 2=GOOD; 3=FAIR; 4=POOR; 5=DYING; 6=DEAD NOTES LANDMARK TREE CREDITS PER RMC 6/27/24 TREE CREDITS ROOTED OFF PARCEL ACTION X=REMOVE O=RETAIN X1=REMOVE FOR ALT 1 2501 Acer macrophyllum Bigleaf Maple D 1 25.9 80 20 26 13 3 10 10 O 2502 Acer macrophyllum Bigleaf Maple D 1 12.9 65 8 13 6.5 3 TRUNK WOUND 6 6 O 2503 Acer macrophyllum Bigleaf Maple D 1 28.2 75 16 28 14 3 TRUNK WOUND 10 X 2504 Acer macrophyllum Bigleaf Maple D 3 16.8 50 12 17 8.5 3 7 X 2505 Alnus rubra Red Alder D 1 24.6 50 10 25 12.5 4 MUTIPLE WOUNDS AT BASE 9 9 O 2506 Acer macrophyllum Bigleaf Maple D 3 26.3 50 12 26 13 3 TRUNK WOUND 10 10 O 2507 Pseudotsuga menziesii Douglas-fir E 1 14.5 70 12 15 7.5 3 6 X 2508 Acer macrophyllum Bigleaf Maple D 1 48.9 80 25 49 24.5 3 X 13 X 2509 Acer macrophyllum Bigleaf Maple D 1 9.5 45 10 10 5 3 4 4 O 2510 Acer macrophyllum Bigleaf Maple D 1 31.5 75 20 32 16 3 TRUNK WOUND X 11 11 O 2511 Acer macrophyllum Bigleaf Maple D 1 23.6 65 20 24 12 3 9 X O 2512 Acer macrophyllum Bigleaf Maple D 1 37.0 75 18 37 18.5 3 X 13 13 O 2513 Alnus rubra Red Alder D 1 14.0 55 8 14 7 3 6 X 2514 Alnus rubra Red Alder D 1 8.4 60 10 8 4 3 4 X 2515 Alnus rubra Red Alder D 3 15.0 60 12 15 7.5 3 6 X 2516 Acer macrophyllum Bigleaf Maple D 1 23.0 50 17 23 11.5 3 9 X 2601 Thuja plicata Western Red Cedar E 1 22.7 50 8 23 11.5 3 LARGE TRUNK WOUND 9 X 2602 Pseudotsuga menziesii Douglas-fir E 1 11.9 50 6 12 6 6 5 X 2603 Thuja plicata Western Red Cedar E 1 8.7 55 6 9 4.5 3 4 X 2604 Pseudotsuga menziesii Douglas-fir E 1 16.3 40 6 16 8 5 TOPPED; FRUITING BODIES 7 X 2605 Thuja plicata Western Red Cedar E 2 22.9 55 7 22 11 2 9 X 2606 Pseudotsuga menziesii Douglas-fir E 1 14.6 45 8 15 7.5 3 TOPPED; FRUTING BODIES 6 X 2607 Thuja plicata Western Red Cedar E 1 18.4 55 12 18 9 3 7 X 2608 Pseudotsuga menziesii Douglas-fir E 1 13.6 50 10 14 7 3 SMALL HOLES IN BARK 6 X 2609 Thuja plicata Western Red Cedar E 1 21.2 55 15 21 10.5 3 CODOM 8 X 2610 Acer macrophyllum Bigleaf Maple D 1 6.9 50 8 7 3.5 3 4 X 2611 Thuja plicata Western Red Cedar E 2 22.5 55 17 23 11.5 3 9 X 2612 Thuja plicata Western Red Cedar E 1 25.4 55 15 25 12.5 3 X 10 X 2613 Thuja plicata Western Red Cedar E 1 22.1 55 16 22 11 3 9 X 2614 Pseudotsuga menziesii Douglas-fir E 1 11.0 55 15 11 5.5 3 5 X 2615 Alnus rubra Red Alder D 1 5.2 20 5 5 2.5 3 0 X 2616 Pseudotsuga menziesii Douglas-fir E 1 14.9 50 15 15 7.5 3 6 X O 2617 Thuja plicata Western Red Cedar E 1 24.3 55 18 24 12 3 X 9 X 2618 Pseudotsuga menziesii Douglas-fir E 1 10.3 20 0 10 5 5 COVERED IN INVY; TOPPED; NEARLY DEAD 5 X 2619 Pseudotsuga menziesii Douglas-fir E 1 17.9 30 0 18 9 5 TOPPED; FRUITING BODIES 7 X 2620 Thuja plicata Western Red Cedar E 3 21.3 55 17 21 10.5 3 8 X 2621 Thuja plicata Western Red Cedar E 2 23.9 60 17 24 12 3 9 X 2622 Thuja plicata Western Red Cedar E 2 22.4 60 16 22 11 3 9 X 2623 Thuja plicata Western Red Cedar E 1 19.5 55 16 20 10 3 8 X 2624 Pseudotsuga menziesii Douglas-fir E 1 13.0 50 12 13 6.5 3 6 X 2625 Alnus rubra Red Alder D 1 7.9 50 10 8 4 3 4 X 2626 Pseudotsuga menziesii Douglas-fir E 1 18.8 55 18 19 9.5 3 7 X 2627 Pseudotsuga menziesii Douglas-fir E 1 17.6 60 20 18 9 3 7 X 2628 Pseudotsuga menziesii Douglas-fir E 1 12.6 55 18 13 6.5 3 6 X 2629 Pseudotsuga menziesii Douglas-fir E 1 14.4 60 18 14 7 3 6 X 2630 Pseudotsuga menziesii Douglas-fir E 1 16.3 55 18 16 8 3 7 X 2631 Pseudotsuga menziesii Douglas-fir E 1 11.0 55 16 11 5.5 3 5 X 2632 Pseudotsuga menziesii Douglas-fir E 1 11.4 55 18 11 5.5 3 5 X 2633 Pseudotsuga menziesii Douglas-fir E 1 14.9 60 20 15 7.5 3 6 X 2634 Pseudotsuga menziesii Douglas-fir E 1 11.1 55 17 11 5.5 3 5 X 2635 Thuja plicata Western Red Cedar E 1 10.2 50 14 10 5 3 5 X 2636 Pseudotsuga menziesii Douglas-fir E 1 12.2 50 14 12 6 3 6 X 2637 Pseudotsuga menziesii Douglas-fir E 1 15.2 55 18 15 7.5 3 6 X 2638 Pseudotsuga menziesii Douglas-fir E 1 9.5 70 5 10 5 3 LOW LCR 4 X 2639 Pseudotsuga menziesii Douglas-fir E 1 13.7 60 20 14 7 3 6 X 2640 Pseudotsuga menziesii Douglas-fir E 1 17.3 55 18 17 8.5 3 7 X 2641 Pseudotsuga menziesii Douglas-fir E 1 9.3 55 18 9 4.5 3 4 X 2642 Pseudotsuga menziesii Douglas-fir E 1 13.0 60 20 13 6.5 3 6 X 2643 Thuja plicata Western Red Cedar E 1 7.7 45 15 8 4 3 4 X 2644 Pseudotsuga menziesii Douglas-fir E 1 10.1 60 12 10 5 3 5 X 2645 Thuja plicata Western Red Cedar E 1 11.6 60 14 12 6 3 5 X 2646 Thuja plicata Western Red Cedar E 1 15.2 60 16 15 7.5 3 TRUNK WOUND 6 X 2647 Pseudotsuga menziesii Douglas-fir E 1 12.4 65 10 12 6 3 6 X 2648 Thuja plicata Western Red Cedar E 2 20.4 60 18 20 10 3 8 X 2649 Pseudotsuga menziesii Douglas-fir E 1 14.4 70 11 14 7 3 6 X 2650 Thuja plicata Western Red Cedar E 2 16.4 60 13 16 8 3 TRUNK WOUND 7 X 2651 Pseudotsuga menziesii Douglas-fir E 1 10.2 60 10 10 5 5 NO FOLIAGE 5 X 2652 Pseudotsuga menziesii Douglas-fir E 1 22.3 70 15 22 11 3 9 X 2653 Pinus monticola Western White Pine E 1 12.6 50 10 13 6.5 3 TRUNK WOUND; BARK PEELING OFF 6 X 2654 Pseudotsuga menziesii Douglas-fir E 1 14.9 35 12 15 7.5 5 TOPPED; FRUITING BODIES 6 X 2655 Pseudotsuga menziesii Douglas-fir E 1 18.1 60 16 18 9 3 7 X 2656 Pseudotsuga menziesii Douglas-fir E 1 15.1 60 15 15 7.5 3 6 X 2657 Pseudotsuga menziesii Douglas-fir E 1 14.5 60 13 15 7.5 3 6 X 2658 Pseudotsuga menziesii Douglas-fir E 1 17.1 65 15 17 8.5 3 TRUNK WOUND 7 X 2659 Pseudotsuga menziesii Douglas-fir E 1 18.6 65 17 19 9.5 3 7 X 2660 Pseudotsuga menziesii Douglas-fir E 1 14.0 65 16 14 7 3 6 X 2661 Pseudotsuga menziesii Douglas-fir E 1 19.2 70 15 19 9.5 3 8 X 2662 Juniperus virginiana Pencil Cedar E 1 17.7 40 8 18 9 3 7 X 2663 Thuja plicata Western Red Cedar E 1 51.5 100 20 52 26 2 X 13 13 O 2664 Pinus monticola Western White Pine E 1 11.9 50 5 12 6 3 5 X1 2665 Pseudotsuga menziesii Douglas-fir E 1 23.5 70 16 24 12 3 9 X1 2666 Thuja plicata Western Red Cedar E 1 4.8 40 6 5 2.5 3 0 X1 2667 Pseudotsuga menziesii Douglas-fir E 1 6.1 55 8 6 3 3 4 X1 2668 Pseudotsuga menziesii Douglas-fir E 1 14.6 50 10 15 7.5 3 6 X1 2669 Thuja plicata Western Red Cedar E 2 13.5 45 8 13 6.5 3 TRUNK WOUND 6 X1 2670 Pseudotsuga menziesii Douglas-fir E 1 12.8 55 10 13 6.5 3 6 X1 2671 Pseudotsuga menziesii Douglas-fir E 1 10.5 50 8 11 5.5 3 5 X1 2672 Pseudotsuga menziesii Douglas-fir E 1 11.6 55 8 12 6 3 5 X1 2673 Thuja plicata Western Red Cedar E 1 10.1 45 6 10 5 3 5 X1 2674 Thuja plicata Western Red Cedar E 1 14.1 40 7 14 7 3 6 X1 2675 Thuja plicata Western Red Cedar E 1 13.9 45 7 14 7 3 6 X1 2676 Pseudotsuga menziesii Douglas-fir E 1 12.9 50 10 13 6.5 3 6 X1 2677 Thuja plicata Western Red Cedar E 1 18.5 40 6 19 9.5 3 7 X1 2678 Picea pungens Colorado Blue Spruce E 1 6.1 30 4 6 3 3 4 X O 2679 Thuja plicata Western Red Cedar E 1 26.2 90 13 26 13 3 X 10 X 2680 Thuja plicata Western Red Cedar E 2 50.5 90 13 51 25.5 3 X 13 X 2681 Cornus sp.Dogwood, unknown sp.D 2 9.2 30 7 9 4.5 3 5 X 2682 Pseudotsuga menziesii Douglas-fir E 1 43.5 75 16 44 22 3 X 13 X O 2683 Alnus rubra Red Alder D 1 15.3 50 7 15 7.5 3 6 X O 2684 Ilex aquifolium English Holly E 1 5.3 45 8 5 2.5 3 0 X O 2685 Ilex aquifolium English Holly E 1 9.0 45 7 9 4.5 3 9 X O 2686 Pseudotsuga menziesii Douglas-fir E 1 24.6 70 14 25 12.5 3 CODOM X 13 X O 2687 Thuja plicata Western Red Cedar E 1 39.3 65 15 39 19.5 3 CODOM X 13 13 O 2688 Thuja plicata Western Red Cedar E 1 39.6 65 18 40 20 3 X 13 13 O 2689 Pseudotsuga menziesii Douglas-fir E 1 15.0 70 10 15 7.5 3 6 6 O 2690 Pseudotsuga menziesii Douglas-fir E 1 21.0 75 18 21 10.5 3 8 8 O 2691 Thuja plicata Western Red Cedar E 3 17.6 70 15 18 9 3 7 7 O 2692 Alnus rubra Red Alder D 1 6.1 45 12 6 3 3 4 4 O 2693 Acer macrophyllum Bigleaf Maple D 2 38.4 70 20 38 19 3 X 13 13 O 2694 Acer macrophyllum Bigleaf Maple D 2 48.5 75 18 48 24 4 LARGE CAVITY X 13 13 O 2695 Acer macrophyllum Bigleaf Maple D 1 21.3 75 15 21 10.5 3 8 X O 2696 Acer macrophyllum Bigleaf Maple D 3 13.5 45 10 14 7 3 6 6 O 2697 Acer macrophyllum Bigleaf Maple D 1 12.0 50 12 12 6 3 6 6 O 2698 Acer macrophyllum Bigleaf Maple D 1 45.0 40 8 45 22.5 3 X 13 13 O 2699 Alnus rubra Red Alder D 3 13.7 45 10 14 7 3 6 6 O 2700 Acer macrophyllum Bigleaf Maple D 2 8.8 40 8 9 4.5 3 4 4 O 2701 Thuja plicata Western Red Cedar E 2 28.3 50 10 28 14 3 VISUALLY ASSESSED X 10 X O 2702 Prunus avium Wild Sweet Cherry D 1 6.0 30 8 6 3 3 VISUALLY ASSESSED 4 4 O 2703 Thuja plicata Western Red Cedar E 1 12.0 40 10 12 6 3 VISUALLY ASSESSED 6 6 O 2704 Pseudotsuga menziesii Douglas-fir E 1 16.0 50 8 16 8 3 VISUALLY ASSESSED 7 7 O 2705 Pseudotsuga menziesii Douglas-fir E 1 10.0 40 6 10 5 3 VISUALLY ASSESSED 5 5 O 2706 Acer macrophyllum Bigleaf Maple D 1 6.0 25 4 6 3 3 VISUALLY ASSESSED 4 4 O 2707 Pseudotsuga menziesii Douglas-fir E 1 14.0 45 10 14 7 3 VISUALLY ASSESSED 6 6 O 2708 Pseudotsuga menziesii Douglas-fir E 1 37.5 30 15 37 7 3 LARGE AND SHALLOW EXPOSED ROOTS; TOPPED FOR POWER LINES X X X TREE TAG # BOTANICAL NAME COMMON NAME EV/DEC # STEM COMB DBH (IN) HGHT (FT) RAD (FT) CRITICA L ROOT ZONE (CRZ) INNER CRZ COND. 1=EXC.; 2=GOOD; 3=FAIR; 4=POOR; 5=DYING; 6=DEAD NOTES LANDMARK TREE CREDITS PER RMC 6/27/24 TREE CREDITS ROOTED OFF PARCEL ACTION X=REMOVE O=RETAIN X1=REMOVE FOR ALT 1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 TREE INVENTORY L1.0.27 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 T T SHADE GROUNDCOVER MIX* (438 sf) (38) Arctostaphylos uva-ursi (38) Mahonia repens (17) Polystichum munitum SHADE GROUNDCOVER MIX* (438 sf) (38) Arctostaphylos uva-ursi (38) Mahonia repens (17) Polystichum munitum GRAPHIC SCALE 0 40 80 FEET 1" = 40 FEET 20 OVERALL LANDSCAPE PLAN L1.2.0 GENERAL PLANTING NOTES 1.PLANTING SHALL CONFORM TO ALL CITY OF RENTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. 2.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 3.INSTALL PERMANENT AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND RENOVATED LANDSCAPE AREAS. 4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 5.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER QUANTITIES. 6.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 7.PROVIDE NEW TOPSOIL IN ALL NEW PLANTING AREAS. SOIL TO BE 3-WAY TOPSOIL. CLEAR ALL NEW PLANTING AREAS OF CONSTRUCTION DEBRIS AND MATERIALS PRIOR TO PREPARATION. LANDSCAPE CODE ANALYSIS RENTON MUNICIPAL CODE (RMC)CALCULATIONS REQUIRED PROVIDED RMC 4-4-130-H.1.A MINIMUM 30% SIGNIFICANT TREE RETENTION REQUIREMENT 112 EX. TREES X .30 = 34 TREES 34 TREES PRESERVED 37 TREES PRESERVED RMC 4-4-130-H.1.B TREE CREDIT REQUIREMENTS SHALL APPLY AT A MINIMUM RATE OF 30 CREDITS PER ACRE SITE = 3.4 ACRES 3.4 X 30 = 102 TOTAL TREE CREDITS 102 TREE CREDITS 220 TREE CREDITS RMC 4-4-070-H.5 INTERIOR PARKING LOT TREES EACH LOT HAS LESS THAN 15 STALLS SO NO MINIMUM LANDSCAPE REQUIRED 0 TREES 0 TREES RMC 4-4-070-H.5.B INTERIOR PARKING LOT LANDSCAPE EACH LOT HAS LESS THAN 15 STALLS SO NO MINIMUM LANDSCAPE REQUIRED 0 SQ FT LANDSCAPE AREA 0 SQ FT LANDSCAPE AREA RMC 4-4-070-H.4.A PERIMETER PARKING LOT TREES 19 FT OF STREET FRONTAGE / 30 FT PER TREE = 1 TREE 1 TREE 1 TREES RMC 4-4-070-H.4.B PERIMETER PARKING LOT LANDSCAPE 226 SF LANDSCAPE AREA / 20 SQ FT PER SHRUB = 11 SHRUBS 11 SHRUBS 11 SHRUBS RMC 4-4-070-F.3 FRONT YARD TREES 2 FRONT YARD TREES MINIMUM WHEN INSUFFICENT RIGHT-OF-WAY SPACE FOR STREET TREES 2 FRONT YARD TREES MINIMUM PER FRONTAGE 2 FRONT YARD TREES PER FRONTAGE RMC 4-4-070-F.1 STREET FRONTAGE LANDSCAPE SEE PLAN THIS SHEET 10' WIDE SEE PLAN THIS SHEET RMC 4-4-070-F.2 STREET TREES 1 STREET TREE PER LOT MINIMUM 1 STREET TREE PER STREET FRONTAGE # OF LOTS: 1 2 2 RMC 4-4-070-F.4.A PERIMETER BUFFER LANDSCAPE SEE PLAN THIS SHEET 10' WIDE SIGHT-OBSCURING OR 15' PARTIALLY SIGHT-OBSCURING SEE PLAN THIS SHEET EXISTING R-4 RESIDENTIAL EX I S T I N G R - 4 R E S I D E N T I A L SE 128TH ST 15 8 T H A V E S E EXISTING CHURCH PROPOSED FIRE STATION #16 BUILDING 227' X 10' STREET FRONTAGE LAND S C A P E TREES REQUIRED: 2 TREES PROVIDED: 2 STREET TREES REQUIRED PER STR E E T F R O N T A G E : 1 STREET TREES PROVIDED: 1 49 8 ' X 1 0 ' F U L L Y O B S C U R I N G L A N D S C A P E 13 3 ' X 1 0 ' S T R E E T F R O N T A G E L A N D S C A P E TR E E S R E Q U I R E D : 2 TR E E S P R O V I D E D : 2 ST R E E T T R E E S R E Q U I R E D P E R S T R E E T F R O N T A G E : 1 ST R E E T T R E E S P R O V I D E D : 1 CLEAR VISION AREA, TYP. 2522' X 15' PARTIALLY OBSCURING LANDSCAPE 63 0 ' X 1 5 ' P A R T I A L L Y O B S C U R I N G L A N D S C A P E 19' X 10' PERIMETER PARKING LOT LANDSCAPE TREES REQUIRED: 19/30=0.6 TREES PROVIDED: 1 291' X 15' PARITALLY OBSCURING LAND S C A P E 10' 15' TYP. PR O P E R T Y L I N E PROPERTY LINE 10 ' LANDSCAPE BUFFER, TYP. 1/THIS SHEET 2/THIS SHEET RESTORATION PLANTING AREA FOR SEWER LINE EXTENSION, TYP. EXTENTS ARE APPROXIMATE. SEE1/ L1.3.1 FOR RESTORATION AREA PLANTING PLAN. OVERALL LANDSCAPE PLAN2RESTORATION AREAS1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 LANDSCAPE AREA ANALYSIS LANDSCAPE AREA SQUARE FOOTAGE AREA 1 48,423 SF AREA 2 23,312 SF AREA 3 4,819 SF INTERIOR PARKING LOT LANDSCAPE 0 SF SEE LANDSCAPE CODE ANALYSIS ABOVE TOTAL 76,554 SF 15 8 T H A V E S E AREA 1 AREA 2 AREA 3 AREA 3 AREA 2 AREA 2 AREA 1 AREA 1 EXISTING ALLEY TO BE VACATED AREA 3 AREA 3 AREA 3 CLEAR VISION AREA, TYP. L1.3.0 L1.4.0 L1.5.0 L1.3.1 L1.4.1 L1.5.1 7 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 T SUN GROUNDCOVER MIX* (8,411 sf) (777) Achillea millefolium (437) Deschampsia cespitosa 'Goldtau' (769) Fragaria chiloensis (109) Lupinus rivularis SHADE GROUNDCOVER MIX* (2,260 sf) (196) Arctostaphylos uva-ursi (196) Mahonia repens (87) Polystichum munitum 299 MR 56 AU SUN GROUNDCOVER MIX* (148 sf) (14) Achillea millefolium (8) Deschampsia cespitosa 'Goldtau' (14) Fragaria chiloensis (2) Lupinus rivularis SUN GROUNDCOVER MIX* (19 sf) (2) Achillea millefolium (1) Deschampsia cespitosa 'Goldtau' (2) Fragaria chiloensis (0) Lupinus rivularis SHADE GROUNDCOVER MIX* (3,164 sf) (274) Arctostaphylos uva-ursi (274) Mahonia repens (122) Polystichum munitum T GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10MATCHLINE - SEE SHEET L1.3.1 LANDSCAPE PLAN L1.3.0 SE 128TH ST PROPOSED FIRE STATION #16 BUILDING HYDRANT, TYP. SEE CIVIL 15 8 T H A V E S E ROCKERY, SEE CIVIL UTILITY ENCLOSURE, SEE ARCH 6' HT TRASH ENCLOSURE, SEE ARCH CONCRETE DETENTION VAULT, SEE CIVIL LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE LANDSCAPE PLAN - NORTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 CLEAR VISION AREA, TYP. WALKWAY DRIVEWAY PARKING AREA PARKING AREA WALKWAY PATIO 57 ' - 0 " 12'-0"49'-0" 54 ' - 0 " 54 ' - 0 " 15'-0"16'-0" 43 ' - 0 " 21'-0 " 1 2 4 ' - 0 " FENCE, SEE ARCH WALL, SEE ARCH 11 0 ' - 9 " 1 4 ' - 0 " OVERHANG, TYP. 32'-0" 5' - 0 " 21'-0" 54'-0" STREET TREES OMITTED FOR FIRE TRUCK CLEAR VISION AREA , TYP. 5' - 0 " 49'-0" 41'-0" 31 6 ' - 0 " 19'-0 " 32 7 ' - 0 " PR O P E R T Y L I N E 148'-0"53'-0" 5' - 0 " 8 ' - 0 " 33'-2" 10'-0" STREET FRONTAGE LANDSCAPING BUFFER, TREES OMITTED FOR FIRE TRUCK CLEAR VISION AREA 15'-0" LANDSCAPE BUFFER, TYP. 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.FOR RESTORATION AREA PLANTING, PLANT TO TAKE ADVANTAGE OF RAIN. PROVIDE WATER AS NEEDED FOR ESTABLISHMENT. PLANTING TIME FOR AREAS WITHOUT AUTOMATIC IRRIGATION IS OCTOBER 15 - APRIL 15 UNLESS APPROVED BY LANDSCAPE ARCHITECT. 4.SEE SHEET L1.2.0 FOR CODE ANALYSIS. 5.SEE SHEET L1.3.3 FOR PLANT SCHEDULE. 6.SEE SHEET L5.0.0 FOR PLANTING DETAILS. NOTES CLEAR VISION AREA DIAGRAM, SEE 2/THIS SHEET CLEAR VISION AREA DIAGRAM - SOUTH3 CLEAR VISION AREA DIAGRAM - NORTH2 *ENTERING SIGHT DISTANCES SHOWN PER FIGURES 6, 7, AND 9 AND TABLE 7 OF THE TRAFFIC IMPACT ANALYSIS DATED MAY 2025 CLEAR VISION AREA, TYP. ENTERING SIGHT DISTANCE, TYP. 40'-0" 40'-0" 40 ' - 0 " 40 ' - 0 " CLEAR VISION AREA, TYP. ENTERING SIGHT DISTANCE, TYP. 6' - 0 " 7 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 SUN GROUNDCOVER MIX* (1,207 sf) (111) Achillea millefolium (63) Deschampsia cespitosa 'Goldtau' (110) Fragaria chiloensis (16) Lupinus rivularis SHADE GROUNDCOVER MIX* (17,286 sf) (1,497) Arctostaphylos uva-ursi (1,497) Mahonia repens (665) Polystichum munitum SHADE GROUNDCOVER MIX* (626 sf) (54) Arctostaphylos uva-ursi (54) Mahonia repens (24) Polystichum munitum SHADE GROUNDCOVER MIX* (2,483 sf) (215) Arctostaphylos uva-ursi (215) Mahonia repens (96) Polystichum munitum SHADE GROUNDCOVER MIX* (438 sf) (38) Arctostaphylos uva-ursi (38) Mahonia repens (17) Polystichum munitum SUN GROUNDCOVER MIX* (878 sf) (81) Achillea millefolium (46) Deschampsia cespitosa 'Goldtau' (80) Fragaria chiloensis (11) Lupinus rivularis SUN GROUNDCOVER MIX* (1,542 sf) (142) Achillea millefolium (80) Deschampsia cespitosa 'Goldtau' (141) Fragaria chiloensis (20) Lupinus rivularis SHADE GROUNDCOVER MIX* (7,864 sf) (681) Arctostaphylos uva-ursi (681) Mahonia repens (303) Polystichum munitum SHADE GROUNDCOVER MIX* (438 sf) (38) Arctostaphylos uva-ursi (38) Mahonia repens (17) Polystichum munitum SHADE GROUNDCOVER MIX* (438 sf) (38) Arctostaphylos uva-ursi (38) Mahonia repens (17) Polystichum munitum GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 LANDSCAPE PLAN L1.3.1 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.FOR RESTORATION AREA PLANTING, PLANT TO TAKE ADVANTAGE OF RAIN. PROVIDE WATER AS NEEDED FOR ESTABLISHMENT. PLANTING TIME FOR AREAS WITHOUT AUTOMATIC IRRIGATION IS OCTOBER 15 - APRIL 15 UNLESS APPROVED BY LANDSCAPE ARCHITECT. 4.SEE SHEET L1.2.0 FOR CODE ANALYSIS. 5.SEE SHEET L1.3.3 FOR PLANT SCHEDULE. 6.SEE SHEET L5.0.0 FOR PLANTING DETAILS. NOTESMATCHLINE - SEE SHEET L1.3.0 HYDRANT, TYP. SEE CIVIL 15 8 T H A V E S E LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE SEE 1/L1.2.0 FOR RESTORATION AREAS LANDSCAPE PLAN - SOUTH2 TYPICAL RESTORATION AREA - ENLARGEMENT3 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 CLEAR VISION AREA, TYP. EXISTING R-4 RESIDENTIAL LIMIT OF WORK DRIVEWAY 15 ' - 0 " 15'-0" 82'-0" 27 ' - 0 " 63'-0" 101'-0" 52'-0"78 ' - 0 " 291'-0" FENCE, SEE ARCH GATE, SEE ARCH SEE 1/THIS SHEET FOR LOCATIONS AND L1.3.0 FOR PLANT SCHEDULE. SEE CIVIL PLANS AND COORDINATE WITH UTILITY WORK. EXTENTS ARE APPROXIMATE. 137'-0" 137'-0" 31 3 ' - 0 " 17 0 ' - 0 " PR O P E R T Y L I N E REPAIR TO EXISTING CONDITIONS OR BETTER FOR ANY AREAS DISTURBED BY CONSTRUCTION, TYP. 2/THIS SHEET RESTORATION AREAS1 15 8 T H A V E S E GRAPHIC SCALE 0 40 80 FEET 1" = 40 FEET 20 RESTORATION PLANTING AREA FOR SEWER LINE EXTENSION, TYP. EXTENTS ARE APPROXIMATE. SEE1/ L1.3.0 FOR PLANT SCHEDULE. 15'-0" LANDSCAPE BUFFER, TYP. 10'-0" STREET FRONTAGE LANDSCAPING BUFFER, TREES OMITTED FOR FIRE TRUCK CLEAR VISION AREA CLEAR VISION AREA DIAGRAM, SEE 3/L1.3.0 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 SHADE GROUNDCOVER MIX* (7,864 sf) (681) Arctostaphylos uva-ursi (681) Mahonia repens (303) Polystichum munitum SUN GROUNDCOVER MIX* (1,207 sf) (111) Achillea millefolium (63) Deschampsia cespitosa 'Goldtau' (110) Fragaria chiloensis (16) Lupinus rivularis SHADE GROUNDCOVER MIX* (17,286 sf) (1,497) Arctostaphylos uva-ursi (1,497) Mahonia repens (665) Polystichum munitum 390 MR SHADE GROUNDCOVER MIX* (818 sf) (71) Arctostaphylos uva-ursi (71) Mahonia repens (32) Polystichum munitum SUN GROUNDCOVER MIX* (12,279 sf) (1,134) Achillea millefolium (638) Deschampsia cespitosa 'Goldtau' (1,123) Fragaria chiloensis (160) Lupinus rivularis SHADE GROUNDCOVER MIX* (626 sf) (54) Arctostaphylos uva-ursi (54) Mahonia repens (24) Polystichum munitum SHADE GROUNDCOVER MIX* (2,483 sf) (215) Arctostaphylos uva-ursi (215) Mahonia repens (96) Polystichum munitum SUN GROUNDCOVER MIX* (1,542 sf) (142) Achillea millefolium (80) Deschampsia cespitosa 'Goldtau' (141) Fragaria chiloensis (20) Lupinus rivularis SUN GROUNDCOVER MIX* (943 sf) (87) Achillea millefolium (49) Deschampsia cespitosa 'Goldtau' (86) Fragaria chiloensis (12) Lupinus rivularis SHADE GROUNDCOVER MIX* (438 sf) (38) Arctostaphylos uva-ursi (38) Mahonia repens (17) Polystichum munitum GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 ALT 1. LANDSCAPE PLAN L1.3.2 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.FOR RESTORATION AREA PLANTING, PLANT TO TAKE ADVANTAGE OF RAIN. PROVIDE WATER AS NEEDED FOR ESTABLISHMENT. PLANTING TIME FOR AREAS WITHOUT AUTOMATIC IRRIGATION IS OCTOBER 15 - APRIL 15 UNLESS APPROVED BY LANDSCAPE ARCHITECT. 4.SEE SHEET L1.2.0 FOR CODE ANALYSIS. 5.SEE SHEET L1.3.3 FOR PLANT SCHEDULE. 6.SEE SHEET L5.0.0 FOR PLANTING DETAILS. NOTESMATCHLINE - SEE SHEET L1.3.0 HYDRANT, TYP. SEE CIVIL 15 8 T H A V E S E PROPOSED MAINTENANCE BUILDING 6' HT TRASH ENCLOSURE, SEE ARCH LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE SEE 1/L1.2.0 FOR RESTORATION AREAS LANDSCAPE PLAN - SOUTH1 TYPICAL RESTORATION AREA - ENLARGEMENT3 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 CLEAR VISION AREA, TYP. EXISTING R-4 RESIDENTIAL LIMIT OF WORK PARKING AREA DRIVEWAY DRIVEWAY WALKWAY 15 ' - 0 " 15'-0" 82'-0" 27 ' - 0 " 63'-0" 101'-0" 52'-0"78 ' - 0 " 291'-0" 52 ' - 5 " FENCE, SEE ARCH WALL, SEE ARCH GATE, SEE ARCH SEE 1/THIS SHEET FOR LOCATIONS AND L1.3.0 FOR PLANT SCHEDULE. SEE CIVIL PLANS AND COORDINATE WITH UTILITY WORK. EXTENTS ARE APPROXIMATE. 25 ' - 0 " 19 ' - 0 " 6'-0" 137'-0" 137'-0" 31 3 ' - 0 " 17 0 ' - 0 " PR O P E R T Y L I N E 17'-0" REPAIR TO EXISTING CONDITIONS OR BETTER FOR ANY AREAS DISTURBED BY CONSTRUCTION, TYP. 15'-0" LANDSCAPE BUFFER, TYP. 10'-0" STREET FRONTAGE LANDSCAPING BUFFER, TREES OMITTED FOR FIRE TRUCK CLEAR VISION AREA CLEAR VISION AREA DIAGRAM, SEE 3/L1.3.0 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SIZE QTY TREES AC ACER CIRCINATUM VINE MAPLE CONT/B&B 2" CAL 4 CD CALOCEDRUS DECURRENS INCENSE CEDAR CONT/B&B 6' HT 6 CL CARPINUS BETULUS 'LUCAS'LUCAS EUROPEAN HORNBEAM CONT/B&B 2" CAL 2 PS PINUS CONTORTA SHORE PINE CONT/B&B 6' HT 3 PD PSEUDOTSUGA MENZIESII 2 TREES WILL REPLACE REMOVED ROW TREE #2708 DOUGLAS FIR CONT/B&B 6' HT 6 TE THUJA PLICATA `EXCELSA`EXCELSA WESTERN RED CEDAR CONT/B&B 6' HT 11 TH3 TSUGA HETEROPHYLLA WESTERN HEMLOCK CONT/B&B 5' HT MIN 5 ZC ZELKOVA SERRATA `JFS-KW1`CITY SPRITE® JAPANESE ZELKOVA CONT/B&B 2" CAL 6 SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.QTY SHRUBS AP ABELIA X GRANDIFLORA 'PROSTRATA'PROSTRATE WHITE ABELIA 3 GAL 182 GS5 GAULTHERIA SHALLON SALAL 2 GAL 157 HD3 HOLODISCUS DISCOLOR OCEAN-SPRAY 2 GAL 45 MA MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 126 MC2 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE 3 GAL 78 PW2 PHILADELPHUS LEWISII WILD MOCKORANGE 2 GAL 35 PM POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 536 PL PRUNUS LAUROCERASUS 'MOUNT VERNON'MOUNT VERNON ENGLISH LAUREL 2 GAL 83 RK RIBES SANGUINEUM `KING EDWARD VII`RED FLOWERING CURRANT 2 GAL 122 VO VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL 22 VD VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL 207 VINES CA CLEMATIS ARMANDII EVERGREEN CLEMATIS 5 GAL 6 LX LONICERA PERICLYMENUM 'INOV 86'PEACHES AND CREAM HONEYSUCKLE 5 GAL 7 SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SPACING QTY GROUND COVERS AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 24" o.c.56 FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL 30" o.c.209 MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 24" o.c.410 NE NATIVE ECO TURF SUNMARK SEEDS NATIVE ECO TURF HYDROSEED 32,500 SF SUN GROUNDCOVER MIX*12,186 SF AM ACHILLEA MILLEFOLIUM COMMON YARROW 1 GAL 20% @ 18" o.c.1,125 DG DESCHAMPSIA CESPITOSA 'GOLDTAU'GOLD DEW TUFTED HAIR GRASS 1 GAL 20% @ 24" o.c.634 FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL 55% @ 30" o.c.1,114 LR LUPINUS RIVULARIS RIVERBANK LUPINE 1 GAL 5% @ 24" o.c.158 SHADE GROUNDCOVER MIX*24,022 SF AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 33% @ 24" o.c.2,080 MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 33% @ 24" o.c.2,080 PM2 POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 33% @ 36" o.c.925 LOW-GROWING TURF SEED MIX SEE BMP C120 IN WSDOT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 3,310 SF AT AGROSTIS TENUIS COMMON BENTGRASS HYDROSEED 45%1,490 SF FA FESTUCA ARUNDINACEA TALL FESCUE HYDROSEED 30%993 SF FR FESTUCA RUBRA RED FESCUE HYDROSEED 20%662 SF LR2 LOLIUM PERENNE 'BARCLAY II'BARCLAY II PERENNIAL RYEGRASS HYDROSEED 5%166 SF PLANT SCHEDULE * PLANT ANY MIXES IN GROUPS OF 13-27 BY SPECIES SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SIZE QTY TREES AC ACER CIRCINATUM VINE MAPLE CONT/B&B 2" CAL 4 CD CALOCEDRUS DECURRENS INCENSE CEDAR CONT/B&B 6' HT 6 CL CARPINUS BETULUS 'LUCAS'LUCAS EUROPEAN HORNBEAM CONT/B&B 2" CAL 2 NS NYSSA SYLVATICA TUPELO CONT/B&B 2" CAL 3 PS PINUS CONTORTA SHORE PINE CONT/B&B 6' HT 3 PD PSEUDOTSUGA MENZIESII 2 TREES WILL REPLACE REMOVED ROW TREE #2708 DOUGLAS FIR CONT/B&B 6' HT 6 TE THUJA PLICATA `EXCELSA`EXCELSA WESTERN RED CEDAR CONT/B&B 6' HT 11 TH3 TSUGA HETEROPHYLLA WESTERN HEMLOCK CONT/B&B 5' HT MIN 5 ZC ZELKOVA SERRATA `JFS-KW1`CITY SPRITE® JAPANESE ZELKOVA CONT/B&B 2" CAL 6 SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.QTY SHRUBS AP ABELIA X GRANDIFLORA 'PROSTRATA'PROSTRATE WHITE ABELIA 3 GAL 265 GS5 GAULTHERIA SHALLON SALAL 2 GAL 160 HD3 HOLODISCUS DISCOLOR OCEAN-SPRAY 2 GAL 45 MA MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 126 MC2 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE 3 GAL 78 PW2 PHILADELPHUS LEWISII WILD MOCKORANGE 2 GAL 35 PM POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 536 PL PRUNUS LAUROCERASUS 'MOUNT VERNON'MOUNT VERNON ENGLISH LAUREL 2 GAL 83 RK RIBES SANGUINEUM `KING EDWARD VII`RED FLOWERING CURRANT 2 GAL 142 VO VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL 22 VD VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL 281 VINES CA CLEMATIS ARMANDII EVERGREEN CLEMATIS 5 GAL 6 LX LONICERA PERICLYMENUM 'INOV 86'PEACHES AND CREAM HONEYSUCKLE 5 GAL 7 SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SPACING QTY GROUND COVERS AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 24" o.c.56 FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL 30" o.c.216 MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 24" o.c.800 SUN GROUNDCOVER MIX*24,530 SF AM ACHILLEA MILLEFOLIUM COMMON YARROW 1 GAL 20% @ 18" o.c.2,265 DG DESCHAMPSIA CESPITOSA 'GOLDTAU'GOLD DEW TUFTED HAIR GRASS 1 GAL 20% @ 24" o.c.1,275 FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL 55% @ 30" o.c.2,243 LR LUPINUS RIVULARIS RIVERBANK LUPINE 1 GAL 5% @ 24" o.c.319 SHADE GROUNDCOVER MIX*24,840 SF AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 33% @ 24" o.c.2,151 MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 33% @ 24" o.c.2,151 PM2 POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 33% @ 36" o.c.957 LOW-GROWING TURF SEED MIX SEE BMP C120 IN WSDOT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 3,310 SF AT AGROSTIS TENUIS COMMON BENTGRASS HYDROSEED 45%1,490 SF FA FESTUCA ARUNDINACEA TALL FESCUE HYDROSEED 30%993 SF FR FESTUCA RUBRA RED FESCUE HYDROSEED 20%662 SF LR2 LOLIUM PERENNE 'BARCLAY II'BARCLAY II PERENNIAL RYEGRASS HYDROSEED 5%166 SF PLANT SCHEDULE - ALT 1 * PLANT ANY MIXES IN GROUPS OF 13-27 BY SPECIES FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 LANDSCAPE SCHEDULES L1.3.3 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 DN T LB A LB BB B B B B B B B GK K K K K K K K K K K LBLB LBLB LBLB BBB BBB B BA B B B B B A Y B K K K K K BB B B Y B B B B B B B B B A A A A A A S S S S S S S R R RL L L S S S S S S S S S S R L L R M T K K K K M M M M M M M M B LB A B B B S S S S S S S S 916.8 1" 1019.0 1" 1115.9 1" 1219.3 1" 135.68 1" 1416.9 1" 15.615 1" 19.116 1" 14.517 1" 537.0000 D C RS SS L M M M M M B B M M M M M M M M M M B B B B B BBB A AAA A A A M M L L 2014.2 1" 188.75 1" 1917.3 1" GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 MATCHLINE - SEE SHEET ###### IRRIGATION PLAN L1.4.0 SE 128TH ST PROPOSED BUILDING 15 8 T H A V E S E 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.SEE SHEET L1.4.4 FOR BASE IRRIGATION SCHEDULE. SEE SHEET L1.4.5 FOR ALT 1 IRRIGATION SCHEDULE. NOTES EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE IRRIGATION PLAN - NORTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 LIMIT OF WORK LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 7 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 M BF S S S S S S S S S S M M MM M M R R L L B B B B BB B B B BBB B B B B A A AA B B B B B B B B A A B B B B B LB LB LB LB A B LB LB LB LB LB LB LB LB LB LB LB LB LB LB A A A A A A 110.8 1" 216.5 1" 114" K 318.0 1" 16.94 1" K 518.0 1" 613.2 1" 716.8 1" 820.0 1" B 114" MV D 550.0000 546.0000 548.0000 B B B B B B B B B B B AA B B M M M M M M M M M M M M M M M M M M M M M M M M M M M M M B B B B B A A A A A A A A A A A A A A A A A A A A A A A A A M B B 2118.9 1" 13.822 1" 2318.9 1" 2418.9 1" 2518.9 1" 2614.2 1" 2719.7 1" 114" 1 L5.1.0 RPBA BACKFLOW IN AQUASHIELD ENCLOSURE 2 L5.1.0 DRAIN VALVE 3 L5.1.0 MUNRO COMPLETE PRO II BOOSTER PUMP 5 L5.1.1 QUICK COUPLER VALVE 1 L5.1.1 MASTER VALVE 4 L5.1.0 TRENCHING AND SLEEVING 5 L5.1.0 ISOLATION BALL VALVE 1-1/4" S S R L B B S S R L B B IRRIGATION PLAN L1.4.1 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.SEE SHEET L1.4.4 FOR BASE IRRIGATION SCHEDULE. SEE SHEET L1.4.5 FOR ALT 1 IRRIGATION SCHEDULE. NOTES MATCHLINE - SEE SHEET ###### 15 8 T H A V E S E EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE MATCHLINE - SEE 1/THIS SHEET MATCHLINE - SEE 2/THIS SHEET IRRIGATION PLAN - SOUTH2RESTORATION AREA1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 15 8 T H A V E S E LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 LIMIT OF WORK GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 GRAPHIC SCALE 0 40 80 FEET 1" = 40 FEET 20 SEE PLANTING PLAN AND NOTE #3 ON SHEET L1.3.0 FOR WATERING INSTRUCTIONS FOR NON PERMANENT IRRIGATION AREAS. 08/20/2025 27 R-345468 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 DN T LB A LB LB LB LB LB LB LB BB B B B B B B B GK K K K K K K K K K K LBLB LBLB LBLB BBB BBB B BA B B B B B A Y B K K K K K BB B B Y B B B B B B B B B A A A A A A A A A A A A A S S S S S S S R R RL L L S S S S S S S S S S R L L R M T T G K K K K M M M M M M M M B LB A B B B S S S S S S S S 1016.8 1" 1119.0 1" 1215.9 1" 1319.3 1" 145.68 1" 1516.9 1" 15.616 1" 19.117 1" 18.918 1" 20.319 1" 537.0000 D L M M M M M LR RL GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 MATCHLINE - SEE SHEET ###### ALT 1. IRRIGATION PLAN L1.4.2 SE 128TH ST PROPOSED BUILDING 15 8 T H A V E S E 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.SEE SHEET L1.4.4 FOR BASE IRRIGATION SCHEDULE. SEE SHEET L1.4.5 FOR ALT 1 IRRIGATION SCHEDULE. NOTES EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE ALT 1 IRRIGATION PLAN - NORTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 4/14/2026 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS1 7/3/25 3PH POWER ROUTING7 4/14/26 LIMIT OF WORK LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 7 7 04/14/2026 27 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 1 L5.1.0 RPBA BACKFLOW IN AQUASHIELD ENCLOSURE 2 L5.1.0 DRAIN VALVE 3 L5.1.0 MUNRO COMPLETE PRO II BOOSTER PUMP 5 L5.1.1 QUICK COUPLER VALVE 1 L5.1.1 MASTER VALVE 4 L5.1.0 TRENCHING AND SLEEVING 5 L5.1.0 ISOLATION BALL VALVE 1-1/4" M BF S S S S S S S S S S M M MM M M R R L L B B B B BB B B B BBB B B B B A A AA B B B B B B B B A A B B B B B LB LB LB LB A B LB LB LB LB LB LB LB LB LB LB LB LB LB LB A A A A A A B B B B B B 111.2 1"216.5 1" 114" 114" K K K K K K K K K K K K K K K K LB LB LB LBLB LB LB A AAA L L T K L 318.0 1" 16.94 1" K 518.0 1" 613.2 1" 6.697 1" 816.8 1" 920.0 1" B 19.620 1" 6.6121 2" 114" 229.55 1" MV D 550.0000 546.0000 548.0000 C RS K ALT 1. IRRIGATION PLAN L1.4.3 1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE RESTORED AND TO PRECONSTRUCTION STATE OR BETTER. 2.SEE SHEET L1.4.4 FOR BASE IRRIGATION SCHEDULE. SEE SHEET L1.4.5 FOR ALT 1 IRRIGATION SCHEDULE. NOTES MATCHLINE - SEE SHEET ###### 15 8 T H A V E S E PROPOSED MAINTENANCE BUILDINGEX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE ALT 1 IRRIGATION PLAN - SOUTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING MULCH 8 L5.0.0 GRAVEL MAINTENANCE STRIP CRITICAL ROOT ZONE 6 L5.0.0 LIMIT OF WORK GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 08/20/2025 27 R-345470 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER MP CORNER PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS30 BODY. 30 3/L5.1.1 HUNTER MP STRIP PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP, RCS=COPPER RIGHT STRIP. 30 3/L5.1.1 HUNTER MP1000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 30 3/L5.1.1 HUNTER MP2000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 30 3/L5.1.1 HUNTER MP3000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 30 3/L5.1.1 HUNTER MP3500 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 35 3/L5.1.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 2/L5.1.1 HUNTER HQ-5LRC QUICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 1-PIECE BODY. 5/L5.1.1 BRASS BALL ISOLATION VALVE FULLY PORTED, SAME SIZE AS PIPE 5/L5.1.0 HUNTER IBV 1" 1IN. BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 1/L5.1.1 DRAIN VALVE 2/L5.1.0 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1/L5.1.0 HUNTER HPC-400-DM W/ (1) PCM 1600 MODULE 4 STATION WITH 2-WIRE AND (1) PCM 1600 MODULE OUTDOOR WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH TOUCHSCREEN. PLASTIC CABINET 4/L5.1.1 HUNTER MWS-FR WEATHER STATION WITH RAIN SENSOR, WIND SENSOR AND FREEZE SENSOR, 120 VAC, 5 AMP. 5 YEAR WARRANTY. MUNRO CP075B COMPLETE PUMP PACKAGE: • 3/4HP, SINGLE-PHASE TURF IRRIG PUMP, 2IN. INTAKE, 1-1/2IN. DISCHARGE • PUMP START + PUMP PROTECTION – SS 220V SMARTBOX WORKS W/ LOW-AMP (<.35) CONTROLLERS OR 2-WIRE SYSTEMS • PRESSURE GAUGE • PRESSURE & TEMP SENSORS • INTAKE & DISCHARGE FITTINGS • ENCLOSURE –LOCKABLE, POWDERCOATED, SS, VENTED TO KEEP PUMP COOL, FLEXIBLE DESIGN FOR RIGHT/LEFT FACING & SIDE/BOTTOM DISCHARGE. FOR PRODUCT SELECTION ASSISTANCE OR ADDITIONAL INFO: 800-942-4270 OR TECHNICALSUPPORT@MUNROPUMP.COM 3/L5.1.0 WATER METER 1" SEE CIVIL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4/L5.1.0 IRRIGATION MAINLINE: PVC SCHEDULE 40 4/L5.1.0 PIPE SLEEVE: PVC SCHEDULE 40 4/L5.1.0 T L S R LST RSTSST M L O K G R B Y A LB MV D BF C RS M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE CRITICAL ANALYSIS NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 HUNTER ICV-G 1"SHRUB ROTARY 10.82 34.3 51.4 0.44 in/h 2 HUNTER ICV-G 1"SHRUB ROTARY 16.53 35.7 53.5 0.29 in/h 3 HUNTER ICV-G 1"SHRUB ROTARY 17.97 36.3 54.5 0.36 in/h 4 HUNTER ICV-G 1"SHRUB ROTARY 16.9 34.6 52.0 0.32 in/h 5 HUNTER ICV-G 1"SHRUB ROTARY 17.95 35.2 54.2 0.33 in/h 6 HUNTER ICV-G 1"SHRUB ROTARY 13.18 39.8 57.5 0.23 in/h 7 HUNTER ICV-G 1"SHRUB ROTARY 16.84 39.5 59.7 0.28 in/h 8 HUNTER ICV-G 1"SHRUB ROTARY 19.99 40.9 64.1 0.3 in/h 9 HUNTER ICV-G 1"SHRUB ROTARY 16.78 35.5 56.5 0.31 in/h 10 HUNTER ICV-G 1"SHRUB ROTARY 18.95 34.8 57.8 0.3 in/h 11 HUNTER ICV-G 1"SHRUB ROTARY 15.92 36.6 57.3 0.26 in/h 12 HUNTER ICV-G 1"SHRUB ROTARY 19.33 34.8 57.9 0.4 in/h 13 HUNTER ICV-G 1"SHRUB ROTARY 5.68 33.1 48.5 0.76 in/h 14 HUNTER ICV-G 1"SHRUB ROTARY 16.95 34.0 55.1 0.59 in/h 15 HUNTER ICV-G 1"SHRUB ROTARY 15.57 34.9 55 0.46 in/h 16 HUNTER ICV-G 1"SHRUB ROTARY 19.13 42.5 65.6 0.41 in/h 17 HUNTER ICV-G 1"SHRUB ROTARY 14.54 40.9 60.3 0.32 in/h 18 HUNTER ICV-G 1"SHRUB ROTARY 8.75 36.5 53.6 0.24 in/h 19 HUNTER ICV-G 1"SHRUB ROTARY 17.32 36.7 57.7 0.22 in/h 20 HUNTER ICV-G 1"SHRUB ROTARY 14.17 36.4 55.5 0.19 in/h 21 HUNTER ICV-G 1"SHRUB ROTARY 18.88 36.9 58.5 0.22 in/h 22 HUNTER ICV-G 1"SHRUB ROTARY 13.75 32.1 50.7 0.41 in/h 23 HUNTER ICV-G 1"SHRUB ROTARY 18.89 37.5 58.6 0.22 in/h 24 HUNTER ICV-G 1"SHRUB ROTARY 18.89 36.5 57.3 0.23 in/h 25 HUNTER ICV-G 1"SHRUB ROTARY 18.89 37.1 57.6 0.23 in/h 26 HUNTER ICV-G 1"SHRUB ROTARY 14.18 36.8 54.7 0.19 in/h 27 HUNTER ICV-G 1"SHRUB ROTARY 19.69 37.0 56.7 0.28 in/h VALVE SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 HUNTER ICV-G SHRUB ROTARY 0.44 in/h 0.7 97 1,050 350 2 HUNTER ICV-G SHRUB ROTARY 0.29 in/h 0.7 148 2,446 815 3 HUNTER ICV-G SHRUB ROTARY 0.36 in/h 0.7 117 2,102 701 4 HUNTER ICV-G SHRUB ROTARY 0.32 in/h 0.7 133 2,248 749 5 HUNTER ICV-G SHRUB ROTARY 0.33 in/h 0.7 128 2,298 766 6 HUNTER ICV-G SHRUB ROTARY 0.23 in/h 0.7 184 2,424 808 7 HUNTER ICV-G SHRUB ROTARY 0.28 in/h 0.7 153 2,577 859 8 HUNTER ICV-G SHRUB ROTARY 0.3 in/h 0.7 139 2,779 926 9 HUNTER ICV-G SHRUB ROTARY 0.31 in/h 0.7 136 2,282 761 10 HUNTER ICV-G SHRUB ROTARY 0.3 in/h 0.7 141 2,672 891 11 HUNTER ICV-G SHRUB ROTARY 0.26 in/h 0.7 165 2,627 876 12 HUNTER ICV-G SHRUB ROTARY 0.4 in/h 0.7 107 2,069 690 13 HUNTER ICV-G SHRUB ROTARY 0.76 in/h 0.7 56 318 106 14 HUNTER ICV-G SHRUB ROTARY 0.59 in/h 0.7 72 1,220 407 15 HUNTER ICV-G SHRUB ROTARY 0.46 in/h 0.7 91 1,417 472 16 HUNTER ICV-G SHRUB ROTARY 0.41 in/h 0.7 103 1,970 657 17 HUNTER ICV-G SHRUB ROTARY 0.32 in/h 0.7 134 1,949 650 18 HUNTER ICV-G SHRUB ROTARY 0.24 in/h 0.7 174 1,523 508 19 HUNTER ICV-G SHRUB ROTARY 0.22 in/h 0.7 188 3,255 1,085 20 HUNTER ICV-G SHRUB ROTARY 0.19 in/h 0.7 223 3,159 1,053 21 HUNTER ICV-G SHRUB ROTARY 0.22 in/h 0.7 189 3,569 1,190 22 HUNTER ICV-G SHRUB ROTARY 0.41 in/h 0.7 104 1,430 477 23 HUNTER ICV-G SHRUB ROTARY 0.22 in/h 0.7 194 3,665 1,222 24 HUNTER ICV-G SHRUB ROTARY 0.23 in/h 0.7 183 3,457 1,152 25 HUNTER ICV-G SHRUB ROTARY 0.23 in/h 0.7 183 3,457 1,152 26 HUNTER ICV-G SHRUB ROTARY 0.19 in/h 0.7 216 3,062 1,021 27 HUNTER ICV-G SHRUB ROTARY 0.28 in/h 0.7 150 2,953 984 TOTALS:3,908 63,978 21,326 WATERING SCHEDULE 20 15 10 5 0 00 : 0 0 00 : 1 5 00 : 3 0 00 : 4 5 01 : 0 0 01 : 1 5 01 : 3 0 01 : 4 5 02 : 0 0 02 : 1 5 02 : 3 0 02 : 4 5 03 : 0 0 03 : 1 5 03 : 3 0 03 : 4 5 04 : 0 0 04 : 1 5 04 : 3 0 04 : 4 5 05 : 0 0 05 : 1 5 05 : 3 0 05 : 4 5 06 : 0 0 06 : 1 5 06 : 3 0 06 : 4 5 07 : 0 0 07 : 1 5 07 : 3 0 07 : 4 5 08 : 0 0 08 : 1 5 08 : 3 0 08 : 4 5 09 : 0 0 Program: (1) Total Time: 08:56 Total Water Use: 9,131 gallons Max Allowed GPM: 20 RUNTIME SUMMARY Time GPM TIME CONTROLLER NUMBER ACTION 00:00 C 8 ON 00:20 C 8 OFF 00:20 C 27 ON 00:41 C 27 OFF 00:41 C 12 ON 00:56 C 12 OFF 00:56 C 16 ON 01:11 C 16 OFF 01:11 C 10 ON 01:31 C 10 OFF 01:31 C 25 ON 01:57 C 25 OFF 01:57 C 24 ON 02:23 C 24 OFF 02:23 C 23 ON 02:51 C 23 OFF 02:51 C 21 ON 03:18 C 21 OFF 03:18 C 3 ON 03:35 C 3 OFF 03:35 C 5 ON 03:53 C 5 OFF 03:53 C 19 ON 04:20 C 19 OFF 04:20 C 14 ON 04:30 C 14 OFF 04:30 C 4 ON 04:49 C 4 OFF 04:49 C 7 ON 05:11 C 7 OFF 05:11 C 9 ON 05:30 C 9 OFF 05:30 C 2 ON 05:51 C 2 OFF 05:51 C 11 ON 06:15 C 11 OFF 06:15 C 15 ON 06:28 C 15 OFF 06:28 C 17 ON 06:47 C 17 OFF 06:47 C 26 ON 06:47 C 13 ON 06:55 C 13 OFF 07:18 C 26 OFF 07:18 C 20 ON 07:50 C 20 OFF 07:50 C 22 ON 08:05 C 22 OFF 08:05 C 6 ON 08:31 C 6 OFF 08:31 C 1 ON 08:31 C 18 ON 08:45 C 1 OFF 08:56 C 18 OFF RUNTIME SCHEDULE Generated:2025-07-07 16:24 P.O.C. NUMBER: 01 Water Source Information:SEE CIVIL FLOW AVAILABLE Water Meter Size:1" Flow Available 20.38 GPM PRESSURE AVAILABLE Static Pressure at POC:40 PSI Elevation Change:5.00 ft Service Line Size:1" Length of Service Line:20 ft Booster Pump pressure provided:40 PSI Pressure Available:76 PSI DESIGN ANALYSIS Maximum Station Flow:19.99 GPM Flow Available at POC:20.38 GPM Residual Flow Available:0.39 GPM Critical Station:16 Design Pressure:35 PSI Friction Loss:4.12 PSI Fittings Loss:0.41 PSI Elevation Loss:0 PSI Loss through Valve:3 PSI Pressure Req. at Critical Station:42.5 PSI Loss for Fittings:0.62 PSI Loss for Main Line:6.23 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.2 PSI Loss for Master Valve:3 PSI Loss for Water Meter:2.03 PSI Critical Station Pressure at POC:65.6 PSI Pressure Available:76 PSI Residual Pressure Available:10.4 PSI IRRIGATION SCHEDULE L1.4.4 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 08/20/2025 27 R-345471 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER MP CORNER PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS30 BODY. 30 3/L5.1.1 HUNTER MP STRIP PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP, RCS=COPPER RIGHT STRIP. 30 3/L5.1.1 HUNTER MP1000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 30 3/L5.1.1 HUNTER MP2000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 30 3/L5.1.1 HUNTER MP3000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 30 3/L5.1.1 HUNTER MP3500 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 35 3/L5.1.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 2/L5.1.1 HUNTER HQ-5LRC QUICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 1-PIECE BODY. 5/L5.1.1 BRASS BALL ISOLATION VALVE FULLY PORTED, SAME SIZE AS PIPE 5/L5.1.0 HUNTER IBV 1" 1IN. BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 1/L5.1.1 DRAIN VALVE 2/L5.1.0 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1/L5.1.0 HUNTER HPC-400-DM W/ (1) PCM 1600 MODULE 4 STATION WITH 2-WIRE AND (1) PCM 1600 MODULE OUTDOOR WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH TOUCHSCREEN. PLASTIC CABINET 4/L5.1.1 HUNTER MWS-FR WEATHER STATION WITH RAIN SENSOR, WIND SENSOR AND FREEZE SENSOR, 120 VAC, 5 AMP. 5 YEAR WARRANTY. MUNRO CP075B COMPLETE PUMP PACKAGE: • 3/4HP, SINGLE-PHASE TURF IRRIG PUMP, 2IN. INTAKE, 1-1/2IN. DISCHARGE • PUMP START + PUMP PROTECTION – SS 220V SMARTBOX WORKS W/ LOW-AMP (<.35) CONTROLLERS OR 2-WIRE SYSTEMS • PRESSURE GAUGE • PRESSURE & TEMP SENSORS • INTAKE & DISCHARGE FITTINGS • ENCLOSURE –LOCKABLE, POWDERCOATED, SS, VENTED TO KEEP PUMP COOL, FLEXIBLE DESIGN FOR RIGHT/LEFT FACING & SIDE/BOTTOM DISCHARGE. FOR PRODUCT SELECTION ASSISTANCE OR ADDITIONAL INFO: 800-942-4270 OR TECHNICALSUPPORT@MUNROPUMP.COM 3/L5.1.0 WATER METER 1" SEE CIVIL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4/L5.1.0 IRRIGATION MAINLINE: PVC SCHEDULE 40 4/L5.1.0 PIPE SLEEVE: PVC SCHEDULE 40 4/L5.1.0 T L S R LST RSTSST M L O K G R B Y A LB MV D BF C RS M #" # Valve Number Valve Size Valve Flow Valve Callout # ALT 1 IRRIGATION SCHEDULE Generated:2025-03-21 08:53 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 20.38 GPM PRESSURE AVAILABLE Static Pressure at POC:40 PSI Elevation Change:5.00 ft Service Line Size:1" Length of Service Line:20 ft Booster Pump pressure provided:40 PSI Pressure Available:76 PSI DESIGN ANALYSIS Maximum Station Flow:20.29 GPM Flow Available at POC:20.38 GPM Residual Flow Available:0.09 GPM Critical Station:17 Design Pressure:35 PSI Friction Loss:3.29 PSI Fittings Loss:0.33 PSI Elevation Loss:0 PSI Loss through Valve:3 PSI Pressure Req. at Critical Station:41.6 PSI Loss for Fittings:0.62 PSI Loss for Main Line:6.24 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.3 PSI Loss for Water Meter:2.03 PSI Critical Station Pressure at POC:62.8 PSI Pressure Available:76 PSI Residual Pressure Available:13.2 PSI ALT 1 CRITICAL ANALYSIS NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 HUNTER ICV-G 1"SHRUB ROTARY 11.2 33.5 47.7 0.43 in/h 2 HUNTER ICV-G 1"SHRUB ROTARY 16.53 34.1 49.8 0.29 in/h 3 HUNTER ICV-G 1"SHRUB ROTARY 17.97 34.8 51 0.36 in/h 4 HUNTER ICV-G 1"SHRUB ROTARY 16.9 33.6 49 0.32 in/h 5 HUNTER ICV-G 1"SHRUB ROTARY 17.95 33.9 50.9 0.33 in/h 6 HUNTER ICV-G 1"SHRUB ROTARY 13.18 36.4 51.6 0.23 in/h 7 HUNTER ICV-G 1"SHRUB ROTARY 6.69 32.8 46.3 0.39 in/h 8 HUNTER ICV-G 1"SHRUB ROTARY 16.84 38.5 56.7 0.28 in/h 9 HUNTER ICV-G 1"SHRUB ROTARY 19.99 40.1 61.4 0.3 in/h 10 HUNTER ICV-G 1"SHRUB ROTARY 16.78 33.8 52.8 0.31 in/h 11 HUNTER ICV-G 1"SHRUB ROTARY 18.95 34.1 55.0 0.3 in/h 12 HUNTER ICV-G 1"SHRUB ROTARY 15.92 34.6 53.2 0.26 in/h 13 HUNTER ICV-G 1"SHRUB ROTARY 19.33 33.8 54.9 0.4 in/h 14 HUNTER ICV-G 1"SHRUB ROTARY 6.13 33.3 46.7 0.67 in/h 15 HUNTER ICV-G 1"SHRUB ROTARY 16.95 33.4 52.4 0.59 in/h 16 HUNTER ICV-G 1"SHRUB ROTARY 14.53 34.3 51.7 0.47 in/h 17 HUNTER ICV-G 1"SHRUB ROTARY 19.13 41.6 62.8 0.41 in/h 18 HUNTER ICV-G 1"SHRUB ROTARY 18.86 39.3 59.6 0.3 in/h 19 HUNTER ICV-G 1"SHRUB ROTARY 20.29 41.0 62.4 0.26 in/h 20 HUNTER ICV-G 1"SHRUB ROTARY 19.62 36.1 56.3 0.34 in/h 21 HUNTER ICV-G 2"SHRUB ROTARY 6.61 36.3 49.7 0.21 in/h 22 HUNTER ICV-G 1"SHRUB ROTARY 9.55 31.8 45.7 0.37 in/h ALT 1 VALVE SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 HUNTER ICV-G SHRUB ROTARY 0.43 in/h 0.7 98 1,098 366 2 HUNTER ICV-G SHRUB ROTARY 0.29 in/h 0.7 148 2,446 815 3 HUNTER ICV-G SHRUB ROTARY 0.36 in/h 0.7 117 2,102 701 4 HUNTER ICV-G SHRUB ROTARY 0.32 in/h 0.7 133 2,248 749 5 HUNTER ICV-G SHRUB ROTARY 0.33 in/h 0.7 128 2,298 766 6 HUNTER ICV-G SHRUB ROTARY 0.23 in/h 0.7 184 2,424 808 7 HUNTER ICV-G SHRUB ROTARY 0.39 in/h 0.7 109 729 243 8 HUNTER ICV-G SHRUB ROTARY 0.28 in/h 0.7 153 2,577 859 9 HUNTER ICV-G SHRUB ROTARY 0.3 in/h 0.7 139 2,779 926 10 HUNTER ICV-G SHRUB ROTARY 0.31 in/h 0.7 136 2,282 761 11 HUNTER ICV-G SHRUB ROTARY 0.3 in/h 0.7 141 2,672 891 12 HUNTER ICV-G SHRUB ROTARY 0.26 in/h 0.7 165 2,627 876 13 HUNTER ICV-G SHRUB ROTARY 0.4 in/h 0.7 107 2,069 690 14 HUNTER ICV-G SHRUB ROTARY 0.67 in/h 0.7 63 386 129 15 HUNTER ICV-G SHRUB ROTARY 0.59 in/h 0.7 72 1,220 407 16 HUNTER ICV-G SHRUB ROTARY 0.47 in/h 0.7 90 1,307 436 17 HUNTER ICV-G SHRUB ROTARY 0.41 in/h 0.7 103 1,970 657 18 HUNTER ICV-G SHRUB ROTARY 0.3 in/h 0.7 142 2,678 893 19 HUNTER ICV-G SHRUB ROTARY 0.26 in/h 0.7 162 3,288 1,096 20 HUNTER ICV-G SHRUB ROTARY 0.34 in/h 0.7 125 2,452 817 21 HUNTER ICV-G SHRUB ROTARY 0.21 in/h 0.7 203 1,342 447 22 HUNTER ICV-G SHRUB ROTARY 0.37 in/h 0.7 114 1,089 363 TOTALS:2,832 44,083 14,694 ALT 1 WATERING SCHEDULE TIME CONTROLLER NUMBER ACTION 00:00 C 19 ON 00:53 C 19 OFF 00:53 C 9 ON 01:39 C 9 OFF 01:39 C 20 ON 02:20 C 20 OFF 02:20 C 13 ON 02:55 C 13 OFF 02:55 C 17 ON 03:29 C 17 OFF 03:29 C 11 ON 04:15 C 11 OFF 04:15 C 18 ON 05:01 C 18 OFF 05:01 C 3 ON 05:39 C 3 OFF 05:39 C 5 ON 06:21 C 5 OFF 06:21 C 15 ON 06:44 C 15 OFF 06:44 C 4 ON 07:28 C 4 OFF 07:28 C 8 ON 08:18 C 8 OFF 08:18 C 10 ON 09:03 C 10 OFF 09:03 C 2 ON 09:51 C 2 OFF 09:51 C 12 ON 10:45 C 12 OFF 10:45 C 16 ON 11:14 C 16 OFF 11:14 C 6 ON 11:14 C 7 ON 11:50 C 7 OFF 11:50 C 21 ON 12:14 C 6 OFF 12:14 C 1 ON 12:46 C 1 OFF 12:46 C 22 ON 12:57 C 21 OFF 12:57 C 14 ON 13:18 C 14 OFF 13:23 C 22 OFF ALT 1 RUNTIME SCHEDULE 25 20 15 10 5 0 00 : 0 0 00 : 1 0 00 : 2 0 00 : 3 0 00 : 4 0 00 : 5 0 01 : 0 0 01 : 1 0 01 : 2 0 01 : 3 0 01 : 4 0 01 : 5 0 02 : 0 0 02 : 1 0 02 : 2 0 02 : 3 0 02 : 4 0 02 : 5 0 03 : 0 0 03 : 1 0 03 : 2 0 03 : 3 0 03 : 4 0 03 : 5 0 04 : 0 0 04 : 1 0 04 : 2 0 04 : 3 0 04 : 4 0 04 : 5 0 05 : 0 0 05 : 1 0 05 : 2 0 05 : 3 0 05 : 4 0 05 : 5 0 06 : 0 0 Program: (1) Total Time: 05:50 Total Water Use: 6,286 gallons Max Allowed GPM: 20 ALT 1 RUNTIME SUMMARY Time GPM ALT 1. IRRIGATION SCHEDULE L1.4.5 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 08/20/2025 27 R-345472 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 MATCHLINE - SEE SHEET L1.3.1 SOILS PLAN L1.5.0 SE 128TH ST PROPOSED FIRE STATION #16 BUILDING 15 8 T H A V E S E LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING 8 L5.0.0 CRITICAL ROOT ZONE EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE SOILS PLAN - NORTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 PR O P E R T Y L I N E SYMBOL CODE DESCRIPTION QTY OUTSIDE TREE PROTECTION FENCE (REGRADED)148,545 SF INSIDE TREE PROTECTION FENCE 12,461 SF MULCH 16,343 SF GRAVEL 1,420 SF 1 2 4 5 SOIL PREPARATION SCHEDULE SOIL PREPARATION 1" = 1'-0" EXISTING SUBGRADE, ROTOTILLED AS SPECIFIED AND ROUGH GRADED TO SAME PROFILE AS FINISH GRADE LESS DEPTH REQUIRED FOR TOPSOIL. APPLY 4" OF IMPORTED TOPSOIL, COMBINE WITH TOP 2" OF EXISTING, TILLED SUBGRADE 3" DEPTH MULCH OVER PLANTING BED AREA 1' 1 P-2024-RRF-21 SOIL PREPARATION AT EXISTING TREES 1" = 1'-0" NOTES: 1.ALL WORK BELOW THE DRIP LINE OF EXISTING TREES SHALL BE BY HAND. 2.PRIOR TO SURFACE PREPARATION, OUTLINE OF EACH BED SHALL BE STAKED BY CONTRACTOR IN ORDER FOR LANDSCAPE ARCHITECT TO REVIEW MULCHING AND PLANTING PLAN AT START OF WORK, TO MINIMIZE IMPACT TO EXISTING ROOT ZONE. 3.SEE SPECIFICATION SECTION 329115 - SOIL PREPARATION FOR ADDITIONAL INFORMATION. 4.SEE SOIL PREPARATION PLAN ON SHEET LXXX FOR SOIL REGIONS. EXISTING TOPSOIL. REMOVE EXISTING VEGETATION. TREES AND SHRUBS TO REMAIN. APPLY 1" DEPTH COMPOST OVER PLANTING BED AREA AND WORK INTO TOP 2" OF EXISTING SOIL BY HAND. FINISH GRADE MULCH, KEEP 2" CLEAR OF TRUNK2" P-2024-RRF-232 *SEE NOTES FOR MORE INFORMATION ABOUT EACH CLASSIFICATION. 1.CLEAR AND GRUB INVASIVE VEGETATION AS DEFINED BY STATE NOXIOUS WEED CONTROL BOARD LISTS. 1.1.CLASS C LIST: HTTPS://WWW.NWCB.WA.GOV/CLASS-C-NOXIOUS-WEEDS 2.OUTSIDE TREE PROTECTION FENCE (REGRADED): 2.1.GRADE SUBGRADE TO 8" BELOW FINISHED GRADE. FOLLOW STANDARD TOPSOIL PLACEMENT PROCEDURE WITH TILLING AND PLACING IN LIFTS PER SPECIFICATIONS. 2.2.WORK MAY BE DONE WITH MACHINES. ALL ROOTS AND TOPSOIL CONTAMINATED WITH WEED SEED TO BE REMOVED. INSTALL IMPORTED TOPSOIL PER SPECIFICATIONS. 3.INSIDE TREE PROTECTION FENCE: 3.1.LAWN OUTSIDE TREE DRIP LINES: MECHANICALLY REMOVE UP TO 6" DEPTH TOPSOIL TO REMOVE GRASS AND ROOTS. PLACE TOPSOIL WITH TILLING AS REQUIRED TO BLEND NEW AND EXISTING SOIL 3.2.WEED SHRUBS AND GROUNDCOVERS OR LAWN WITHIN TREE DRIPLINE: WORK TO BE DONE BY HAND WITH MINIMAL DISTURBANCE TO TREES TO REMAIN. PESTICIDES MAY BE USED BY LICENSED PESTICIDE APPLICATOR AS RECOMMENDED FOR TREATMENT BY THE WEED CONTROL BOARD TO SPOT TREAT RESPROUT. NOTES 08/20/2025 27 R-345473 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 SYMBOL CODE DESCRIPTION QTY DETAIL OUTSIDE TREE PROTECTION FENCE (REGRADED)81,923 SF INSIDE TREE PROTECTION FENCE 6,926 SF MULCH 8,626 SF GRAVEL 507 SF 1 2 4 5 SOIL PREPARATION SCHEDULE MATCHLINE - SEE SHEET L1.3.0 15 8 T H A V E S E LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING 8 L5.0.0 CRITICAL ROOT ZONE EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE SEE 1/L1.2.0 FOR RESTORATION AREAS SOILS PLAN - SOUTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 PR O P E R T Y L I N E SOILS PLAN L1.5.1 GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 *SEE NOTES FOR MORE INFORMATION ABOUT EACH CLASSIFICATION. 1.CLEAR AND GRUB INVASIVE VEGETATION AS DEFINED BY STATE NOXIOUS WEED CONTROL BOARD LISTS. 1.1.CLASS C LIST: HTTPS://WWW.NWCB.WA.GOV/CLASS-C-NOXIOUS-WEEDS 2.OUTSIDE TREE PROTECTION FENCE (REGRADED): 2.1.GRADE SUBGRADE TO 8" BELOW FINISHED GRADE. FOLLOW STANDARD TOPSOIL PLACEMENT PROCEDURE WITH TILLING AND PLACING IN LIFTS PER SPECIFICATIONS. 2.2.WORK MAY BE DONE WITH MACHINES. ALL ROOTS AND TOPSOIL CONTAMINATED WITH WEED SEED TO BE REMOVED. INSTALL IMPORTED TOPSOIL PER SPECIFICATIONS. 3.INSIDE TREE PROTECTION FENCE: 3.1.LAWN OUTSIDE TREE DRIP LINES: MECHANICALLY REMOVE UP TO 6" DEPTH TOPSOIL TO REMOVE GRASS AND ROOTS. PLACE TOPSOIL WITH TILLING AS REQUIRED TO BLEND NEW AND EXISTING SOIL 3.2.WEED SHRUBS AND GROUNDCOVERS OR LAWN WITHIN TREE DRIPLINE: WORK TO BE DONE BY HAND WITH MINIMAL DISTURBANCE TO TREES TO REMAIN. PESTICIDES MAY BE USED BY LICENSED PESTICIDE APPLICATOR AS RECOMMENDED FOR TREATMENT BY THE WEED CONTROL BOARD TO SPOT TREAT RESPROUT. NOTES 08/20/2025 27 R-345474 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 SYMBOL CODE DESCRIPTION QTY DETAIL OUTSIDE TREE PROTECTION FENCE (REGRADED)66,493 SF INSIDE TREE PROTECTION FENCE 5,536 SF MULCH 7,716 SF GRAVEL 913 SF 1 2 4 5 SOIL PREPARATION SCHEDULE - ALT 1 MATCHLINE - SEE SHEET L1.3.0 15 8 T H A V E S E PROPOSED MAINTENANCE BUILDING LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE TO REMAIN TREE PROTECTION FENCING 8 L5.0.0 CRITICAL ROOT ZONE EX I S T I N G R - 4 R E S I D E N T I A L PR O P E R T Y L I N E PROPERTY LINE SOILS PLAN - SOUTH1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 PR O P E R T Y L I N E ALT 1. SOILS PLAN L1.5.2 GRAPHIC SCALE 0 20 40 FEET 1" = 20 FEET 10 *SEE NOTES FOR MORE INFORMATION ABOUT EACH CLASSIFICATION. 1.CLEAR AND GRUB INVASIVE VEGETATION AS DEFINED BY STATE NOXIOUS WEED CONTROL BOARD LISTS. 1.1.CLASS C LIST: HTTPS://WWW.NWCB.WA.GOV/CLASS-C-NOXIOUS-WEEDS 2.OUTSIDE TREE PROTECTION FENCE (REGRADED): 2.1.GRADE SUBGRADE TO 8" BELOW FINISHED GRADE. FOLLOW STANDARD TOPSOIL PLACEMENT PROCEDURE WITH TILLING AND PLACING IN LIFTS PER SPECIFICATIONS. 2.2.WORK MAY BE DONE WITH MACHINES. ALL ROOTS AND TOPSOIL CONTAMINATED WITH WEED SEED TO BE REMOVED. INSTALL IMPORTED TOPSOIL PER SPECIFICATIONS. 3.INSIDE TREE PROTECTION FENCE: 3.1.LAWN OUTSIDE TREE DRIP LINES: MECHANICALLY REMOVE UP TO 6" DEPTH TOPSOIL TO REMOVE GRASS AND ROOTS. PLACE TOPSOIL WITH TILLING AS REQUIRED TO BLEND NEW AND EXISTING SOIL 3.2.WEED SHRUBS AND GROUNDCOVERS OR LAWN WITHIN TREE DRIPLINE: WORK TO BE DONE BY HAND WITH MINIMAL DISTURBANCE TO TREES TO REMAIN. PESTICIDES MAY BE USED BY LICENSED PESTICIDE APPLICATOR AS RECOMMENDED FOR TREATMENT BY THE WEED CONTROL BOARD TO SPOT TREAT RESPROUT. NOTES 08/20/2025 27 R-345475 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 DETAILS L5.0.0 ROOTBALL 1" = 1'-0" REMOVE WIRE BASKET (NO EXCEPTIONS) AND ANY OTHER SYNTHETIC MATERIAL FROM ROOTBALL. CUT BACK AND REMOVE BURLAP FROM TOP AND SIDE OF ROOTBALL. SET BALL ON COMPACTED SOIL MOUND TO PREVENT SETTLING. NOTES: 1.TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2.REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 3.REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE PRIOR TO PLANTING. 4.PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. TRUNK FLARE BOTTOM OF TRUNK FLARE. LOCATE BOTTOM OF TRUNK FLARE 1" MIN. ABOVE ADJACENT FINISH GRADE. 1" M I N . RO O T B A L L MULCH LAYER, HOLD OFF FROM TREE TRUNK FINISH GRADE P-2023-HTH-021 NOTES: 1.TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 2.PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. 3"-4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT 3" MULCH. NO MULCH AGAINST TRUNK BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE SETTLING.3X ROOTBALL AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. CONIFER TREE PLANTING W/ STAKE 3/8" = 1'-0" DRIVE STAKES 6"-12" INTO UNDISTURBED SOIL BELOW ROOTBALL DRIVE STAKES AT ROOTBALL EDGE APPROVED TREE TIE MATERIAL SET LOOSE TO ALLOW FOR TRUNK GROWTH STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER. ROOTBALL 2 P-2023-HTH-71 ROOTBALL NOTE: 1.TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 3"-4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT 3" MULCH. NO MULCH AGAINST TRUNK BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE SETTLING. 3X ROOTBALL AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. DECIDUOUS TREE PLANTING 3/8" = 1'-0" DRIVE STAKES 6"-12" INTO UNDISTURBED SOIL BELOW ROOTBALL DRIVE STAKES AT ROOTBALL EDGE APPROVED TREE TIE MATERIAL SET LOOSE TO ALLOW FOR TRUNK GROWTH STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER 3 P-2023-HTH-70 SHRUB PLANTING NTS 3" MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN INTO GROUND. SET TOP OF BALL FLUSH WITH FINISH GRADE. SCARIFY SIDES OF PLANTING PIT LOOSEN / PULL OUT ROOTS FROM CONTAINER GROWN PLANTS 5 P-2023-HTH-03 NOTE: 1.ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. 2X ROOTBALL 3" OF MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL. WATER THOROUGHLY. GROUNDCOVER PLANTING PLAN SPACING AS SPECIFIED 12" MIN FROM CURB SPACING X .86 FOR TRIANGULAR PATTERN GROUNDCOVER PLANTING 1/2" = 1'-0"4 P-2023-HTH-66 1 L5.0.0 1 L5.0.0 NOTES: 1.INSTALL EDGING PER MANUFACTURER'S SPECIFICATIONS WITH TOP OF EDGING 1/4" TO 1/2" ABOVE COMPACTED FINISH GRADE (TURF SIDE). STEEL LANDSCAPE EDGING 1" = 1'-0" STAKE AT ALL CURVE RETURNS, CURVE MIDPOINTS, AND AT 36" O.C. MIN. COMPACT SUBGRADE ON EITHER SIDE OF EDGING TO MAINTAIN STABILITY 3/16" X 4" STEEL EDGING COLOR SHALL BE BLACK CONDITIONS VARY, SEE PLAN SHRUB SIDE TOP OF SUBGRADE P-2024-RRF-107 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 GRAVEL MAINTENANCE STRIP 1/2" = 1'-0" BUILDING FACADE NO PLANTING ZONE 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% FINISH GRADE STEEL LANDSCAPE EDGING MIRAFI 140 NON-WOVEN GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 95%2'-0" 4"7 L5.0.0 6 P-2024-RRF-04 VERTICAL EDGE CONDITION EXPANSION JOINTS CONTRACTION JOINTS LANDSCAPE EDGE CONDITION 1" THICKENED EDGE CONDITION 8" CONCRETE PAVING 1" = 1'-0" NOTE: 1.SEE DECORATIVE CONCRETE SPECS FOR FINISH INFORMATION 2.SEE CIVIL C6OO SERIES FOR PROFILE DIMENSIONS FINISH GRADE PLANTING SOIL TOP OF MULCH 1/4" WIDE JOINT. 1/4 DEPTH OF SLAB, MAX. SEE SPECS FOR MORE INFO FULL DEPTH JOINT 3/8" PRE-MOLDED EXPANSION FILLER WITH SEALANT. IN AREAS OF COLORED CONCRETE, SEALANT TO MATCH ADJACENT COLOR COMPACTED SUBGRADE, PER CIVIL COMPACTED SUBBASE, PER CIVIL CONCRETE PAVING, TYP. EXPANSION JOINT BUILDING OR OTHER VERTICAL SURFACE AS OCCURS 1'-0" P-2024-RRF-118 08/20/2025 27 R-345476 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 DETAILS L5.0.1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 TREE PROTECTION1 08/20/2025 27 R-345477 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 IRRIGATION DETAILS L5.1.0 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 RPBA BACKFLOW IN AQUASHIELD ENCLOSURE 3/4" = 1'-0" 2' - 0 " 3" 1' - 6 " MI N C L R . 1' - 0 " 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 5 5 5 MI N . 4 " C L R AL L S I D E S 19 RPBA confornm to WAC 246-2901 AQUAH SHIELD ENCLOSURE BFP1-S 2 Y STRAINER3 GATE VALVE4 BRASS NIPPLE, LENGTH AS REQUIRED 5 BRASS UNION6 BALL VALVE, MANUAL DRAIN, MIN 3/4" 7 FROM METER8 TO BOOSTER PUMP9 DRAIN ROCK, MIN 2 CU FT.10 GROUND ROD11 GFCI POWER OUTLET FOR HEAT TAPE 12 CONCRETE SLAB, MIN 4" THICK, EXTEND MIN 6" BEYOND ENCLOSURE 13 10" ROUND VALVE BOX14 8" PVC PIPE15 CONCRETE THRUST BLOCK16 BRASS ELBOW17 BRASS TEE18 HEAT TAPE ON ALL EXPOSED PIPE 19 KEYNOTES 16 NOTE: 1.USE TEFLON TAPE FOR ALL THREADED FITTINGS. NO PIPE DOPE. 2.COMPLY WITH LOCAL CODE FOR PARTS AND INSTALLATION. 3.APPLY HEAT TAPE TO ALL PIPE ABOVE GRADE. 4.ALL PIPE AND FITTINGS ABOVE GRADE TO BRASS 1 P-2024-RRF-09 NOTES: 1.INSTALL MANUAL DRAIN VALVE ON LOW POINT IN MAIN LINE. 2.USE TEFLON TAPE FOR ALL THREADED FITTINGS. 3.KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 4.INSTALL MIN 2 CU. FT WASHED DRAIN ROCK 5.ALL DIMENSIONS ARE MINIMUM CLEARANCE. 3" 1' - 6 " MAIN LINE WASHED DRAIN ROCK. MIN. 2 CU FT. 10" ROUND VALVE BOX 12" PIPE DV 2' - 0 " BRASS STOP WASTE VALVE WITH CROSS HANDLE SCH. 80 NIPPLES AND STREET EL 10" DIAMETER VALVE BOX HEAD BRAND "DV" ON LID WITH 2" HIGH CHARACTERS DRAIN VALVE 1 1/2" = 1'-0" CONTINUE TO DRAIN PIPE IF AVAILABLE P-2024-RRF-402 1 2 3 4 5 6 7 MUNRO COMPLETE PRO II BOOSTER PUMP 1/2" = 1'-0" POWDER COATED STAINLESS STEEL ENCLOSURE WITH VENTILATION LOUVERS AND PADLOCK HASP 1 Power Connection from pump to GFI outlet2 MUNRO SMARTBOX PUMP CONTROL WITH PRESSURE AND TEMPERATRE SENSORS IN STAINLESS STEEL ENCLOSURE 3 MUNRO LP SERIES PUMP - CAST IRON CASE AND DIFFUSER, BRASS IMPELLER, STAINLESS STEEL HARDWATR. 0.75 HP. 115/208-230V SINGLE PHASE 4 1-1/2" FLEXIBLE DISCHARGE HOSE WITH CAM-LOCK FITTINGS AND ALUMINUM CRIMP SLEEVES 5 ADJUSTABLE PANELS TO ACCOMMODATE THE SUCTION ILET FROM EITHER END OF THE ENCLOSURE 6 4" CONCRETE SLAB ON COMPACTED GRAVEL BASE7 CP075B COMPONENT SHEET MUNRO PUMP COMPLETE PRO II 0.75 HP PUMP FROM BACKFLOW PREVENTER DISCHARGE TO MV 1-1/2" THREADED DISCHARGE OUTLET 2" THREADED SUCTION INLET KEYNOTES P-2024-RRF-07 3 NOTES: 1.DIMENSIONS ARE MINIMUM CLEARANCES. 2.ALL TRENCH BACKFILL MATERIAL SHALL BE CLEAN IMPORTED SAND. 3.DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. 4.ALL SLEEVES TO BE TWICE THE SIZE OF THE COMBINED PIPES INSIDE. 5.SLEEVES REQUIRED UNDER ALL PAVED AREAS AND WALLS. 6.SLEEVE TO EXTEND 18" BEYOND THE EDGE OF PAVING ON BORTH SIDES. 7.INSTALL TRACER WIRE WITH MAIN LINE PLANTING 1' - 6 " 4"4" 4" PAVING 2' - 0 " 1' - 0 " 1 23 4 5 6 7 8 9 10 11 12 LEGEND 4 FINISH GRADE1 PAVING, SEE CIVIL PLAN2 PLANTING SOIL3 DETECTABLE WARNING TAPE 6" ABOVE ALL MAIN LINE 4 95% COMPACTED STRUCTURAL FILL 5 6 7 CONTROL WIRES8 TRACER WIRE9 10 SLEEVE11 ELECTRICAL SLEEVE12 6" 4" 10 CLEAN SAND 6 LATERAL LINE 7 MAIN LINE TRENCHING AND SLEEVING 1 1/2" = 1'-0"P-2024-RRF-304 1' - 6 " 1 2 3 4 5 6 7 8 9 10 11 NOTES: 1.USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE 2.KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 3.LEAVE EXTRA 36" CONTROL WIRE COILED INSIDE VALVE BOX 4.USE DBR WATERPROOF CONNECTORS 12 1 PVC SCH 80 UNION (2)2 SCHEDULE 80 NIPPLES INSIDE VALVE BOX3 TRANSITION FITTING4 MAIN LINE, SEE DRAWING5 WASHED DRAIN ROCK. MIN. 2 CU FT6 FILTER FABRIC. WRAP AROUND SIDES7 TWO STACKED VALVE BOXES, LOWER ONE UPSIDE DOWN (CLAMSHELL) BOLTED TOGETHER. SEE VALVE BOX INSTALLATION DETAIL FOR SIZE 8 COIL 30" SPARE CONTROL WIRE IN VALVE BOX 9 FINISH GRADE IN LAWN AREAS10 KEEP VALVE BOX 2" ABOVE MULCH IN PLANTING BED 11 OFF SET VALVE BOX TO ALLOW HANDLE TO SWING IN THE CLOSED POSITION 12 1 BRASS BALL ISOLATION VALVE, FULL PORT. SAME SIZE AS MAIN LINE SECTION PLAN 3" 6" ISOLATION BALL VALVE 1-1/4" 1 1/2" = 1'-0" KEYNOTES 5 P-2024-RRF-08 08/20/2025 27 R-345478 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 IRRIGATION DETAILS L5.1.1 FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G 6211 ROOSEVELT WAY NORTHEAST Project Title: AS INDICATED 11-78 8/21/25 No.Description Date: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES CITY CORRECTIONS6 8/21/25 1' - 0 " 2 CU. FT. WASHED DRAIN ROCK 1' - 6 " 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL) FILTER FABRIC, WRAP UP ALL SIDES ABOVE OPENINGS REMOTE CONTROL VALVE 3" 3" SCH 80 UNION NOTES: 1.USE VALVE BOX W EXTENSIONS. SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF 2.USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE 3.KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 4.LEAVE EXTRA 30" CONTROL WIRE COILED INSIDE VALVE BOX 5.USE DBR WATERPROOF CONNECTORS MAIN LINE BALL VALVE LATERAL PIPE FINISH GRADE IN LAWN FINISH GRADE IN PLANTING BED SCH. 80 NIPPE SCH. 80 THREADED ELBOW REMOTE CONTROL VALVE 1 1/2" = 1'-0"2 P-2024-RRF-12 1' - 6 " 3"SCH 80 PVC SCH 40 PVC MI N . 6 " C L R . PVC SCH 8- PIPE AND FITTINGS FROM DCVA BOLT VALVE BOXES TOGETHER 6" MASTER VALVE FINISH GRADE IN MULCH FINISH GRADE IN LAWN COW-TAGS SCH-80 NIPPLE SCH-80 UNION DBRY SPLICES COIL 30" EXTRA WIRE DRAIN ROCK, MIN. 6" DEPTH FILTE FABRIC MASTER VALVE 1 1/2" = 1'-0"1 P-2024-RRF-13 12 " M I N . - 1 8 " M A X . FINISH GRADE POP-UP SPRINKLER, SEE SCHEDULE. USE BOTTOM INLET ONLY SWING ASSEMBLY. 8" MIN, 30" MAX. LENGTH. PCV LATERAL PIPE, SIZE PER PLAN PVC SCH 40 TEE OR ELL SPRAY NOZZLE, SEE SCHEDULE NOTE: 1.SET HEADS PLUMB OR SQUARE TO THE SLOPE 2.PLACE HEADS MIN 4" FROM EDGE OF PAVING 3.USE TEFLON TAPE AT ALL THREADED FITTINGS POP-UP SPRAY OR ROTATOR HEAD 1/8" = 1'-0"3 P-2024-RRF-16 18 " M I N . KEEP 12" APART CONTROLLER WALL MOUNTED 1/2" = 1'-0" ELECTRIC AUTOMATIC CONTROLLER AS SPECIFIED. WALL MOUNTED BRACED PER MANUFACTURER (SEE IRRIGATION PLAN FOR LOCATION) 6' - 0 " 2" DIA. SCH. 40 PVC CONDUIT WITH LONG SWEEP ELL FOR UF DIRECT BURIAL WIRES TO VALVES. ALLOW A MAXIMUM OF 24 WIRES PER CONDUIT CONCRETE MOUNTING PAD, EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF CONTROLLER. SLOPE FOR DRAINAGE 1'' METAL CONDUIT WITH LONG SWEEP ELL FOR 110V POWER SOURCE AS PER ELECTRICAL CODES EV-CAB-COM CABLE IF APPLICABLE. INSTALL IN 1" CONDUIT 8 FT. COPPER GROUND AS PER LOCAL CODE 4 P-2024-RRF-19 6" MIN. 1" M I N . 2" M A X . QCV 12" MAX QUICK COUPLER VALVE 1 1/2" = 1'-0" QUICK COUPLER VALVE AS SPECIFIED SCH. 80 NIPPLE, LENGTH AS REQ. 3/4" CRUSHED ROCK, MIN 6" DEEP TWO (2) STAINLESS STEEL CLAMPS TWO (2) 3" PVC SCH. 80 NIPPLE 12" PVC SCH. 80 NIPPLE THREE (3) PVC SCH. 80 ELLS 1/2" X 36" GALV. STEEL PIPE MAIN LINE FLUSH IN LAWN AREAS 2" IN SHRUB AREAS FINISH GRADE 5 P-2024-RRF-15 08/20/2025 27 R-345479 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 DN DN 1 8 9 A G M J 13 J.1 1.1 A.1 ALT. 1 MAINTENANCE BUILDING SE 128TH ST 15 8 T H A V E S E RENTON KING COUNTY RE N T O N KI N G C O U N T Y PARCEL #3664500338 15801 SE 128TH ST PARCEL #3664500338 12914 158TH AVE SE WASTE/ RECYCLE ENCLOSURE FIRE STATION 30' - 0" ROW ROW SETBACK 30' - 0" F 6.1 13 1 ' - 4 " 25 ' - 3 " 27 ' - 0 " 50 ' - 0 " EDGE OF MEZZANINE NEW COMBINED PROPERTY LINE BOUNDARY N 0° 09' 49" W 293.46' S 3° 54' 07" W 16.00' N 0 ° 0 3 ' 5 8 " E 18 8 . 3 4 ' S 87° 10' 15" E 227.37' S 0° 14' 58" E 293.13' S 0 ° 0 3 ' 5 8 " W 32 1 . 1 1 ' S 2° 15' 47" W 16.00' N 87° 21' 05" W 291.30' S 87° 21' 05" E 63.06' N 0 ° 0 3 ' 5 8 " E 13 3 . 1 4 ' SETBACK 25' - 0" REAR YARD 5" 34' - 2 1/2"34' - 11" GAS METER SETBACK 10' - 0" SIDE YARD SETBACK 10' - 0" SIDE YARD ROW SETBACK 30' - 0" DEDICATED ROW 43' - 0" BUFFER 10' - 0" LANDSCAPE SETBACK 10' - 0" SIDE YARD 5' - 3 " 20 ' - 0 " 27 ' - 0 " 50 ' - 0 " 28 ' - 1 1 1 / 2 " 82' - 6 1/2" 55' - 4 1/2" 30' - 8 1/2" 69' - 6 1/2" A1.3 6 FU T U R E 12 ' - 9 1 / 2 " VERIFY 5' - 0" VERIFY 6' - 6" A1.4 6 EXISTING ROW 42' - 0" 42' - 6 1/2" 17' - 9"13' - 11" 21 ' - 1 0 " 19 ' - 0 " 19 ' - 0 " 19 ' - 0 " 23 ' - 1 " CJ CJ CJ CJCJ CJ CJ CJ CJ CJ A1.4 17 A1.6 9 14' - 6" 6' - 10" 5 EQ SP = 50' - 0"14' - 9" R 5' - 0" R 27' - 4 1/2" ABOVE GROUND PORTABLE WATER TANK -OFOI 21 6 ' - 6 " NOTE: REFER TO 1/A1.1 -BASE BID SITE PLAN FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN SITE PLAN GENERAL NOTES 1. REFER TO CIVIL DRAWINGS FOR CONTOURS AND UTILITY LINES 2. VERIFY LOCATIONS OF TRAFFIC WARNING BEACON WITH TRAFFIC DRAWINGS 3. VERIFY LOCATIONS OF STREET LIGHTING WITH CIVIL AND ELECTRICAL DRAWINGS BASE BID ASPHALT PAVING LEGEND FUTURE PAVING FIRE LANE STRIPING CONTROL JOINTCJ DIRECTIONAL ARROWS -SHOWN FOR REFERENCE ONLY -DO NOT PAINT FUTURE BUILDING EXPANSION ALT. 1 ASPHALT PAVING BASE BID CONCRETE PAVING ALT 1. CONCRETE PAVING PERMANENT STRUCTURE 1 8 9 A G M J 13 F SIDEWALK, TYP. PLANTING STRIP, TYP. WASTE/ RECYCLE ENCLOSURE SIGNIFICANT TREE SE 128TH ST 15 8 T H A V E S E RENTON KING COUNTY RE N T O N KI N G C O U N T Y PARCEL #3664500338 15801 SE 128TH ST PARCEL #3664500338 12914 158TH AVE SE FIRE STATION BBQ PATIO JURISDICTION BOUNDARY LINE SIGNIFICANT TREE EXISTING EDGE OF PAVEMENT SIDEWALK, TYP SIGNIFICANT TREE TO BE REMOVED DRIP LINE -TYP. AT SIGNIFICANT TREES EXISTING EDGE OF PAVEMENT NEW EDGE OF PAVEMENT EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO REMAIN, TYP. 30' - 0" ROW ROW SETBACK 30' - 0" 4 1' - 8 " 52° 3 8 ° 52° 51' - 6" 6' - 2 3/4" 20' - 0" 27 ' - 0 " 50 ' - 0 " EDGE OF MEZZANINE EXISTING ALLEY TO BE VACATED NEW COMBINED PROPERTY LINE BOUNDARY N 0° 09' 49" W 293.46' S 3° 54' 07" W 16.00' N 0 ° 0 3 ' 5 8 " E 18 8 . 3 4 ' S 87° 10' 15" E 227.37' S 0° 14' 58" E 293.13' S 0 ° 0 3 ' 5 8 " W 32 1 . 1 1 ' S 2° 15' 47" W 16.00' N 87° 21' 05" W 291.30' S 87° 21' 05" E 63.06' N 0 ° 0 3 ' 5 8 " E 13 3 . 1 4 ' SETBACK 25' - 0" REAR YARD 34' - 11" GAS METER 1 2 E Q S P = 1 2 0' - 0 " 1' - 6 " 1' - 6 " 7' - 8 " 32 ' - 1 0 " 11 ' - 5 " 9' - 0 " 3 E Q S P = 27 ' - 0 " 6' - 9 1/2" 7' - 10" 59' - 0"8' - 2"41' - 2 1/2" 7' - 7" 5' - 7 1/4"7' - 7 3/4"24' - 0"8' - 4 7/32"11' - 7 25/32" 7' - 7 " 74 ' - 3 " 6' - 4 " 60 ' - 9 1 / 4 " SETBACK 10' - 0" SIDE YARD SETBACK 10' - 0" SIDE YARD SETBACK 10' - 0" SIDE YARD ROW SETBACK 30' - 0" DEDICATED ROW 43' - 0" BUFFER 10' - 0" LANDSCAPE R 50' - 0" R 2 0' - 0 " R 2 7' - 4 1 / 2 " R 20' - 0" R 5' - 0" R 5' - 0" 27' - 0" CONTROL PT B 28 ' - 1 1 1 / 2 " CONTROL PT A R 5' - 0" DRIP LINE AT SIGNIFICANT TREES, TYP A1.3 1 18' - 1" VERIFY 5' - 0" VERIFY 6' - 6" A1.4 20 A1.5 5 TRANSFORMER EMERGENCY ZONE SIGNAGE - REFER TO DETAIL 5/A1.8 BIKE RACK -REFER TO 1/A1.8 EXISTING ROW 42' - 0" 1 4' - 0 " 5' - 7 " 14 ' - 1 0 1 / 2 " 7' - 1 1 1 / 2 " 14' - 0"51' - 8" 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8 BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. GENERATOR WITH DAY TANK - REFER TO ELECTRICAL PRE-FINISH PERFORATED METAL PRIVACY FENCE 2"X2" PRE-FINISHED WIRE MESH TRELLIS 3'-0" WIDE MAN GATE WITH PADLOCKABLE LATCH, TYP. - REFER TO 4/A1.8 6" CONCRETE CURB, TYP. -REFER TO CIVIL CANTILEVERED SLIDING GATE FIRE HYDRANT FDC PRE-PRIMED PAINTED STEEL FRAMED AWNING PLANTING STRIP, TYP EXISTING STRUCTURE PREVIOUSLY DEMOLISHED, TYP. -N.I.C. -REFER ALSO TO SURVEY AND CIVIL SHEETS C-101 AND C-102 FOR EXISTING CONDITIONS EQ EQ 20' - 4 1/2"18' - 0"20' - 7 1/2" 21' - 0"18' - 0"21' - 6 1/4" 27' - 0" 20' - 6" 5' - 8 3/4" CJ CJ CJ CJ CJ CJ CJ CJ FLAG POLE -REFER TO 4/A1.7 R 5' - 0" A1.6 3 A1.4 17 POLE LIGHT, TYP -REFER TO ELECTRICAL 4' - 11 1/2" 3' - 8 3/4" 81' - 6 1/2" 56' - 4 1/2" 100' - 3" 37 3 ' - 1 " R 30' - 0" R 20' - 0" 26 ' - 0 " 15 0 ' - 8 " BASE BID FENCE LINE 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.1 SITE PLAN 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 1" = 40'-0"2 SITE PLAN - ALTERNATE 1 0 80'40' 1 Scale: 1" = 40'-0"1 SITE PLAN - BASE BID No. Description Date: 1 City Review Comments 7/3/25 6 City Comments 8/21/25 6 R-345480 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 FS T.O. SLAB 538' -0" FS T.O. STL -APP BAY 561' -2" FS AVERAGE GRADE 538' -2 1/2" FS MAX. TOP PLATE 570' -2 1/2" 6' - 0 " 32 ' - 0 " FS MAX. ROOF PROJECTION 576' -2 1/2" 3' - 2 " 22 ' - 1 1 1 / 2 " 2 1 / 2 " 38 ' - 0 " 26 ' - 1 1 / 2 " FS T.O. SLAB 538' -0" FS T.O. STL -APP BAY 561' -2" FS AVERAGE GRADE 538' -2 1/2" FS MAX. TOP PLATE 570' -2 1/2" 32 ' - 0 " 3' - 2 " 22 ' - 1 1 1 / 2 " FS MAX. ROOF PROJECTION 576' -2 1/2" 6' - 0 " 38 ' - 0 " 2 1 / 2 " 26 ' - 1 1 / 2 " MB -T.O. SLAB 545' -0" MB -AVE. GRADE 545' -8" MB -MAX. ROOF PROJECTION 583' -8" 38 ' - 0 " T.O. BENT 579' -0" 8" 3 3 ' - 4 " 4' - 3 1 / 2 " 37 ' - 7 1 / 2 " 4 1 / 2 " MB -T.O. SLAB 545' -0" MB -AVE. GRADE 545' -8" MB -MAX. ROOF PROJECTION 583' -8" 38 ' - 0 " T.O. BENT 579' -0" 4' - 3 1 / 2 " 33 ' - 4 " 8" 4 1 / 2 " 37 ' - 7 1 / 2 " 2 A1.2 2 A1.2 3 A1.2 3 A1.2 A B C E FG J L D K BUILDING FOOTPRINT SETBACK 10' - 0" SIDE YARD ROW SETBACK 30' - 0" PROPERTY LINE PR O P E R T Y L I N E H A1.52A1.5 4 538' - 0" 540.98'537.98' 537.5' 537.98' 536.25 535.75 537.85' 537.98' 537.85' 537.98'542.0' DEDICATION 1' - 0" ROW A1.612 5 A1.2 5 A1.2 6 A1.2 6 A1.2 BUILDING FOOTPRINT A B C D E F PR O P E R T Y L I N E SETBACK 10' - 0" SIDE YARD 8' - 10 1/2" TYP. 5' - 6" 544.98'544.98' 544.98'549.0' 549.0'545.0' FIRE STATION MAINTENANCE BUILDING WALL PT 1 + PT 2 = AVERAGE WALL PT 1 + PT 2 = AVERAGE A 540.98 + 537.98 = 539.48 A 549.00 + 545.00 = 547.00 B 537.98 + 537.50 = 537.74 B 545.00 + 544.98 = 544.99 C 537.50 + 537.98 = 537.74 C 544.98 + 544.98 = 544.98 D 537.98 + 536.25 = 537.12 D 544.98 + 544.98 = 544.98 E 536.25 + 535.75 = 536.00 E 544.98 + 544.98 = 544.98 F 535.75 + 537.85 = 536.80 F 544.98 + 549.00 = 546.99 G 537.85 + 537.98 = 537.92 3273.92 /6 =545.65 H 537.98 + 537.85 = 537.92 J 537.85 + 537.98 = 537.92 K 537.98 + 542.00 = 539.99 L 542.00 + 540.98 = 541.49 5920.1 / 11 =538.19 ALLOWABLE HEIGHT HT (FT)ELEV ALLOWABLE HEIGHT HT (FT)ELEV ALLOWABLE TOP PLATE 32.00 570.19 ALLOWABLE TOP PLATE 32.00 577.65 ALLOWABLE ROOF SURFACE PROJECTION =5.67"/1.5 = 3.78 ALLOWABLE ROOF SURFACE PROJECTION =6"/1.5 = 6.00 (1'-0" IN HEIGHT PER 1'-6" DIST. FROM SETBACK)(1'-0" IN HEIGHT PER 1'-6" DIST. FROM SETBACK) TOTAL ALLOWABLE ROOF HEIGHT 35.78 573.97 TOTAL ALLOWABLE ROOF HEIGHT 38.00 583.65 ACTUAL HEIGHT HT (FT) ELEV ACTUAL HEIGHT HT (FT) ELEV ACTUAL TOP PLATE (T.O. STEEL) 20.85 559.04 ACTUAL TOP PLATE (T.O. STEEL)32.00 577.65 ACTUAL ROOF SURFACE PROJECTION 4.08 ACTUAL ROOF SURFACE PROJECTION 5.63 TOTAL MAXIMUM ROOF HEIGHT 24.93 563.12 TOTAL MAXIMUM ROOF HEIGHT 37.63 583.28 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.2 AREA, PARKING, LANDSCAPE AND BUILDING HEIGHT CALCULATIONS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 1/32" = 1'-0"3 FIRE STATION - N/S SECTION - BUILDING HEIGHT DIAGRAM Scale: 1/32" = 1'-0"2 FIRE STATION E/W SECTION - BUILDING HEIGHT DIAGRAMScale: 1/32" = 1'-0"5 MAINT. BLDG. E/W SECTION - BUILDING HEIGHT DIAGRAM Scale: 1/32" = 1'-0"6 MAINT. BLDG. N/S SECTION - BUILDING HEIGHT DIAGRAM Scale: 1" = 40'-0"1 FIRE STATION PLAN BUILDING HEIGHT DIAGRAM Scale: 1" = 40'-0"4 MAINTENANCE BUILDING PLAN BUILDING HEIGHT DIAGRAM BUILDING HEIGHT CALCULATIONS 0 80'40'0 80'40' LOT AREA: SITE NORTH:66,425 SF SITE SOUTH:81,643 SF ALLEY AREA:3,647 SF TOTAL LOT AREA:151,721 SF (3.4 ACRE) BUILDING AREA:FIRE STATION MAINT. BUILDING BUILDING FOOTPRINT:13,066 SF 9,964 SF MEZZANINE AREA:1,290 SF 2,034 SF CANOPIES/OVERHANG:907 SF 52 SF FUTURE ADDITION:0 SF 1,352 SF TRASH ENCLOSURE 221 SF 220 SF ALLOWABLE BUILDING AREA: 35% OR 53,100 SF (FOR COMBINED LOT) ACTUAL BUILDING AREA: FIRE STATION: BLDG FOOTPRINT:13,066 SF CANOPIES/ OVERHANG:907 SF TRASH ENCLOSURE:221 SF MAINT. BUILDING: BLDG FOOTPRINT:9,964 SF CANOPIES/ OVERHANG:52 SF TRASH ENCLOSURE:220 SF FUTURE ADDITION:1,352 SF TOTAL AREA:25,781 SF OR 17.0% ALLOWABLE IMPERVIOUS AREA:50% OR 75,861 SF (FOR COMBINED LOT) ACTUAL IMPERVIOUS AREA: BUILDING AREA:25,781SF PAVEMENT:44,717 SF FUTURE PAVEMENT:1,082 SF TOTAL AREA:71,580 SF OR 47.2% AREA CALCULATIONS REQUIRED PARKING MAINTENANCE BUILDING REFER TO PAGE 20 OF TRAFFIC IMPACT ANALYSIS PERFORMED BY TRANSPO GROUP DATED AUGUST 2024. FIRE STATION: RMC 4-4-800.F.10.E -NOT DEFINED. SPACES TO BE DETERMINED BY PLANS EXAMINER REFER TO PAGE 20 OF TRAFFIC IMPACT ANALYSIS PERFORMED BY TRANSPO GROUP DATED AUGUST 2024 PROPOSED PARKING FIRE STATION: CREW PARKING (2/ SLEEPING ROOM) 12 SPACES PUBLIC SPACES 3 SPACES (INCLUDES 1 ACCESSIBLE SPACE) MAINTENANCE BUILDING 5 SPACES (INCLUDES 1 ACCESSIBLE SPACE) TOTAL PROPOSED SPACES:20 SPACES (INCLUDES 2 ACCESSIBLE SPACES) BICYCLE PARKING: REQUIRED SPACES 2 SPACES (10% OFF STREET PARKING SPACES) PROPOSED SPACES 2 SPACES PARKING CALCULATIONS TOTAL LANDSCAPING:76,554 SF PARKING LOT LANDSCAPING:849 SF WILDLIFE HABITAT LANDSCAPING:55,867 SF INTERIOR PARKING LOT LANDSCAPING:NONE REQUIRED NOTE: REFER TO LANDSCAPE PLANS FOR DELINEATION OF LANDSCAPING AREAS AND ADDITIONAL INFORMATION LANDSCAPE AREAS No. Description Date: R-345481 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 A1.3 3 A1.34 A1.3 5 18 A1.7 CLR 3' - 2" 6" 3' - 6 " 4' - 6 " 6" 8"10"EQ EQ 1' - 2" CL R 1' - 6 " CL R 1' - 6 " 6" CONCRETE CURB, TYP. -REFER TO CIVIL TRANSFORMER -REFER TO ELECTRICAL 8'X8' TRANSFORMER PAD -REFER TO ELECTRICAL BOLLARDS, TYP. GALV. L4X4X1/4 ANGLE MOUNTED TO PAVING GENERATOR WITH DAY TANK - REFER TO ELECTRICAL 19 A1.7 19 A1.7 17 A1.7 CONCRETE PAVING WITH SMOOTH FINISH & CONCRETE SEALER -REFER TO CIVIL HOLE FOR CANE BOLT -TYPICAL OF 4 ENCLOSURE GATE 4' - 0 " 52' - 5" 3' - 11 1/2"11 1/2"8' - 1"8' - 1"1' - 8"4' - 8"EQ EQ EQ EQ EQ EQ MI N . C L R 3' - 1 " VE R I F Y W / M A N U F 10 ' - 0 " MIN . C L R 3' - 0 " 6" EQ EQ EQ 4 1 / 2 " 6" 6" 6" MIN CLR 3' - 0"26' - 3" VERIFY W/ MANUF MIN CLR 3' - 0" CLR 3' - 0" MIN 9" 2' - 2 " 9" EQ EQ 4 1 / 2 " 10 ' - 1 1 " 11 1/2"EQ EQ EQ EQ EQ EQ 52' - 5" 4 1/2" 33' - 7 1/2"18' - 9 1/2" CLR 1' - 6"8' - 0" 17 ' - 8 " BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL A1.8 2 A1.8 10 A1.612 12" MAX. HOUSE KEEPING PAD - REFER TO STRUCTURAL PAVEMENT B.O. ROOF 12 ' - 0 " BOLLARDS, TYP. 13 A1.7 19 A1.7 11 A1.7 GENERATOR WITH DAY TANK -REFER TO ELECTRICAL ENCLOSURE GATE PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL PRE-PRIMED, PTD STEEL ANGLE -REFER TO STRUCTURAL PRE-FINISHED METAL SIDING -MP-1 -FIELD PRIME AND PAINT INTERIOR SURFACE TO MATCH PRE-FINISHED SURFACE PRE-PRIMED, PTD TUBE STEEL BEAM -REFER TO STRUCTURAL PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL 6' - 0 " 11 ' - 0 " 6" 6" 2' - 6 " 6" BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. A1.8 211 A1.8 A1.8 10 PRE-FINISHED METAL FASCIA A1.3 8 A1.3919 A1.7 A1.8 10 1' - 6 " 10 ' - 1 1 " 3 1 / 2 " 12 ' - 8 1 / 2 " EQ EQ 4 1/2"18' - 6"4 1/2" 19' - 3" EQ EQ 6"6" 5" 8" 2' - 2 " 8" 1' - 6 " 9" CONCRETE CURB -REFER TO STRUCTURAL CONCRETE PAVING WITH SMOOTH FINISH & CONCRETE SEALER -REFER TO CIVIL HOLE FOR CANE BOLT -TYPICAL OF 4 ENCLOSURE GATE 6" CONCRETE CURB, TYP. -REFER TO CIVIL GALV. L4X4X1/4 ANGLE MOUNTED TO PAVING 1' - 6 1/2" 8' - 1"8' - 1" 1' - 6 1/2" GRADE B.O. ROOF 8' - 0 " 11 A1.8A1.8 10 6" 6" 6' - 0 " PRE-FINISHED METAL FASCIA PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL PRE-PRIMED, PTD TUBE STEEL BEAM -REFER TO STRUCTURAL 9" CONCRETE CURB -REFER TO STRUCTURAL ENCLOSURE GATE 1: 1 2 14 A1.7 13 A1.7 15 A1.7 R4 PRE-FINISHED METAL FASCIA 13 A1.7 14 A1.7 15 A1.7 R41" / 1 ' - 0 " PRE-FINISHED METAL FASCIA PAVEMENT B.O. ROOF 17 A1.7 19 A1.7 14 A1.7 10 A1.7 11 A1.7 PRE-FINISHED METAL SIDING - MP-1 -FIELD PRIME AND PAINT INTERIOR SURFACE TO MATCH PRE-FINISHED SURFACE PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL PRE-PRIMED, PTD TUBE STEEL BEAM -REFER TO STRUCTURAL 12 ' - 0 " 11 ' - 0 " 6" 6"6" CONCRETE CURB, TYP. -REFER TO CIVIL 9" CONCRETE CURB -REFER TO STRUCTURAL PRE-FINISHED METAL FASCIA PAVEMENT 18 A1.7 10 A1.711 A1.7 11 ' - 0 " 1' - 6 " 1' - 6 " BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. PRE-FINISHED METAL SIDING - MP-1 -FIELD PRIME AND PAINT INTERIOR SURFACE TO MATCH PRE-FINISHED SURFACE GENERATOR WITH DAY TANK - REFER TO ELECTRICAL 24" CONTINUOUS R-10 RIGID INSULATION, TYP. PAVEMENT 8' - 0 " B.O. ROOF 6' - 0 " 6" 6" 9" CONCRETE CURB -REFER TO STRUCTURAL PRE-FINISHED METAL SIDING - MP-1 -FIELD PRIME AND PAINT INTERIOR SURFACE TO MATCH PRE-FINISHED SURFACE PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL PRE-PRIMED, PTD TUBE STEEL BEAM -REFER TO STRUCTURAL PRE-FINISHED METAL FASCIA 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 3/16" = 1'-0" Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.3 TRASH ENCLOSURE ENLARGED PLANS AND ELEVATIONS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 3/16" = 1'-0"1 FS - GENERATOR/WASTE ENCLOSURE - ENLARGED PLAN Scale: 3/16" = 1'-0"3 FS - GENERATOR/WASTE ENCLOSURE NORTH ELEVATION Scale: 3/16" = 1'-0"6 ALT. 1 WASTE ENCLOSURE ENLARGED PLAN Scale: 3/16" = 1'-0" ALT. 1 WASTE ENCLOSURE SOUTH ELEVATION Scale: 3/16" = 1'-0"2 FS GENERATOR/WASTE ENCLOSURE - ROOF PLAN Scale: 3/16" = 1'-0"7 ALT. 1 WASTE ENCLOSURE ROOF PLAN Scale: 3/16" = 1'-0"4 FS -GENERATOR/ WASTE ENCLOSURE EAST ELEVATION Scale: 3/16" = 1'-0"5 FS - GENERATOR/ WASTE ENCLOSURE WEST ELEVATION Scale: 3/16" = 1'-0"9 ALT. 1 WASTE ENCLOSURE EAST ELEVATION NOTE FOR PLANS REVIEWER: REFER TO PERMIT NO. B25001712 AND B25001711 FOR BUILDING PERMIT APPROVAL OF TRASH ENCLOSURE. PLANS INCLUDED IN CIVIL CONSTRUCTION PERMIT SET FOR REFERENCE ONLY. 6 No. Description Date: 6 City Comments 8/21/25 R-345482 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 J.1 6.1 14 ' - 0 " 6' - 0 " 5' - 3 " 20 ' - 0 " 6" CONCRETE CURB, TYP. -REFER TO CIVIL DETECTABLE WARNING -REFER TO CIVIL WHEEL STOP -REFER TO CIVIL 5' - 0"5' - 0" 10' - 0"8' - 0"6' - 9" 10"4' - 6"10" 7" 2' - 0 " 3' - 5 " VAN ACCESSIBLE PARKING SIGN - REFER TO CIVIL ACCESSIBILITY SYMBOL -REFER TO CIVIL ACCESSIBLE STRIPING -REFER TO CIVIL ACCESSIBLE PARKING SPACE AND ASSOCIATED ACCESS AISLE - SLOPE NOT TO EXCEED 2% IN ANY DIRECTION J.1 PHYSICAL TRAVEL STOP W/ PHOTO EYES GATE OPERATOR WITH CLICK2ENTER RECEIVER (4) EQ. PANELS(2) EQ. PANELS 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8 2"X2" PRE-PRIMED, PTD ALUMINUM FRAME 15 A1.8 25' - 3"27' - 0" GRADE BEYOND SHOWN DASHED FOR REFERENCE TOP OF FINISH GRADE -VERIFY T.O.S P E R R M C 4 - 4 - 5 0 - C - 1 . C 4' - 1 1 3 / 4 " M A X H E I G H T FOOTING SHOWN DASHED FOR REFERENCE 1' - 6 " 3' - 6 " 5' - 6 " PAVEMENT 6" CONCRETE CURB, TYP. -REFER TO CIVIL 6' - 0 " 6" 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8 A1.412 CANTILEVERED SLIDING GATE GATE OPERATOR WITH CLICK2ENTER RECEIVER 41 ' - 6 " 27 ' - 0 " 8' - 0"5' - 0"5' - 0"8' - 0"5' - 0"8' - 0" 5' - 6 " 16 ' - 0 " 5' - 6 " GATE GROUND LOOP SENSOR, TYP. POST W/ PHOTO EYES 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8 PHYSICAL TRAVEL STOP W/ PHOTO EYES PHYSICAL TRAVEL STOP W/ PHOTO EYES GATE KEYPAD PEDESTAL A1.8 14 15 A1.8 1 J.1 1.1 9' - 4 " 7' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS • REFER TO 20/A1.4 FOR CONTINUATION OF AUTOMATED GATE NOTES AND DIMS OUTLINE OF ALTERNATE 1 MAINTENANCE BUILDING CONC. PAVING A1.412 MA X R E T A I N I N G H E I G H T = 4 ' - 1 1 3 / 4 " 25 ' - 3 " 6" CONCRETE CURB, TYP. -REFER TO CIVIL 2' - 0"1 BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. CANTILEVERED SLIDING GATE 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.4 AUTOMATED GATE ENLARGED PLANS, ELEVATIONS AND DETAILS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 1/4" = 1'-0"6 ALT. 1 ENLARGED ACCESSIBLE PARKING PLAN Scale: 1/4" = 1'-0"12 AUTOMATED GATE ELEVATION W/ ALT. 1 RETAINING WALL Scale: 1/4" = 1'-0"7 ALT. 1 MECHANICAL SCREEN ELEVATION 1 Scale: 3/16" = 1'-0"20 BASE BID ENLARGED AUTOMATED GATE PLAN Scale: 1/8" = 1'-0"17 ALT. 1 RETAINING WALL 3 ENLARGED PLAN No. Description Date: 1 City Review Comments 7/3/25 R-345483 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 DN 8 D 3 A1.5 3 A1.5 67 ' - 5 " 1 A1.5 1 A1.5 9"5' - 6"30' - 0"5' - 0"5' - 9"10' - 3" 1" / 1'-0" 1" / 1 ' - 0 " 1" / 1'-0" 1" / 1 ' - 0 " 9' - 1" 5' - 0 " 8" 5' - 0 " 9' - 0 " 9' - 0 " EQ EQ 1' - 0" BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. ACCESSIBILITY SYMBOL -REFER TO CIVIL VAN ACCESSIBLE PARKING SIGN - REFER TO CIVIL 5' - 0 " 36" HIGH PRE-PRIMED, PTD STEEL HANDRAIL 6" CONCRETE CURB, TYP. -REFER TO CIVIL ACCESSIBLE STRIPING -REFER TO CIVIL ACCESSIBLE PARKING SPACE AND ASSOCIATED ACCESS AISLE - SLOPE NOT TO EXCEED 2% IN ANY DIRECTION 24' - 0"20' - 0"6"2' - 4" 1' - 6 " 1' - 6 " EV CHARGING STATION -REFER TO ELECTRICAL A1.5 4 A1.52 4' - 4 3/4" 57' - 4" F.O . S T E M W A L L 7 A1.7 3 A1.7 A1.7 1 A1.7 5 A1.7 9 5' - 9 " 19 ' - 0 " 20 ' - 1 1 " 3' - 0 " 5' - 9 " 3' - 0 " 5' - 9 " 3' - 0 " TY P 1' - 0 " 4' - 6" BIKE RACK -REFER TO 1/A1.8 2' - 0"2' - 9" 5' - 0 " 7' - 7"6' - 6" 1' - 3 " 5' - 0 " 4' - 11"2' - 8"5' - 9"9"FLAG POLE -REFER TO 4/A1.7 1 1 7 A1.7 4 A1.7 8 A1.7 7' - 8" A1.8 3 1' - 0 3/4"1' - 0 3/4" 1' - 0 3 / 4 " 1' - 0 3 / 4 " 1' - 0 3 / 4 " 1' - 0 3 / 4 " 4" 6" 2"X2" PRE-FINISHED WIRE MESH TRELLIS 62 ' - 2 " M A X . R E T A I N I N G H E I G H T = 5 ' - 0 " 42' - 6" MAX RETAINING HEIGHT = 3'-4 1/2" NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS FS T.O. SLAB 538' -0" MIN 3' - 0 " 36" HIGH PRE-PRIMED, PTD STEEL HANDRAIL BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. 2"X2" PRE-FINISHED WIRE MESH TRELLIS FOOTING SHOWN DASHED FOR REFERENCE NOTE: • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY • VERIFY GRADE AND PAVING ELEVATIONS PER CIVIL GRADING PLANS VE R I F Y 6' - 5 1 / 4 " VE R I F Y 3' - 1 1 " VE R I F Y 3' - 5 1 / 4 " 7 A1.7 12 A1.7 FS T.O. SLAB 538' -0" 8 9" VA R I E S 6" 4' - 0 " 3"(2) EQ PANELS = 11' - 5"5' - 4"5' - 4"5' - 4"(2) EQ PANELS = 11' - 4"(2) EQ PANELS = 11' - 4"(2) EQ PANELS = 11' - 4"(2) EQ PANELS = 11' - 4" 0" 5' - 0 " 6' - 0 " PRE-FINISH PERFORATED METAL PRIVACY FENCE BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. GRADE BEYOND -SHOWN DASHED FOR REFERENCE 1 A1.7 3 A1.7 FOOTING SHOWN DASHED FOR REFERENCE 8' - 0 " V E R I F Y 4 A1.7 7' - 6 " 6' - 4 1 / 2 " V E R I F Y VE R I F Y 5' - 3 " VE R I F Y 4' - 1 1 / 2 " NOTE: • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY • VERIFY GRADE AND PAVING ELEVATIONS PER CIVIL GRADING PLANS 8 A1.7 36" HIGH PRE-PRIMED, PTD STEEL HANDRAIL FS T.O. SLAB 538' -0" 8 RAMP & LANDING BEYOND, SHOWN DASHED, TYP 2"X2" PRE-FINISHED WIRE MESH TRELLIS 7 A1.7 5 A1.7 9 A1.7 12 A1.7 VE R I F Y 3' - 0 " VE R I F Y 2' - 6 1 / 4 " 3' - 4 " 2' - 2 " 6" 3 EQ PANELS = 12' - 8" 4" FS T.O. SLAB 538' -0" 3 A1.5 1 A1.5 4" 12 EQ PANELS = 52' - 4" 4" TYP. 3' - 6 " 2' - 8 " 3 ' - 4 " 7 A1.7 5 A1.7 2"X2" PRE-FINISHED WIRE MESH TRELLIS BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. 36" HIGH PRE-PRIMED, PTD STEEL HANDRAIL RAMP BEYOND -SHOWN DASHED STAIR BEYOND -SHOWN DASHED 9 A1.7 FOOTING SHOWN DASHED FOR REFERENCE 3' - 9 1 / 4 " V E R I F Y 3' - 6 " NOTE: • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY • VERIFY GRADE AND PAVING ELEVATIONS PER CIVIL GRADING PLANS 12 A1.7 5' - 6 3 / 4 " V E R I F Y A1.7 3 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 3/16" = 1'-0" Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.5 ENTRY ENLARGED PLANS AND ELEVATIONS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 3/16" = 1'-0"5 ENLARGED RAMP AND ACCESSIBLE PARKING PLAN Scale: 3/16" = 1'-0"3 E/W SECTION AT ENTRY RAMP 1 Scale: 3/16" = 1'-0"1 E/W SECTION AT ENTRY RAMP Scale: 3/16" = 1'-0"4 ENTRY SOUTH ELEVATION Scale: 3/16" = 1'-0"2 ENTRY EAST ELEVATION 2 No. Description Date: 1 City Review Comments 7/3/25 2 Design Modification 7/4/25 R-345484 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 1 G 89 ' - 7 " M A X R E T A I N I N G H E I G H T = 2 ' - 1 0 " MA X R E T A I N I N G H E I G H T = 4 ' - 7 1 / 2 " 22 ' - 1 0 " 1 3 5 ° 7' - 1 1 1 / 2 " 14 ' - 1 0 1 / 2 " A1.612 NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8TYP2' - 0" MIN1 C NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50- C-1.C SHOWN PER PERMITTING PURPOSE ONLY A1.610 11 BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. 6" CONCRETE CURB, TYP. -REFER TO CIVIL FACE OF BUILDING 1' - 7 1/2" RETAINING HEIGHT = 2'-0" 14' - 7 1/2" RE T A I N I N G H E I G H T = 2 ' - 0 " 8' - 5 " FS T.O. SLAB 538' -0" G VE R I F Y 6' - 7 1 / 2 " 4' - 7 1 / 2 " NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. GRADE BEYOND SHOWN DASHED FOOTING SHOWN DASHED FOR REFERENCE 11 ' - 0 " 6'-0" VINYL COATED, SLATTED CHAIN LINK FENCE -RFER TO 12/A1.8PRE-PRIMED, PTD TUBE STEEL POST -REFER TO STRUCTURAL PRE-PRIMED, PTD STEEL ANGLE - REFER TO STRUCTURAL PRE-FINISHED METAL SIDING - MP-1 -FIELD PRIME AND PAINT INTERIOR SURFACE TO MATCH PRE-FINISHED SURFACE 18 A1.7 FS T.O. SLAB 538' -0" C VE R I F Y 4' - 2 1 / 2 " BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. FOOTING SHOWN FOR REFERENCE ONLY GRADE BEYOND SHOWN DASHED NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY RE T A I N I N G H E I G H T 2' - 0 " M A X FS T.O. SLAB 538' -0" VE R I F Y 4' - 2 1 / 2 " BOARD FORM CONCRETE RETAINING WALL -REFER TO STRUCT. GRADE BEYOND SHOWN DASHED FOOTING SHOWN DASHED FOR REFERENCE RE T A I N I N G H E I G H T 2' - 0 " M A X NOTE: • REFER TO A1.1 FOR BALANCE OF NOTES AND DIMS NOT SHOWN ON THIS PLAN • REFER TO C-201 AND C-202 FOR GRADING. • REFER TO DETAIL FS-S3.10 AND FS-S3.11 FOR STRUCTURAL DETAILS • MAXIMUM RETAINING HEIGHT PER RMC 4-4-50-C-1.C SHOWN PER PERMITTING PURPOSE ONLY 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1/8" = 1'-0" Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.6 RETAINING WALL PLANS AND ELEVATIONS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 1/8" = 1'-0"3 RETAINING WALL 1 ENLARGED PLANS Scale: 1/8" = 1'-0"9 RETAINING WALL 4 ENLARGED PLAN Scale: 1/8" = 1'-0"12 RETAINING WALL 1 WEST ELEVATION Scale: 1/8" = 1'-0"10 RETAINING WALL 4 WEST ELEVATION Scale: 1/8" = 1'-0"11 RETAINING WALL 4 NORTH ELEVATION 1 1 No. Description Date: 1 City Review Comments 7/3/25 R-345485 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 2X2X1/8" PRE-PRIMED, PTD STEEL ANGLE, TYP 14 GA PRE-FINISHED PERFORATED MTL PANEL (3/16" RD/ 1/4" STG -51% OPEN AREA) CONT. 2"X1/8" PLATE BELOW PRE-PRIMED, PTD 2X2X1/4" TUBE STEEL POST, TYP GRIND WELDS SMOOTH, TYP 2X2X1/8" PRE-PRIMED, PTD STEEL ANGLE, TYP 1/4" (2) 1/2" DIA ANCHOR BOLTS @ 6" O.C. EA. SIDE 3/16" FLARE BEVEL WELD, 3" LONG SPACED AT EVERY 12" O.C., EA. SIDE OF POST 1/2" DIA BOLTS @ 24" TO 36" O.C. -ORIENT HEAD TO SCREEN SIDE, TYP 2X2X1/8" PRE-PRIMED, PTD STEEL ANGLE, TYP 14 GA PRE-FINISHED PERFORATED MTL PANEL (3/16" RD/ 1/4" STG -51% OPEN AREA) CONT. PRE-PRIMED, PTD 2"X1/8" STEEL PLATE, TYP 1" CHAMFER, TYP. BOARD FORM CONC. RETAINING WALL COMPRESSIBLE JOINT FILLER CONC. PAVING, PER CIVIL GRADE 6' - 0 " M A X ( N T S ) 1 A1.7 1 A1.7 CO M B I N E D H E I G H T O F F E N C E & R E T A I N I N G W A L L N T E 9 ' - 0" P E R R M C 4 - 4 - 0 4 0 - C - 2 - a - i 8' - 0 " M A X W H E R E O C C U R S ( N T S ) VA R I E S 6" 4' - 0 " N T S 1' - 8 " M A X ( V E R I F Y ) 6" 6" 3" HANDRAIL NOTE: REFER TO FOR BALANCE OF NOTES AND DIMS FOR HANDRAIL /12 A1.7 3' - 0 " N T S 6" 1 A1.7 6" 1' - 6 " M I N ( N T S ) EMBED POST 18" MIN. NOTE: • REFER TO FOR BALANCE OF NOTES & DIMS /3 A1.7 2' - 1 " V E R I F Y 16 GA POWDER COATED STEEL 2"X2" TRIMMED MESH W/ 18 GA POWDER COATED STEEL U- EDGING -FACTORY WELD TO STEEL ANGLE 2X2X1/8" POWDER COATED STEEL ANGLE, TYP PRE-PRIMED, PTD 4"X3"X1/2" STEEL PLATE, TYP PRE-PRIMED, PTD 12"X6"X1/2" STEEL PLATE, TYP 1/2" ANCHOR BOLT (EMBED 5" MIN.), TYP 4" 2" 2" 2"8"2" 3/16" FILLET WELD EA. SIDE, TYP. - GRIND WELDS SMOOTH 1/2" DIA BOLTS @ 24" TO 36" O.C. -ORIENT HEAD TO INTERIOR, TYP 5 A1.7 CO M B I N E D H E I G H T O F T R E L L I S & R E T A I N I N G W A L L N T E 9 ' - 0 " P E R R M C 4 - 4 - 0 4 0 - C - 2 - a - i 8' - 7 1 / 4 " M A X W H E R E O C C U R S PE R S T R U C T 6" M I N COMPRESSIBLE JOINT FILLER CONC. PAVING PER CIVIL 1" CHAMFER, TYP. BOARD FORM CONC. RETAINING WALL 16 GA POWDER COATED STEEL 2"X2" TRIMMED MESH 18 GA POWDER COATED STEEL U-EDGING, TYP 2X2X1/8" POWDER COATED STEEL ANGLE, TYP PRE-PRIMED, PTD 4"X3"X1/2" STEEL PLATE, TYP PRE-PRIMED, PTD 12"X6"X1/2" STEEL PLATE, TYP 1/2" ANCHOR BOLT (EMBED 5" MIN.) 3/16" FILLET WELD ONE SIDE - GRIND WELDS SMOOTH T.O. SLAB 3' - 6 " N T S VA R I E S 3" 3" 3" 3" NOTE: REFER TO FOR BALANCE OF NOTES AND DIMS FOR HANDRAIL /12 A1.7 HANDRAIL & POST WHERE OCCURS 6" 4" 2"2" 2" 2" 1/2" x 6" PRE-PRIMED, PTD BENT STEEL PLATE 8" 10" 16 GA POWDER COATED STEEL 2"X2" TRIMMED MESH W/ 18 GA POWDER COATED STEEL U- EDGING -FACTORY WELD TO STEEL ANGLE, TYP 2X2X1/8" POWDER COATED STEEL ANGLE, TYP 1/2" ANCHOR BOLT, TYP (EMBED 5" MIN.) 3/16" FILLET WELD EA. SIDE, TYP. -GRIND WELDS SMOOTH 1/2" DIA BOLTS @ 24" TO 36" O.C. -ORIENT HEAD TO INTERIOR, TYP COMPRESSIBLE JOINT FILLER CONC. PAVING -PER CIVIL 2' - 6 " N T S 6" 1" CHAMFER, TYP. BOARD FORM CONC. RETAINING WALL 1 1/2'' SQ. PRE-PRIMED, PTD PIPE POSTS FOR RAIL SUPPORT, TYP. 3' - 0 " N T S 1 1/2" SQ. PRE-PRIMED, PTD RAIL WELDED TO POSTS 8" NON SHRINK GROUT COVERPLATE -PTD TO MATCH HANDRAIL PAVEMENT T.O. SCREEN #3 CIRCULAR TIES @ 6" O.C. (6) #4 VERTICALS TYPICAL CONC. FOOTING @ POST - PROVIDE 18" DIA. FOOTING, 3'-6" DEEP, POST TO BE EMBEDDED 3'-0" MIN.3' - 6 " 3' - 0 " 1' - 6" VA R I E S 5'- 0 " N T S NT E 6 ' - 0 " NOTE: REFER TO FOR BALANCE OF NOTES & DIMS /3 A1.7 3" 4" 4" 3/16 FILLET WELD PRE-FIN, VERTICAL MTL SIDING -FIELD PRIME AND PAINT INTERIOR FACE TO MATCH PRE-FINISHED FACE TRIM FASTENER W/ SEALING WASHER PER MANUF. Z-MTL, TYP PRE-FIN. MTL WALL CLOSURE TRIM 5X5X1/4" PRE-PRIMED, PTD TUBE STEEL POST 3X3X1/4" PRE-PRIMED, PTD STEEL ANGLE, TYP. PRE-FIN, VERTICAL MTL SIDING -FIELD PRIME AND PAINT INTERIOR FACE TO MATCH PRE- FINISHED FACE TRIM FASTENER W/ SEALING WASHER PER MANUF. Z-MTL, TYP PRE-FIN. MTL WALL CLOSURE TRIM 2" 5X5X1/4" PRE-PRIMED, PTD TUBE STEEL POST 3X3X1/4" PRE-PRIMED, PTD STEEL ANGLE, TYP. 3/16 FILLET WELD 6" EQ EQ 6' - 0 " E L S E W H E R E 11 ' - 0 " @ F I R E S T A T I O N E N C L O S U R E PRE-PRIMED, PTD TUBE STEEL POST - MATCH NEARBY TRASH ENCLOSURE TUBE SIZE PER STRUCT 1" 3X3X1/4" PRE-PRIMED, PTD STEEL ANGLE, TYP. PRE-FIN, VERTICAL MTL SIDING -FIELD PRIME AND PAINT INTERIOR FACE TO MATCH PRE-FINISHED FACEPAVEMENT T.O. SCREEN 5X5X1/4" PRE-PRIMED, PTD STL CAP -GRID WELDS SMOOTH T.O. PAVEMENT T.O. SCREEN NOTE: • REFER TO DETAIL FOR BALANCE OF NOTES & DIMS /17 A1.7 BOARD FORM CONCRETE RETAINING WALL PER STRUCT 1" CHAMFERED EDGE, TYP GRADE -REFER TO CIVIL 1" CAP TOP OF POST -GRIND WELDS SMOOTH 1" 5" EQ EQ 6" 2' - 0 " V E R I F Y 11 ' - 0 " N T S 5X5X5/16" PRE-PRIMED, PTD STEEL ANGLE 20 A1.7 PAVING PER CIVIL PAVEMENT T.O. SCREEN GRADE -REFER TO CIVIL 1" 6" 6" 6' - 0 " @ M A I N T . B L D G E N C L O S U R E 11 ' - 0 " @ F I R E S T A T I O N E N C L O S U R E NOTE: • REFER TO DETAIL FOR BALANCE OF NOTES & DIMS • CAP POST PER AT TOP OF SCREEN WHERE POST DOES NOT CONTINUE TO UNDERSIDE OF ROOFING /17 A1.7 BOARD FORM CONCRETE CURB WALL PER STRUCT. 1/2" CHAMFERED EDGE, TYP PRE-PRIMED, PTD EMBED PLATE PER STRUCT COMPRESSIBLE JOINT FILLER CONC. PAVEMENT PER CIVIL 5X5X5/16" PRE-PRIMED, PTD STEEL ANGLE, TYP PRE-PRIMED, PTD TUBE STEEL POST -MATCH NEARBY TRASH ENCLOSURE TUBE SIZE PER STRUCT BOARD FORM CONCRETE RETAINING WALL 3/16" FLARE BEVEL 3" LONG SPACED @ 6" O.C. 3/16" FILLET WELD TOP & BOT. (2) 1/2" DIA ANCHOR BOLTS @ 6" O.C. EA. SIDE 1' - 0 " PRE-FIN. MTL TRIM W/ HEMMED EDGES PRE-PRIMED, PTD TUBE STEEL POST PER STRUCT. PRE-PRIMED, PTD STEEL BENT PLATE PER STRUCT. PRE-FIN MTL ROOFING MTL DECK -FIELD PRIME AND PAINT UNDERSIDE NEOPRENE CLOSURE TAPE MASTIC PER MANUF FASTENER PER MANUF, TYP PRE-PRIMED, PTD TUBE STEEL PER STRUCT, TYP 6" PRE-PRIMED, PTD STL ANGLE PER STRUCT PRE-PRIMED, PTD STL PLATE PER STRUCT NOTE: • REFER TO DETAIL FOR BALANCE OF NOTES & DIMS /13 A1.7 T.O. POST 12'-0" @ FIRE STATION ENCLOSURE 8'-0" @ MAINT. BLDG ENCLOSURE 6" 1' - 0 " NOTE: • REFER TO DETAIL & FOR BALANCE OF NOTES & DIMS /13 A1.7 6" /17 A1.7 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.7 SITE DETAILS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 3" = 1'-0"1 PRIVACY FENCE PLAN DETAIL Scale: 1 1/2" = 1'-0"3 PRIVACY FENCE SECTION Scale: 1 1/2" = 1'-0"4 PRIVACY FENCE SECTION @ PATIO Scale: 3" = 1'-0"5 TRELLIS PLAN DETAIL Scale: 1 1/2" = 1'-0"7 TRELLIS SECTION Scale: 1 1/2" = 1'-0"9 TRELLIS @ INSIDE CORNER Scale: 1 1/2" = 1'-0"12 HAND RAIL SECTION Scale: 3/4" = 1'-0"8 PRIVACY FENCE SECTION AT GRADE 1 1 Scale: 3" = 1'-0"10 TRASH ENCLOSURE - SCREEN CORNER Scale: 3" = 1'-0"11 TRASH ENCLOSURE - SCREEN END WALL Scale: 3/4" = 1'-0"17 TRASH ENCLOSURE - SCREEN SECTION Scale: 3/4" = 1'-0"18 TRASH ENCLOSURE - SCREEN SECTION Scale: 3/4" = 1'-0"19 TRASH ENCLOSURE - SCREEN SECTION Scale: 1 1/2" = 1'-0"20 SCREEN WALL PLAN @ RETAINING WALL Scale: 1 1/2" = 1'-0"13 TRASH ENCLOSURE HIGH EAVE Scale: 1 1/2" = 1'-0"14 TRASH ENCLOSURE LOW EAVE Scale: 1 1/2" = 1'-0"15 TRASH ENCLOSURE RAKE No. Description Date: 1 City Review Comments 7/3/25 R-345486 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 3/8 " 5' - 0" 45° 61° R 6" 2' - 8 " ELEVATION PLAN FLANGE COVER PLATE 2" SCHED 40 STEEL PIPE -W/ POWDER COAT O/ UNDERCOAT (3) 2"X0.63" ANCHOR BOLTS CONC. 5.5" DIA. BASE PLATE W/ COVER PLATE FLANGE MOUNTED BIKE RACK ⌀0.63" R 6" PRE-FORMED CONC. BOLLARD CAP, SIZED TO FIT. JOINT FILLER & SEALANT PAVING OR SURFACE PER SITE PLAN, CIVIL AND LANDSCAPE 6" GALV. STL PIPE BOLLARD, TYP. UNO -FILL W/ CONCRETE (PAINTED), TYP. 18" CONC. FOOTING AT BOLLARD NOTE: • BOLLARDS ARE TO BE PAINTED RED. 1' - 0 " 1' - 8 " 4" 3' - 6 " N T S 4 #5 VERT #4 LOOP TIES 8" O.C. 2" T.O. BOLLARD 6' - 6 " N T S 2' - 8 " E M B E D M E N T 3' - 0 " EV CHARGER -OFCI 4" PTD. STEEL BOLLARD -VERIFY BOLLARD LOCATIONS WITH CLEARANCE AND ACCESS REQUIREMENTS AT EV CHARGER, TYP. REFER TO CONCRETE PAD CENTERED ON PARKING STALL STRIPING NOTE: COORDINATE CONCRETE PAD WITH EV CHARGER INSTALLATION REQUIREMENTS REINFORCED CONC. PAD - MIN 24" THICK WHEEL STOP PER CIVIL -ONLY AT EV CHARGING PARKING STALLS, TYP. 3' - 0 " EQ E Q 8" 8" 8"2' - 0" CONC. CURB PER CIVIL 2' - 4" 1' - 0" NOTE: • SEE SITE PLAN AND ELECTRICAL PLANS FOR FLAGPOLE & LIGHT FIXTURE LOCATION ALUM. FLAGPOLE W/ EXTERNAL HALYARD SYSTEM, REFER TO SITE PLAN FOR HEIGHTS CONCRETE FTG. & BASE PER MANUF. (SEE ALSO SITE PLAN) INTEGRAL HANDHOLD FOR FLAG DOWNLIGHT BALL FINIAL TO MATCH FINISH OF ALUM FLAG POLE ROTATING FLAG DOWNLIGHT W/ 2 LED BULBS ATTACH POLE BASE ESCUTCHEON PER MFR.DO NOT BLOCK ACCESS 2' - 6 " ZONE EMERGENCY 1' - 6" 1"1" MOUNT PER COUNTY STANDARD DETAILS 1/2" EXPANSION JOINT W/ COMPRESSIBLE FILL TYP. 5/8" OVERHANG PE R C I V I L CONCRETE SIDEWALK REFER TO CIVIL, TYP. REINFORCED CONCRETE STAIRS, TYP. REFER TO SITE PLAN FOR LOCATIONS MIN. 6" MIN . 1'- 6 " REBAR (1) #4 EA. NOSE REBAR (2) #4 BOT. REBAR #4 @ 18"OC EA. WAY @18 OC 24 24REBAR #4 X 5" PE R C I V I L 11" 8' - 0" MAX 8' - 0" MAX 2" 2" 6' - 0 " 2' - 0 " 6" 1' - 6 " 1' - 6" VINYL COATED POST CAP, TYP VINYL COATED BRACE BAND, TYP VINYL COATED CORNER/ END POST, TYP VINYL COATED TENSION BAND @ 15" O.C., TYP VINYL COATED TENSION BAR, TYP VINYL COATED CHAIN LINK FABRIC W/ FIBERGLASS REINFORCED SLATS VINYL COATED BOTTOM RAIL, TYP VINYL COATED TOP RAIL, TYP VINYL COATED LINE POST LOOP CAP VINYL COATED LINE POST VINYL COATED FABRIC TIE, TYP 18" DIA. X 24" DEEP CONCRETE FOOTING - EMBED POST 18" MIN. SELF CLOSING, 180 DEGREE SWING HINGE -PRE- FINISHED TO MATCH GATE PAD LOCKABLE LATCH - PRE FINISHED TO MATCH GATE NOTE: REFER TO 13/A1.5 FOR BALANCE OF NOTES AND DIMS WELDED, VINYL COATED TUBE STEEL FRAME 4" 5' - 8 " 6' - 0 " 3' - 0" 5.1 3' - 1" 1' - 6 " 1' - 6"6"9"9"4"4"4" FACE OF FOOTING -REFER TO STRUCT. FACE OF STEM WALL - REFER TO STRUCT. FACE OF SIDING PREFORATED DRAINLINE PER CIVIL - ROUTE AROUND BOLLARD FOOTING FREE-DRAINING MATERIAL PER CIVIL 2' - 8".NOTE: REFER TO FOR BALANCE OF NOTES & DIMS /2 A1.8 1' - 6" HSS POST PRE-PRIMED & PTD (REFER TO GATE ELEVATIONS) 3' - 9 " 3" MIN 3' - 0 " 6" 18" DIAM. TYP. CONC. FOOTING @ POST, #4 TIES @ 6'' O.C. (6) #5 VERTICALS 6" 6'- 0 " N T S EMBEDDED POST 6" CLR FROM BOTTOM T.O. PAVING OR GRADE, WHERE OCCURS 6" GALV. & PTD STEEL PIPE, FILLED W/ CONCRETE PRE-PRIMED, PTD 2x3x1/4 ANGLE FRAME W/ MITERED CORNERS PRE-PRIMED, PTD 1 3/4" x 18 GA. RIBBED PAINTED GALV. STEEL DECK, SPOT WELDED TO FRAME @ 24" O.C. MIN. 1/2" CANE BOLT AT EACH GATE EMBED PIPE SLEEVE IN CONCRETE TO ACCEPT BOLT NOTE: ALL STEEL PIPE, HARDWARE, STRAPS, ANGLES, SLEEVES, ETC. SHALL BE PRIMED & PAINTED. VERIFY SIZE OF TRASH/RECYCLING ENCLOSURE WITH TENANT AND LOCAL REFUSE COMPANY PRIOR TO START OF CONSTRUCTION. POST FOUNDATION (SHOWN DASHED), SEE /10 A1.8 5' - 6 " 6 " 4" 8' - 0". PRE-FORMED CONC. CAP SIZED TO FIT PRIMED & PTD. PIPE SLEEVE HINGE, TYP. DEPRESSED GATE PATH SLOPED TO DRIVE 2x4 ALUM. TUBE BOTTOM RAIL GUIDE ROLLER ASSEMBLY 6" CONC. CURB 4" CONC. O/ 6" CRUSHED ROCK BASE (2) #4 REBAR CONT. SUB GRADE POST TOP 2" SQ. ALUM. UPRIGHT GATE INTERMEDIATE POSTS ALUM. TUBE TOP RAIL AND TRACK GALV. STL. TUBE STEEL BRACE 4" SQ. GATE POST TRUCK ASSEMBLY 1' - 3" 1' - 4 " 6" 4 " 6 " 1" . 6" 1' - 11" 6" 5' - 6 " . SURFACE MOUNT KNOX BOX 3/16" STL PLATE WELDED TO POST -PRE- PRIMED, PTD -GRIND WELD SMOOTH 4X4 TUBE STEEL POST -PRE-PRIMED, PTD -GRIND WELDS SMOOTH PRE-PRIMED, PTD SHOE COVER 8"X8"X 3/16" GALV. BASE PLATE 5/8" J-BOLTS CONC. FT. PER MANUF KEYPAD/ CARD READER PAVEMENT 6" CONC. CURB PER CIVIL 1' - 0" 3' - 8 " 1 1 / 2 " 3' - 0 " 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6235 STATE OF WASHINGTON BRIAN J. HARRIS REGISTERED ARCHITECT 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 As indicated Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A_ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G A1.8 SITE DETAILS 21-12 8/21/25 RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y PERMIT RESUBMITTAL Scale: 3/4" = 1'-0"1 BIKE RACK Scale: 3/4" = 1'-0"2 ENCLOSURE BOLLARD Scale: 1/2" = 1'-0"3 EV CHARGER Scale: 3/8" = 1'-0"9 FLAG POLE Scale: 1 1/2" = 1'-0"5 EMERGERNCY ZONE SIGNAGE Scale: 3/4" = 1'-0"6 SITE STAIRS Scale: 1/2" = 1'-0"12 SLATTED CHAIN LINK FENCE ELEVATION Scale: 1/2" = 1'-0"4 SLATTED CHAIN LINK GATE Scale: 3/4" = 1'-0"7 BOLLARD @ MB FOOTING 2 Scale: 3/4" = 1'-0"10 TRASH ENCLOSURE - GATE POST SECTION Scale: 1/2" = 1'-0"11 TRASH ENCLOSURE - GATE ELEVATION Scale: 3/4" = 1'-0"15 AUTOMATED GATE SECTION Scale: 1/2" = 1'-0"14 KEYPAD PEDESTAL No. Description Date: 2 Design Modification 7/4/25 R-345487 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 SE 128TH ST 15 8 T H A V E S E RENTON KING COUNTY RE N T O N KI N G C O U N T Y FIRE STATION ALTERNATE MAINTENANCE BUILDING T T T SE 128TH ST SECONDARY CT CABINET AND METER GENERATOR P1 P1 P1 P1 EXIST OVERHEAD UTILITY LINES TO REMAIN EXIST UTILITY POLE WITH STREETLIGHT EXIST OVERHEAD UTILITY LINES TO REMAIN EXIST UTILITY POLE TO REMAIN (4)4" - POWER (2)4" - COMM ROUTE CONDUITS UNDERGROUND BETWEEN UTILITY POLES OVERHEAD POWER BETWEEN POLES TO BE REMOVED BY PSE RELOCATE EXIST UTILITY POLE 37' TO SOUTH COORDINATE LOCATION WITH PSE EXIST OVERHEAD UTILITIES TO 13110 PARCEL TO BE MOVED WITH RELOCATED POLE RELOCATED UTILITY POLE EXIST OVERHEAD UTILITIES TO 13025 PARCEL TO BE MOVED WITH RELOCATED POLE EXIST UTILITY POLE WITH STREETLIGHT EXIST STREETLIGHTS ALONG SE 128TH ST TO REMAIN ROUTE POWER 5' CLEAR OF SEWER LINE GATE KEYPAD GATE GROUND LOOP SENSOR EXIST OVERHEAD UTILITY LINES TO REMAIN PSE PADMOUNT TRANSFORMER 1 HA-1 EV-1,3 EV-2,4 DUAL PORT EV CHARGER PROVIDE SEPARATE 208V, SINGLE PHASE CIRCUITS FOR EACH PORT AS INDICATED 1 HA-1 1 19 HM-19 LM-54 DUAL PORT EV READY 1.25"-4#8 & 1#8 GND TO PANEL EV DUAL PORT EV CAPABLE 1.25" CONDUIT ONLY TO PANEL EV ROUTE CONDUIT FOR FEEDER FROM SUB DIST PANEL TO PANEL HM TO HER AND STUB OUT UNDERGROUND STREET LIGHT TYPE S2. REFER TO CITY OF RENTON STANDARD PLAN 116.1 EXIST UTILITY POLE TO BE REMOVED STREET LIGHTING TYPE S1 REFER TO CITY OF RENTON STANDARD PLAN 117.1 2" TO TRAFFIC CONTROL PUSHBUTTONS IN APPARATUS BAY. (SEE FS-E3.1 FOR LOCATIONS STREET LIGHT JUNCTION BOX TRAFFIC CONTROL JUNCTION BOX REFER TO EMERGENCY VEHICLE WARNING SYSTEM PLANS STREET LIGHT TYPE S2. REFER TO CITY OF RENTON STANDARD PLAN 116.1 STREET LIGHT J-BOX STREET LIGHT JUNCTION BOX 2 1 3 4 GATE OPERATOR STREET LIGHT J-BOX EXIST UTILITY POLE TO REMAIN CITY OF RENTON SERVICE CABINET. REFER TO CITY OF RENTON STANDARD PLANS 122.1,122.2,126.1, AND 126.2 STREET LIGHT JUNCTION BOX TYPE 2 HANDHOLE (1)4" SCHEDULE 80 PVC PRIMARY POWER STUB RGS CONDUIT 10' UP POLE DN 41 LB-41 FLAG POLE DIRECTIONAL BORE ACROSS SE 128TH ST REFER TO CIVIL FOR EXTENT OF BORING DIRECTIONAL BORE FROM BEND IN CONDUIT TO PROPERTY LINE. REFER TO CIVIL FOR EXTENT OF BORING. 15 8 T H A V E S E RENTON KING COUNTY KI N G C O U N T Y ALTERNATE MAINTENANCE BUILDING T T DN PANEL HM ROUTE POWER 5' CLEAR OF SEWER LINE COORDINATE LOCATION AND DEPTH OF UNDERGROUND CONDUITS WITH FOOTINGS FOR BUILDING INTERCEPT CONDUIT INSTALLED IN BASE BID AND EXTEND TO PANEL HM. PROVIDE CONDUCTORS FROM SUB DIST PANEL TO PANEL HM (AS INDICATED ON ONE LINE DIAGRAM) SHEET NOTES: BASE BID: 1.PROVIDE 120V CIRCUIT TO GATE OPERATOR AS INDICATED. PROVIDE LOW VOLTAGE CIRCUITRY AS REQUIRED BY MANUFACTURER FROM GATE OPERATOR TO GROUND LOOP SENSORS AND KEYPAD. 2.ALL NEW EXISTING POWER AND TELECOMMUNICATION SERVICES SHALL BE UNDERGROUND 3.ALL WORK FOR SERVICE CABINET AND STREET LIGHTS SHALL COMPLY WITH APPLICABLE CITY OF RENTON STANDARD PLANS. 4.REFER TO SHEET E1.6 FOR STREET LIGHT WIRING SCHEDULE AND LUMINAIRE POLE SCHEDULE C: \ U s e r s \ k a t e \ D C \ A C C D o c s \ T F W B E n g i n e e r s \ R e n t o n F i r e S t a t i o n 1 6 \ P r o j e c t F i l e s \ E 1 . 1 T E M P . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST Project Title: Sheet Title: Project No. : Date : Scale: Sheet Number : SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 E2 5 0 0 6 2 1 1 As indicated Au t o d e s k D o c s : / / 2 1 - 1 2 R e n t o n R F A F S 1 6 / 2 1 - 1 2 - 1 6 _ R R F A _ F S 1 6 _ A R C H _ R 2 4 _ S D . r v t 21-12 7/16/25 BID SET No.Description Date: RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G Scale: 1" = 40'-0"1 SITE PLAN - BASE BID - ELECTRICAL 0 60'30'E1.1 SITE PLAN - OVERALL - ELECTRICAL Scale: 1" = 40'-0"2 SITE PLAN - ALTERNATE 1 - ELECTRICAL Addendum 45 8/6/25 City Comments6 8/25/25 3PH Power Routing7 4/14/267 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 4/14/26 T T O:\ c a d \ R e n t o n F i r e S t a t i o n # 1 6 2 3 - 0 9 6 \ C A D - C i v i l P e rm i t \ E 1 . 2 - S t r e e t L i g h t C a l c . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 PERMIT RESUBMITTAL No. Description Date: FI R E S T A T I O N 1 6 & MA I N T E N A N C E B L D G RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y 1 SITE PLAN STREET LIGHTING LIGHT CALC 1 City Corrections 7/3/25 6 City Comments6 8/21/25 R-345489 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 O:\ c a d \ R e n t o n F i r e S t a t i o n # 1 6 2 3 - 0 9 6 \ E 1 . 3 - E 1 . 5 . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 PERMIT RESUBMITTAL No. Description Date: RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G 6 City Comments6 8/21/25 R-345490 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 O:\ c a d \ R e n t o n F i r e S t a t i o n # 1 6 2 3 - 0 9 6 \ E 1 . 3 - E 1 . 5 . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 PERMIT RESUBMITTAL No. Description Date: RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G 6 City Comments6 8/21/25 R-345491 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 O:\ c a d \ R e n t o n F i r e S t a t i o n # 1 6 2 3 - 0 9 6 \ E 1 . 3 - E 1 . 5 . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 PERMIT RESUBMITTAL No. Description Date: RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G 6 City Comments6 8/21/25 R-345492 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 PANEL ST 20/2 15/1 200/2 20/2 20/1 20/1 PC TYPE S1 STREET LIGHTS (CCT A) TYPE S2 STREET LIGHTS (CCT B) RECEPTACLE TRAFFIC CONTROL DEVICES (SEE EMERGENCY VEHICLE WARNING SYSTEM PLANS) SERVICE CABINET PSE METER TO UTILITY POLE 2"-PSE SECONDARY SERVICE 1. LIGHTING CIRCUITS ROUTE VIA CONTACTOR INTEGRAL TO SERVICE CABINET NOTES: O:\ c a d \ R e n t o n F i r e S t a t i o n # 1 6 2 3 - 0 9 6 \ E 1 . 6 - E 1 . 7 . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 PERMIT RESUBMITTAL No. Description Date: RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G 1 ONE LINE DIAGRAM Addendum 45 8/6/25 City Comments6 8/21/25 XXXXLUMINAIRE LABEL SEE PLANS STREET LIGHT WIRE LABEL. SEE PLANS 6 R-345493 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 O:\ c a d \ R e n t o n F i r e S t a t i o n # 1 6 2 3 - 0 9 6 \ E 1 . 6 - E 1 . 7 . d w g 2/ 2 / 2 0 2 1 2 : 0 3 P M 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 PERMIT RESUBMITTAL No. Description Date: RE N T O N , W A RE N T O N R E G I O N A L F I R E A U T H O R I T Y FI R E S T A T I O N 1 6 A N D MA I N T E N A N C E B L D G Addendum 45 8/6/25 City Comments6 8/21/25 6 R-345494 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 T T P1 RENTON REGIONAL FIRE STATION #16 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 Know what's below. Call before you dig. WHAT TRANSPORTATION CAN BE. 3 57647 T R U NG D. LE P R O F ESSIONAL E N G I N EER REGISTER E D STA T E O F WASHIN G T O N NOT F O R CON S T R U C T I O N GENERAL NOTES LEGEND CONSTRUCTION NOTES AHEAD SIGN LEGEND 1 R-345495 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 RENTON REGIONAL FIRE STATION #16 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 Know what's below. Call before you dig. WHAT TRANSPORTATION CAN BE. 3 57647 T R U NG D. LE P R O F ESSIONAL E N G I N EER REGISTER E D STA T E O F WASHIN G T O N NOT F O R CON S T R U C T I O N CIRCULAR FLASHING BEACON WITH CONTROLLER DETAILS NOT TO SCALE PREPARE TO STOP WHEN FLASHING CIRCULAR FLASHING BEACON DETAILS NOT TO SCALE PREPARE TO STOP WHEN FLASHING 2 R-345496 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5 RENTON REGIONAL FIRE STATION #16 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 Know what's below. Call before you dig. WHAT TRANSPORTATION CAN BE. 3 57647 T R U NG D. LE P R O F ESSIONAL E N G I N EER REGISTER E D STA T E O F WASHIN G T O N NOT F O R CON S T R U C T I O N 3 R-345497 C2 5 0 0 1 8 2 8 PR 2 4 - 0 0 0 0 8 4 LU A 2 4 - 0 0 0 3 7 3 TE D - 4 0 - 4 3 4 5