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:. 5-1 5-44 N 5-409 BOEING COMMERCIAL AIRPLANE GROUP RELOCATE MEDICAL VICINITY/ SITE MAP LEGAL DESCRIPTION CODE SUMMARY SCOPE OF WORK 4-6 :V U iU o c U T U 00 U U I ' U U M U O N U W Jc v U 0n L • rn a C I m z a O M ma 1 LLr Cam, I m � a m O 33 AIPPf= WAv U 5-\6 � 5-02 � 000 5-27 4- PUGET SOUND POWER & LIGHT COMPANY •a6 � O �P O 10-473 7- 01`i LOT 5 � OO 10-45 10-100 o� LOT 6 0 7< I d Z I i 10-90 �� 11 1 40iI V� I II N. 8TH STREEr 10-77 0' zo O 10-71 �CE a a< 410-33 10-20 10-469 0_ N. 6TH STREET z 10-16 z W Z Z Z Z Z W Z f < a a < 6 YQ LOT 8l J m 3 N. 5TH rRFFr N.4TH "7 N O O •11 1 BOEING COMMERCIAL AIRPLANE PARCEL I-80 CITY OF RENTON, KING COUNTY, WASHINGTON The following described tract of land is the resultant consolidation of Record Title vested in the Boeing Company, a Delaware Corporation and Puget Sound Power & Light Company, a Massachusetts Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Reports Number A-253802, A-253803, A-253804, Unit 13, dated January 11, through January 21, 1980. THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF GOVERNMENT LOTS 1, 2 AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDAN, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON; AND OF C.H. ADSIT'S LAKE WASHINGTON PLAT AS RECORDED IN VOLUME 8 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; AND OF BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS, AS RECORDED UNDER KING COUNTY AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS OF LAKE WASHINGTON SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY LIDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 156371; AND OF VACATED LAKE WASHINGTON BOULEVARD (FORMERLY PARK STREET); AND OF THE ABANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY NORTHERN PACIFIC RAILWAY) RIGHT— OF —WAY. PARCEL II-80 CITY OF RENTON, KING COUNTY, WASHINGTON The following described tract of land shows record Title vested in The Boeing Company, a Delaware Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Report A-253196, dated January 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1, 2 AND 3 AND THE SOUTHEAST QUARTER 0 THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PARCEL III-80 PROJECT CITY OF RENTON,—KING—COUNTY, WASHINGTON LOCATION ---- -------------------------- The following described tract of land shows record Title vested in The Boeing Company, a Delaware Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Report A-253195, dated January 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUATER OF SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. PARCEL_IV-80 CITY OF RENTON, KING COUNTY, WASHINGTON The following described tract of land shows record Title vested in The Boeing Company, a Delaware Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Report A-253807, dated January 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. TTHAT PORTION OF THE SOUTHEAST QUATER OF THE SOUTHEAST QUARTER OF SECTIION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, LYING EASTERLY OF COMMERCIAL WATERWAY DISTRICT NO.2 RIGHT—OF—WAY AND WESTERLY OF LOGAN STREET NORTH AS DEEDE TO THE STATE OF WASHINGTON UNDER AUDITOR'S FILE NUMBER3261297. NOTE: Parcel bearing description is attached to permit package. CONTRACTOR: TBD BOEING PROJECT ADMINISTRATOR: MARK LORANGER PHONE 206-999-2976 BOEING PROJECT ENGINEER: FREDRIK BERGSTROM PHONE 425-387-1698 BOEING CONTACT: MARK CLEMENT PHONE 425-229-4279 APPLICATIONS/PERMITS RELATED TO PROJECT: TENANT IMPROVEMENT/ADDITION ZONING: HEAVY IND./PUBLIC USE BUILDING CODE: IBC — 2021 EDITION BARRIER FREE REQUIREMENTS: CHAPTER 11 OCCUPANCY GROUP:(SEC. 306) B CONSTRUCTION TYPE:(SEC. 603) VB ALLOWABLE AREA INCREASE: N/A FLOOR AREA:(ACTUAL) BLDG FOOTPRINT 8,555 SF BLDG GROSS FIRST LEVEL (1ST FLR) SECOND LEVEL (1ST MEZZ) N/A THIRD LEVEL (2ND MEZZ) N/A FORTH LEVEL (2ND FLR) N/A REMODELED AREA 5,040 SF BUILDING HEIGHT: (ACTUAL) (TABLE 5-13) STORIES: OCCUPANT LOAD: (ALLOWABLE) (TABLE 10—A) OFFICES 1/100 SF MECH/STOR 1/300 SF CONFERENCE 1/15 SF CLASSROOM 1/20 SF MANUFACTURING 1 /200 SF ALL OTHER 1/100 SF FIRE PROTECTION: SEPARATION EXT. WALL (NON —BEARING) EXT. WALL (BEARING) INT. WALL (NON —BEARING) INT. WALL (BEARING) STRUCTURAL FRAME FLOORS/CEILINGS ROOF CONSTRUCTION SEISMIC DESIGN: DESIGN LOADS: (CHAPTER 16) ROOF: SNOW DEAD LOAD LIVE LOAD FLOOR: OFFICE MECH/STOR WIND EXPOSURE: 01►1�1 25 PSF 12 PSF 20 PSF 100 PSF 125 PSF ±14'-0" THIS TENANT IMPROVEMENT REMODEL AREA OCCUPANCY TOTAL OCCUPANTS 53 SPRINKLERED N/A N/A N/A N/A N/A N/A N/A N /A DESCRIPTION OF WORK (OVERVIEW): REMODEL OF EXISTING 5,025 S.F. BUILDING, INCLUDING COMPLETE RECONFIG— URATION OF INTERIOR. CONSTRUCTION OF NEW CONNECTOR CORRIDOR, CONSTRUCTION OF NEW FOUNDATION FOR NEW 2,880 S.F. MODULAR BUILDING (BY OTHERS), COORDINATION OF INSTALLATION OF NEW BUILDING, AND CIVIL WORK AT EXISTING PARKING LOT AND SEWER DRAINAGE SYSTEM. SPECIFIC SCOPE OF WORK INCLUDES: AT EXISTING 5,025 S.F. MODULAR STRUCTURE: — REMOVE ALL INTERIOR EXISTING WALLS, CEILINGS, FIXTURES AND FINISHES TO STRUCTURE. — REMOVE EXISTING METAL STAIR AND RAMP AT SOUTH AND EAST ENTRIES. — REMOVE ROOFTOP MECHANICAL EQUIPMENT. — CONSTRUCT NEW INTERIOR WALLS, CEILINGS, FIXTURES AND FINISHES. — ALL NEW INTERIOR WALLS ARE NON —BEARING. — PROVIDE STRUCTURAL SHEAR WALLS AND FRAMING WHERE NEW OPENINGS ARE INSTALLED IN EXISTING EXTERIOR WALLS. — CONSTRUCT NEW CONCRETE STAIR AND RAMP AT NEW AMBULANCE ENTRY. — PROVIDE COVERS AT EXISTING ROOF PENETRATIONS WHERE EQUIPMENT HAS BEEN REMOVED. — CONSTRUCT NEW 600 S.F. CONNECTOR CORRIDOR AT EAST END OF EXISTING BUILDING, INCLUDING STRUCTURAL FRAMING, STOREFRONT AND FINISHES. — CONSTRUCT NEW CONCRETE STAIR AND RAMP AT NEW CONNECTOR/MAIN ENTRY (SOUTH). — RE —INSTALL METAL STAIR AND RAMP AT NEW CONNECTOR/MAIN ENTRY (NORTH) AT NEW 2,880 MODULAR STRUCTURE (BY OTHERS): — CONSTRUCT NEW PERIMETER FOUNDATION AND INTERIOR FOOTINGS AND POSTS FOR NEW BUILDING. — COORDINATE INSTALLATION OF NEW MODULAR BUILDING (BY OTHERS) ON NEW FOUNDATION. MAKE SEISMIC CONNECTIONS. — INSTALL NEW HVAC EQUIPMENT AND ASSOCIATED DUCTWORK. — INSTALL NEW LIGHT FIXTURES AND SUSPENDED ACOUSTIC CEILING. — PROVIDE FINISHES AT PRE —BUILT WALLS/FLOORS, INCLUDING PAINT, CARPET AND VINYL TILE. — INSTALL EXTENDED FIRE SPRINKLER SYSTEM FROM EXISTING BUILDING. NEW CIVIL/SITE WORK TO INCLUDE: — REWORK OF EXISTING GRADES AT NEW BUILDING PERIMETER. — ABANDONMENT OF EXISTING STORM CATCH BASIN AND INSTALLATION OF NEW STORM BASIN. — BY—PASS OF EXISTING Y—INTERSECTION OF 4-88 AND 4-90 BUILDINGS TO PROVIDE BETTER SEWER DRAINAGE. — REWORK OF EXISTING PARKING LOT AND TRAFFIC LANES TO ACCOMMODATE AMBULANCE ROUTE/DROP—OFF AS WELL AS NEW BUILDING ADDITION. NEW 2,880 S.F MODULAR BUILDING TO BE CERTIFIED BY WASHINGTON STATE L&I AGENCY. MODULAR BUILDING TO BE SUBMITTED TO RENTON UNDER DEFERRED SUBMITTAL IN THIS PERMIT REVIEW, ONCE SUBMITTAL TO L&I IS COMPLETE. ro I l u d a architects architecture planning interior design R-433701 105 South Main Street, Suite 323, Seattle, WA 98104 206,624.4222 ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 IL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 6so4 GISTERED A HITECT � RIC C STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J.ANDRE DATE 03.16.06 SUBTITLE VICINITY MAP, LEGAL DESCRIPTION CODE SUMMARY & DRAWING INDEX CURRENT REVISION 42657 SYMBOL B DATE 01.24.25 A NEW SECURITY BLDG 140534-08 JA/PG 04.13.06 CHECKED SHEET GO GO — AS BUILT — RELOCATED BUILDING WS 11.4.14 ENGINEER P.GIBBS 03.16.06 TITLE RELOCATE MEDICAL CENTER Q Q BUILDING 04-088 ARCHITECTURAL MASTER RENTON, WA APPROVED BY DEPT. DATE B RELOCATE MEDICAL CENTER 42657 HS/RAI EAC 01.24.25 CHECKED �06 N0. 42657 COMP NO. APPROVED APPROVED DWG No. 04-088—AO ABBREVIATIONS GENERAL NOTES co co i w LEGEND/SYMBOLS SECTION LETTER 0S CEILING MOUNTED OCCUPANCY SENSOR OR DETAIL NUMBER DESIGNATION & AND JT JOINT s SWITCH, OS INDICATES INTEGRAL OCCUPANCY SENSOR, D INDICATES BUILDING, WALL SECTIONS INTEGRAL DIMMER @ AT 1. OBTAIN & POST REQUIRED CONSTRUCTION PERMITS FROM THE CITY OF RENTON PRIOR TO COMMENCING CONSTRUCTION. C s AB ANCHOR BOLT 15A, 120V DUPLEX RECEPTACLE ACP ACOUSTICAL CEILING PANEL #X � X FIRE SPRINKLER HEAD ALUM ALUMINUM � AND DETAIL REFERENCES O INTERCOM/SPEAKER KO KNOCK OUT 2. VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE BOEING PROJECT CONSTRUCTION MANAGER SHOULD CONDITIONS DIFFER FROM DESIGN DOCUMENTS. �I SHEET NUMBER WHERE DETAILED ACT ACOUSTICAL CEILING TILE L LENGTH 3. THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CURRENT REVISION CLOUD(S) ON EACH SHEET. IF THERE IS NO CLOUD ON A SHEET THE ENTIRE 20 20A, 120V, DUPLEX RECEPTACLE ADJ ADJACENT SHEET IS IN THE SCOPE OF WORK. INFORMATION OR WORK (WHETHER CLOUDED OR NOT) REFERRED TO FROM WITHIN A CLOUD IS INCLUDED IN THE SCOPE SHEET NUMBER REFERENCED FROM # 15A, 120V, FOURPLEX RECEPTACLE AFF ABOVE FINISHED FLOOR LB LAG BOLT OF WORK (I.E. — A SECTION OR DETAIL SYMBOL THAT LIES WITHIN A CLOUD ON A PLAN VIEW SHEET IS INCLUDED IN THE SCOPE EVEN WHEN THE ACTUAL ----� xx AGG AGGREGATE LEN LENGTH SECTION OR DETAIL DRAWN ON THE DETAIL SHEET IS NOT CLOUDED.) X REFERENCE TO DETAIL/ENLARGED PLAN ( 1 ❑F o FIRE ALARM HORN/STROBE, xx INDICATES CANDELA RATING AL ALUMINUM LF LINEAL FEET i DATA/TELEPHONE OUTLET ALT ALTERNATE LL LIVE LOAD 4. KEEP ALL AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY THIS SCOPE OF WORK. STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREA # X # ( I • LWR LOWER DESIGNATED BY THE BOEING PROJECT CONSTRUCTION MANAGER. 0 ROOF/ACCESS HATCH MATL MATERIAL ANCH ANCHOR ANCHORAGE 5. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. X DETAIL DESIGNATION APA AMERICAN PLYWOOD ASSOC. MAX MAXIMUM BRING DISCREPANCIES ON THE DRAWINGS OR IN SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON APPD APPROVED DISCOVERY. THE CONTRACTOR SHALL ADVISE BOEING, SUMMARIZE THE SITUATION AND PROVIDE RECOMMENDATIONS TO RESOLVING POTENTIAL CONFLICTS PRIOR SHEET NUMBER WHERE DETAILED MBR MEMBER XXXX TOILET APPROX APPROXIMATE MB MACHINE BOLT TO SUBMITTING ANY REQUESTS FOR INFORMATION (RFIs). (IF SAME AS SHEET REFERENCED FROM) ASTM AMERICAN SOCIETY OF MTL METAL 6. CONFORM ALL WORK TO APPLICABLE CODES, REGULATIONS AND INDUSTRY STANDARDS. URINAL TESTING MATERIALS MFR X SECTION/DETAIL DESIGNATION MIN MINIMUM 7. COMPLY WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. BTWN BETWEEN XXXXX XXXXX~ SHEET NUMBER WHERE DETAILED O LAVATORY BLDG BUILDING MISC MISCELLANEOUS 8. PROVIDE, AS IF DRAWN IN FULL, REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS. BLKG BLOCKING MO MASONRY OPENING BOT BOTTOM MT MOUNT(ED) (ING) 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, SHEET NUMBER REFERENCED FROM MOP SINK MTL METAL UNLESS OTHERWISE NOTED. C CHANNEL DF DRINKING FOUNTAIN CB CATCH BASIN N NORTH (COORDINATE) 10. DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OR CENTERED IN ROOM WALL, UNLESS DIMENSIONED OTHERWISE. NORTH ARROW CC CENTER TO CENTER NF NEAR FACE 11. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO FLOOR ABOVE UNLESS SHOWN OR NOTED OTHERWISE. 0 CEM CEMENT NIC NOT IN CONTRACT 0 o SANITARY NAPKIN/TAMPON DISPENSER CIF CUBIC FEET NO. NUMBER 12. PLANS WHICH APPEAR AS "BACKGROUNDS" ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF CJ CONTROL JOINT NOM NOMINAL ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE Adk ELEVATION DATUM ° CL CENTER LINE NTS NOT TO SCALE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. IT OR SPOT ELEVATION CLG CEILING ® CA OVERALL 13. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION PAPER TOWEL DISPENSER/DISPOSAL CLR CLEARANCE) O/C OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH —IN REQUIREMENTS FOR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS CEILING HEIGHT A.F.F. COL COLUMN 0/C ON CENTER PROJECT. COMP COMPRESSED) (ION) OD OUTSIDE DIAMETER DOUBLE ROLL TOILET PAPER DISPENSER CONC CONCRETE OF OUTSIDE FACE 14. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS TO THE BOEING PROJECT CONSTRUCTION MANAGER WHENEVER SUCH INSTRUCTIONS ARE REFERENCED XXXXXX OFCI OWNER FURNISHED CONTRACTOR IN THE CONSTRUCTION NOTES. ROOM NAME CONN CONNECTION HANDICAP GRAB BAR, 1 1/2" O.D. INSTALLED XXXX ROOM NUMBER CONTT CONSTRUCTION OPG OPENING 15. CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR STAGING AREAS WHERE CONTRACTOR MAY STORE SALVAGED TOILET SEAT COVER DISPENSER CONT CONTINUOUS, CONTINUE OPP OPPOSITE, OPPOSITE HAND MATERIALS TO BE REUSED IN LATER PARTS OF THIS PROJECT AND WHERE MATERIALS TO BE STAGED BY BOEING ARE TO BE LOCATED. XX DOOR NUMBER CONTR CONTRACT(OR) CT CERAMIC TILE PAR PARALLEL 16. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION NOTES FOR MATERIAL EARTH, DIRT, UNDISTURBED CTSK COUNTERSUNK PCC PRECAST CONCRETE CALLOUTS. X PARTITION/WALL TYPE CY CUBIC YARD(S) PCF POUNDS PER CUBIC FOOT 17. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF DEMOLITION OR PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND PERF PERFORATE(D) REPAIR THE EXISTING TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, EARTH, DIRT, COMPACTED 0, DIA DIAMETER PERIM PERIMETER CEILING LINES, TOP OF BASE, CHANGE IN MATERIAL OR SIMILAR. DBL DOUBLE PL PLATE 18. ALL RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN REQUIRED FIRE RATING OF THE PARTITION. X INTERIOR ELEVATION STONE, GRAVEL, POROUS FILL DEMOL DEMOLISH, DEMOLITION PLAM PLASTIC LAMINATE XXX XXX (WHERE SPACE IS LIMITED) DEP DEPRESSED PLYWD PLYWOOD 19. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE THE FINAL LOCATIONS OF MECHANICAL AND ELECTRICAL COMPONENTS. SEE THE REFLECTED CEILING DIA DIAMETER PNL PANEL PLANS FOR LOCATIONS OF ITEMS IN THE CEILING; SEE DISCIPLINE SHEETS FOR ALL INFORMATION ABOUT THE MECHANICAL AND ELECTRICAL COMPONENTS BRICK, COMMON DIAG DIAGONAL PRIEST PRESTRESSED) INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS. REVISION CLOUD WITH DIM DIMENSION PRF PREFORMED REVISION LETTER "BEAK" DL DEAD LOAD PRF POUNDS PER SQUARE FOOT 20. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE RATED FLOORS, SHAFTS AND BUILDING PARTITIONS CERAMIC TILE DN DOWN PSI POUNDS PER SQUARE INCH AND ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. A DS DOWNSPOUT PT POINT, PAINT 21. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK WITHIN CONCRETE DWG DRAWING PVC POLYVINYL CHLORIDE THE BUILDING, BEYOND THE LIMITS OF THE ARCHITECTURAL DRAWINGS. E EAST (COORDINATE) R RADIUS (CURVATURE) 22. AT METAL STUD PARTITIONS, STUDS ARE TO EXTEND FROM FLOOR TO FLOOR U.N.O.. WHERE THEY CANNOT DO SO, DUE TO INTERFERENCE WITH NEW OR EA EACH R RISER EXISTING DUCTS, PIPING, ETC., PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTITION; SUBMIT EQUIVALENT SUPPORT VCT CPT FLOOR MAT'L TRANSITION INSULATION: BATT, LOOSE FILL, BLANKET EB EXPANSION BOLT RIB RESILIENT BASE METHOD TO ARCHITECT FOR REVIEW. ALL FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THEIR RATING FROM FLOOR TO UNDERSIDE OF EF EACH FACE REF REFERENCE, REFER TO STRUCTURE ABOVE, U.N.O. Mor// l INSULATION: RIGID EJ EXPANSION JOINT REINF REINFORCE(D) (ING) 23. PROVIDE ACCESS DOORS AS INDICATED OR AS NECESSARY AND VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS FLOOR RECESS EL ELEVATION REQ REQUIRED) (ING) REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGES, CONCEALED JUNCTION ELEV ELEVATION REV REVISION(S), REVISED BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. LOCATIONS AND SIZES OF EXPOSED ACCESS DOORS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW n EQ EQUAL RH RIGHT HAND PRIOR TO INSTALLATION OF THE MECHANICAL AND ELECTRICAL EQUIPMENT. END WALL GUARD ALUMINUM EW EACH WAY RO ROUGH OPENING 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL SAFETY CODES, REGUALTIONS AND BOEING EXIST EXISTING REQUIREMENTS. CORNER GUARD BRASS, BRONZE, COPPER EXP EXPOSED S SOUTH (COORDINATE) I EXT EXTERIOR SECT SECTION 25. THE CONTRACTOR SHALL RETAIN A FIRE PROTECTION ENGINEER LICENSED IN THE STATE OF WASHINGTON TO DETERMINE/DESIGN THE MODIFIED FIRE SF SQUARE FEET SPRINKLER SYSTEM LAYOUT WITHIN THE AREA OF WORK. SAID ENGINEER SHALL STAMP, SEAL AND CERTIFY THAT HIS/HER DESIGN IS IN COMPLIANCE W/ALL FINISH DESIGNATION METAL, STEEL, IRON FAs FASTEN(ER) SHT SHEET APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY MODIFICATIONS AS A RESULT OF SAID ENGINEER'S DESIGN. CPT-1 FF FINISHED CEILING SIM SIMILAR 26. PORTIONS OF THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID AS MUCH AS CD — GRID/GRID BUBBLE AND PLASTER: SAND, CEMENT, GROUT FF FACTORY FINISH SQ SQUARE POSSIBLE ANY INCONVENIENCE TO BUILDING OCCUPANTS AND PROVIDE FOR THEIR SAFETY, ACCESS AND EGRESS THROUGHOUT THE PROJECT WORK. THE CENTERLINE FF FINISHED FLOOR SST, SS STAINLESS STEEL CONTRACTOR SHALL FULLY SCREEN OFF AREAS UNDER CONSTRUCTION BY TEMPORARY SCREENS OR PARTITIONS AS NECESSARY TO LIMIT DUST, DIRT, NOISE, FGR FINISH GRADE ST STRUCTURAL TEE FUMES OR OBJECTIONABLE ODORS FROM ENTERING OCCUPIED AREAS. --- --- --- -- CONSTRUCTION ABOVE OR PLASTER: GYPSUM WALL BOARD FH FIRE HYDRANT STD STANDARD BELOW, BEYOND OR BEHIND (HIDDEN) FIN FINISH(ED) STL STEEL FND FOUNDATION STR STRUCTURAL CONSTRUCTION "FLAG" NOTE FOR SPECIFIC WOOD: FINISH FOC FACE OF CONCRETE SYM SYMMETRY,SYMMETRICAL CONSTRUCTION DIRECTIVE FOF FACE OF FINISH SYS SYSTEM FOIC FURNISHED BY OWNER/ WOOD: ROUGH CONTINUOUS T&B TOP AND BOTTOM GENERAL "BOAT" NOTE FOR INSTALLED BY CONTRACTOR T&G TONGUE AND GROOVE ® SPECIFIC OR EXISTING HISTORICAL FO FINISHED OPENING TEMP TEMPORARY INFORMATION. WOOD: INTERRUPTED BLOCKING FRO FOR REFERENCE ONLY FT FOOT THK THICKNESS) TOC TOP OF CURB A WINDOW TYPE FTG FOOTING TOC TOP OF CONCRETE PLYWOOD: SMALL SCALE FUT FUTURE TOL TOLERANCE XXX HANDRAILS, KICK PLATES AND OTHER FV FIELD VERIFY TOS TOP OF STEEL PHYSICAL PROTECTION GA GAGE TS STRUCTURAL TUBE FEo- FIRE EXTINGUISHER CRFG GLASS FIBER REINFORCED GYPSUM PLYWOOD: LARGE SCALE TYP TYPICAL GALV GALVANIZED FEC FIRE EXTINGUISHER & CABINET GC GENERAL CONTRACTOR UBC UNIFORM BUILDING CODE i O ® UL UNDERWRITERS' LABEL Q SUPPLY AIR DIFFUSER WALL TYPE: CONCRETE MASONRY (CMU) GI GALVANIZED IRON LINO UNLESS NOTED OTHERWISE RETURN AIR GRILLE GR GRADE UPR UPPER GT GROUT FLOURESCENT LIGHT FIXTURE WALL TYPE: STEEL STUD GWB GYPSUM WALL BOARD VB VAPOR BARRIER (PENDANT MOUNTED) VC VINYL COMP. TILE HDNR HARDENER VERT VERTICAL FLOURESCENT LIGHT FIXTURE HDWD HARDWOOD (PENDANT MOUNTED) WALL TYPE: WOOD STUD HDWR HARDWARE WF W STVERI�IN FIELD (COORDINATE) FLOURESCENT LIGHT FIXTURE ON EMERGENCY NIGHT HG HIGH GRADE W WIDE FLANGE LIGHT (NL) CIRCUIT HM HOLLOW METAL W WIDTH, WIDE WALL TYPE: EXISTING O RECESSED OR PENDANT LIGHTING FIXTURE HORZ HORIZONTAL WC WATER CLOSET 0 RECESSED OR PENDANT LIGHTING FIXTURE HS HIGH STRENGTH WD WOOD ______ HT HEIGHT W/ WITH FLOURESCENT LIGHT FIXTURE ON EMERGENCY NIGHT WALL TYPE: REMOVAL W/0 WITHOUT LIGHT (NL) CIRCUIT IBC INTERNATIONAL BLDG. CODE WWF WELDED WIRE FABRIC R-433702 � WALL SCONCE 1 ID INSIDE DIAMETER b WALL SCONCE 2 S WALL TYPE: PARTITION (7'-0" HIGH) ID INSIDE DIMENSION NOTE: REFER TO THE COLOR AND MATERIAL ISSUE FOR CONSTRUCTION IF INSIDE FACE SCHEDULE FOR ADDITIONAL FINISH AND ro I I u d a architects ® EXIT SIGN (CEILING UNIT) IN INCH DESIGNATIONS/ABBREVIATIONS JAN UARY 24 2025 EXIT SIGN (WALL MOUNT) WALL TYPE: GLASS INCL INCLUDED(D) (ING) architecture planning interior design , 105 South Main Street, Suite 323, Seattle, WA 98104 206.624.4222 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOI�-� R DATE 01.24.25 ORIG. RELOCATE MEDICAL CENTER 42657 HS/RAI EAC 01.24.25 6604 THIS DESIGN AND/OR CHECKED ABBREVIATIONS & SYMBOLS LEGEND 42657 U (�J SPECIFICATION IS APPROVED ENGINEER TITLE SHEET BOE//V� ®APPROVED BY DEPT. DATE RELOCATE MEDICAL CENTER G 1 G 1 ' CHECKED Q Q STAPPROVED BUILDING 04-088 JOB NO. 7��- m 42657 APPROVED ARCHITECTURAL MASTER EVERETT, WA DWG NO. 04-088-G1 J co N Cb 0 v 0 U Of W NDEX OF DRAVV NGS DRAWING NO. DRAWING TITLE DATE DRAWING NO. DRAWING TITLE DATE DRAWING NO. DRAWING TITLE DATE DRAWING NO. DRAWING TITLE DATE GENERAL MECHAN CAL MECHANICAL CONT. ELECTR CAL CONT. 04-088-GO COVER SHEET 01.24.25 04-088-MO MECHANICAL LEGEND 01.24.25 04-088-G1 SYMBOLS & GENERAL NOTES 01.24.25 04-088-M1 GENERAL NOTES AND ABBREVIATIONS 01.24.25 04-088-G2 DRAWING INDEX 01.24.25 04-088-M2A EQUIPMENT SCHEDULES 01.24.25 04-088-M2B EQUIPMENT SCHEDULES 01.24.25 04-088-M2C VENTILATION SCHEDULE 01.24.25 \ / 04-088-1M10R FIRST FLOOR MECHANICAL PLANS - REMOVAL 01.24.25 C V L 04-088-1 M11 OR FIRST FLOOR PLUMBING PLANS - REMOVAL 01.24.25 C2-1 CIVIL NOTES 01.24.25 04-088-RFM10R ROOF MECHANICAL PLANS - REMOVAL 01.24.25 C3 TESC PLAN 01.24.25 04-088-1 M26OR FIRST FLOOR FIRE PROTECTION PLAN - REMOVAL 01.24.25 C80 SITE PLAN 01.24.25 04-088-1 M10 FIRST FLOOR MECHANICAL PLANS 01.24.25 C150 GRADING PLAN 01.24.25 04-088-1 M11 FIRST FLOOR MECHANICAL PLANS 01.24.25 C220R PAVING & STRIPING REMOVAL PLAN 01.24.25 04-088-1 M110 FIRST FLOOR PLUMBING PLANS 01.24.25 C220 PAVING & STRIPING REMOVAL 01.24.25 04-088-1 M111 FIRST FLOOR PLUMBING PLANS 01.24.25 C290R UTILITY & DRAINAGE REMOVAL PLAN 01.24.25 04-088-1 M260 FIRST FLOOR FIRE PROTECTION PLAN 01.24.25 C290 PARTIAL SITE UTILITY PLAN 01.24.25 04-088-1 M261 FIRST FLOOR FIRE PROTECTION PLAN 01.24.25 C300 DRAINAGE PROFILES 01.24.25 04-088-RFM10 ROOF MECHANICAL PLANS 01.24.25 C500 TESC DETAILS 01.24.25 04-088-RFM11 ROOF MECHANICAL PLANS 01.24.25 C501 PAVING DETAILS 01.24.25 04-088-M301 VARIABLE REFRIGERANT FLOW CONTROLS 01.24.25 C502 GRADING ENLARGEMENT 01.24.25 04-088-M302 SEQUENCE OF OPERATIONS 01.24.25 C503 GRADING ENLARGEMENT 01.24.25 04-088-M303 VARIABLE REFRIGERANT FLOW SYSTEM DIAGRAM 01.24.25 04-088-M41OA RISER DIAGRAMS 01.24.25 04-088-M504 MECHANICAL DETAILS 01.24.25 04-088-M505 FIRE PROTECTION DETAILS 01.24.25 ELECTRICAL A R C H T E CT U RA 04-088-E1 GENERAL NOTES, SYMBOLS AND SHEET INDEX 01.24.25 04-088-CC1 CODE COMPLIANCE PLAN 01.24.25 04-088-E2 LIGHTING FIXTURE SCHEDULE 01.24.25 04-088-1A10R FLOOR PLAN - REMOVAL 01.24.25 04-088-E3 MECHANICAL EQUIPMENT CONNECTION SCHEDULE 01.24.25 04-088-1A28OR REFLECTED CEILING PLAN - REMOVAL 01.24.25 04-088-E4R ONE -LINE DIAGRAM - REMOVAL 01.24.25 04-088-1A10 FLOOR PLAN 01.24.25 04-088-E4 ONE -LINE DIAGRAM 01.24.25 04-088-1A280 REFLECTED CEILING PLAN 01.24.25 04-088-E8 LIGHTING ZONING PLAN 01.24.25 04-088-RFA160 ROOF PLAN 01.24.25 04-088-1 E10R LIGHTING PLAN - REMOVAL 01.24.25 04-088-A60 EXTERIOR ELEVATIONS 01.24.25 04-088-1 E10 LIGHTING PLAN 01.24.25 04-088-A201 WALL SECTIONS 01.24.25 04-088-1 E11 LIGHTING PLAN 01.24.25 04-088-A350 DOOR SCHEDULE, ELEVATIONS AND DETAILS 01.24.25 04-088-1 E60R 208Y/120V POWER PLAN - REMOVAL 01.24.25 04-088-A351 STOREFRONT DETAILS 01.24.25 04-088-1 E60 208Y/120V POWER PLAN 01.24.25 04-088-A370 CASEWORK ELEVATIONS 01.24.25 04-088-1E61 208Y/120V POWER PLAN 01.24.25 04-088-A371 INTERIOR ELEVATIONS 01.24.25 04-088-1 E260R FIRE ALARM PLAN - REMOVAL 01.24.25 04-088-A450 1 /4" ENLARGED PLAN - EXISTING BUILDING 01.24.25 04-088-1 E260 FIRST FLOOR FIRE PROTECTION PLAN 01.24.25 04-088-A451 1 /4" ENLARGED PLAN - NEW ADDITION 01.24.25 04-088-1 E261 FIRST FLOOR FIRE PROTECTION PLAN 01.24.25 04-088-A503 CEILING DETAILS 01.24.25 04-088-1 E41 OR COMMUNICATION PLAN - REMOVAL 01.24.25 04-088-A504 STAIR AND RAMP DETAILS 01.24.25 04-088-1 E410 COMMUNICATION PLAN 01.24.25 04-088-A505 MISCELLANEOUS DETAILS 01.24.25 04-088-1 E411 COMMUNICATION PLAN 01.24.25 04-088-RFE60R ROOF 208Y/120V POWER PLAN - REMOVAL 01.24.25 04-088-RFE60 ROOF 208Y/120V POWER PLAN 01,24.25 04-088-RFE61 ROOF 208Y/120V POWER PLAN 01.24.25 04-088-E504-1 DETAILS 01.24.25 04-088-E504-2 COMMUNICATION DETAILS 01.24.25 04-088-E504-3 COMMUNICATION DETAILS 01.24.25 04-088-RFE61 ROOF 208Y/120V POWER PLAN 01.24.25 STRUCTURAL 04-088-RFE61 ROOF 208Y/120V POWER PLAN 01.24.25 04-088-S2 STRUCTURAL NOTES 01.24.25 04-088-RFE61 ROOF 208Y/120V POWER PLAN 01.24.25 04-088-S2-1 STRUCTURAL NOTES 01.24.25 04-088-RFE61 ROOF 208Y/120V POWER PLAN 01.24.25 04-088-S2-2 SPECIAL INSPECTIONS SCHEDULE 01.24.25 04-088-RFE61 ROOF 208Y/120V POWER PLAN 01.24.25 04-088-S2-3 SPECIAL INSPECTIONS SCHEDULE 01.24.25 04-088-E514R FIRE ALARM SYSTEM DETAILS 01.24.25 04-088-S110R FIRST FLOOR FRAMING PLAN - REMOVAL 01.24.25 04-088-E514 FIRE ALARM SYSTEM DETAILS 01.24.25 04-088-S10 FOUNDATION PLAN 01.24.25 04-088-S110 FIRST FLOOR FRAMING PLAN 01.24.25 04-088-RFS160 ROOF FRAMING PLAN 01.24.25 04-088-S210 EXTERIOR ELEVATIONS 01.24.25 04-088-S280 CONCRETE DETAILS 01.24.25 04-088-S400 STEEL DETAILS 01.24.25 04-088-S400-1 STEEL DETAILS 01.24.25 04-088-S503 FOUNDATION DETAILS 01.24.25 04-088-S504 WOOD FRAMING DETAILS 01.24.25 04-088-S504-1 WOOD FRAMING DETAILS 01.24.25 rolluda architects architecture planning interior design SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HS ORIG. RELCATE MEDICAL CENTER 42657 HS/RAI EAC 01.24.25 t6604 THISDESIGN AND/OR EACGISTERED SPECIFICATION IS APPROVED""A, A HITECT ENG APPROVED BY DEPT. DATE RIC C TCHE TE O WWASHINGT NN APP a,IE SUBTITLE 08.28.24 DRAWING INDEX 08.28.24 TITLE RELCATE MEDICAL CENTER BUILDING 45-802 ARCHITECTURAL MASTER 105 South Main Street, Suite 323, Seattle, WA 98104 206.624.4222 R - 4 3 3 7 0 3 ISSUE FOR CONSTRUCTION JANUARY 24, 2025 CURRENT REVISION SYMBO DATE 42657 0 RIG 01.24.25 SHEET G2 G2 JOB NO. COMP N0. 42657 - RENTON, WA DWG N0. 04-088-G2 `, E M 0 W ESC CONSTRUCTION SEQUENCE 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE PROJECT DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 2. COMMENCE CONSTRUCTION 3. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING PLANT, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH BOEING CONSTRUCTION MANAGEMENT, SITE ENVIRONMENTAL ENGINEERING AND THEIR GEOTECHNICAL ENGINEER. PROJECT TEAM WILL COORDINATE ROLES AND RESPONSIBILITIES FOR PROPER WATER MANAGEMENT. 4. UPON COMPLETION OF THE PROJECT, STABILIZE ANY REMAINING DISTURBED AREAS AND REMOVE BMPS (BEST MANAGEMENT PRACTICES) IF APPROPRIATE. 5. REMOVE TRAFFIC CONTROL AND REMAINING EROSION CONTROL AND POLLUTION PREVENTION MEASURES UPON APPROVAL BY BOEING. EROSION CONTROL NOTES 1. ON -SITE EROSION MEASURES AND STORM WATER POLLUTION PREVENTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SEWER BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. 2. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF THE SITE PREPARATION. 3. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN IN THE DRAWINGS OR SPECIFIED IN THE NOTES NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL STRAW WATTLES, SILT FENCE OR ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 4. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT -OF-WAY AND BOEING PROPERTY. 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITES'S CONSTRUCTION STORMWATER GENERAL PERMIT OR FOR CONSTRUCTION PROJECTS LESS THAN AN ACRE THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S INDUSTRIAL STORMWATER GENERAL PERMIT. 6. THE CONTRACTOR SHALL COORDINATE WITH BOEING SITE ENVIRONMENTAL ENGINEERING ON WHO WILL OBTAIN ANY REQUIRED STORMWATER SAMPLES. 7. THE CONTRACTOR SHALL COMPLETE AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. CHECKLISTS SHALL BE MAINTAINED ONSITE AND BE AVAILABLE FOR REVIEW AT ANY TIME. STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. OUT OF THE WET SEASON, STOCKPILES SHALL BE COVERED FOR WEEKEND OR OTHER EXTENDED PERIODS OF NON-USE. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. TRENCH NOTE 1. TRENCH SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. THE PROJECT TEAM AND BOEING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. CONCRETE 1. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF F'c=4000 PSI. 2. CONTRACTOR TO PROVIDE CONCRETE MIX DESIGN FOR HIGH EARLY STRENGTH CONCRETE WHICH MUST HAVE A FLEXURAL STRENGTH OF 650PSI IN 14 DAYS AND MUST BE OPEN TO TRAFFIC IN 3 DAYS WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. IN 28 DAYS, COMPRESSIVE STRENGTH MUST BE 4000 PSI MINIMUM. 3. ALL CONCRETE SHALL CONFORM TO REQUIREMENTS IN THE WSDOT STANDARD SPECIFICATION SECTION 6-02 UNLESS SPECIFIED OTHERWISE. SYM REVISION ORIG RELOCATE MEDICAL CENTER BY I APPROVED I DATE 42657 1 S.MEURN I P.KASITYAP 1 09.16.24 SYM REVISION CB PROTECTION NOTES 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS TRIBUTARY TO AREA WHERE CONTRACTOR'S CONSTRUCTION ACTIVITIES OCCUR. 2. CATCH BASIN INSERTS SHALL BE INCLUDED ON THE WEEKLY INSPECTION CHECKLIST AND MAINTAINED FOR THE DURATION OF THE PROJECT. 3. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. POLLUTION PREVENTION NOTES 1. PREVENT OIL AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 2. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING OWNED STREET AND CITY STREET PAVEMENT. 3. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPERATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 4. THE CONTRACTOR SHALL CONDUCT DAILY STORMWATER/ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY WHEEL WASH AT THE DESIGNATED CONSTRUCTION ENTRANCE. UNDERGROUND UTILITY NOTES 1. EXISTING AND ABANDONED UTILITY LOCATIONS SHOWN ON PLANS ARE COMPILED FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING ACTIVE AND ABANDONED UTILITIES BEFORE COMMENCING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. UTILITY ABANDONMENT: a. WIRES SHALL BE REMOVED FROM ALL ELECTRICAL AND DATA CONDUIT TO BE ABANDONED IN PLACE . ABOVE GROUND CONDUIT CONNECTIONS SHALL BE REMOVED TO A MINIMUM DEPTH OF 24" PRIOR TO ABANDONMENT. b. ALL ABANDONED UNDERGROUND PIPES WITH A DIAMETER OF 8-INCHES OR GREATER SHALL BE PLUGGED AND FILLED WITH CDF. 3. PROVIDE DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT SPEC SECTION 9-15.18 FOR ALL NEWLY INSTALLED UNDERGROUND UTILITIES. 4. PROVIDE BRASS UTILITY MARKER FOR ALL EXISTING AND NEWLY INSTALLED UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. 5. ALL UTILITY VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET GX. 6. THE LIFTING FORCE REQUIRED TO OPEN ACCESS LIDS AND HATCHES SHALL BE A MAXIMUM OF 35-POUNDS. HINGED LIDS AND ACCESS HATCHES SHALL BE EQUIPPED WITH A LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE REQUIREMENTS. TRAFFIC NOTE DO NOT CLOSE OR OBSTRUCT EXISTING TRAFFIC ROUTES WITHOUT PERMISSION FROM BOEING. COORDINATE LOCATION AND TIMING OF ALL ROADWAY CLOSURES WITH BOEING PRIOR TO PERFORMING WORK. PAVEMENT STRIPING AND SIGNAGE NOTES 1. PERMANENT PAVEMENT MARKING SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-22. 2. SELF-CONTAINED HYDROBLAST SHALL BE USED FOR THE REMOVAL OF ALL PAIN STRIPING, LETTERS, AND MARKINGS. BY I APPROVED I DATE EARTHWORK NOTES 1. DO NOT COMMENCE EARTH MOVING OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTH MOVING OPERATIONS. 3. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06. 4. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT, DEWATERING PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL AGGREGATES SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD SPECIFICATIONS: BORROW (GRAVEL) 9-03.14(1) BORROW (SELECT) 9-03.14(2) BORROW (COMMON) 9-03.14(3) BORROW (GRAVEL FOR STRUCTURAL EARTH WALL) 9-03.14(4) CRUSHED SURFACING TOP COURSE 9-03.9(3) CRUSHED SURFACING BASE COURSE 9-03.9(3) GRAVEL BASE 9-03.10 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 9-03.12(3) GRAVEL BACKFILL FOR DRAINS 9-03.12(4) GRAVEL BACKFILL FOR DRYWELLS STREAMBED COBBLES (6") 9-03.12(5) ROCK FOR EROSION AND SCOUR PROTECTION 9-03.11(2) CLASS A AND CLASS B 9-13.4 QUARRY SPALLS 9-15.1(5) PERMEABLE BALLAST 9-13.1(5) 9-03.9(2) SECURITY FENCING CONTRACTOR SHALL PLACE TEMPORARY SECURITY FENCING AROUND ALL WORK AREAS WHERE PERMANENT FENCING IS BEING REPLACED PAVEMENT/GRADING NOTES 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-04.2. 2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2. 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3. 4. CONCRETE PAVEMENT CONSTRUCTON; CONFORM WITH WSDOT SPEC 5-05.3. 5. PAVEMENT JOINTS; CONFORM WITH DETAILS ON SHEET C501. 6. PROVIDE PAVEMENT PENETRATION REINFORCING AT ALL CATCH BASINS, MANHOLES AND PVC DRAINS PER DETAILS ON C503. 7. GRADE ADA ACCESSIBLE PARKING STALLS AND ACCESS AISLES AT A MAXIMUM SLOPE OF 1.5% IN ALL DIRECTIONS. 8. SEE WSDOT STD SPEC 2-06 FOR PAVEMENT SUBGRADE PREPARATION. 9. CONSTRUCTION GEOTEXTILE FOR SEPARATION; CONFORM WITH WSDOT STD SPEC 2-12. 10. CDF SHALL MEET REQUIREMENTS OF WSDOT STD SPEC 2-09.5(1)E. 41830 �GI STERN ��A �`sS10NAL E��� 09/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 1cpff www.kpff.com R-433704� ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C.MOUA DAIE 09.16.24 SUBTITLE CIVIL NOTES CURRENT REVISION 42657 SYMBOL 0 R 0 DATE 01.24.25 CHECKED P.CRAWFORD 09.16.24 SHEET C2-1 SEQUENCE No. ENGINEER P.CRAWFORD 09.16.24 TITLE RELOCATE MEDICAL CENTER Q Q BUILDING 04-088 CIVIL MASTER RENTON, NIA APPROVED BY DEPT. DATE CHECKED 09.16.24 42657 A APPROVED APPROVED DWG No. RTN-YD-C2-1 O CM 0 O It N u \ / / �1��STS .PI, \ 295LF 1-1/4" WATER �� �G b - DI CL 52 617-14 No -14 /SAS STS LEGEND: C� SERVICE TYPE K COPPER EE SHFFT TOP 21.2 CB -I SSS` N-184119.85 LIMIT OF WORK M SEE SHEET C15E FOR INV .88 o 96 LE 12 DIP N co E-1 300444.68 CONTINUATION. •91=0.0050 r g IE W 18.91 96 LF 12" DIP TEMPORARY CHAINLINK 3 S=0.0050 --A„ o�P WS 18.6 0 7.36 o. 624 � " CONSTRUCTION FENCE C3 C50 20 12S CB .0 �o 0 Q 0 DEC gS 4 Wj F RIM 21.84 ?� �, ■ CATCH BASIN PROTECTION 2 a `' ��� N� IS S 20.14 G C3 C500 No. 617 14 19.04 o MOBILE SEDIMENT TANK 3 `S� CB -I WS 19.09 CB 617C-14 2» 2 POWE 2 N-184119.85 RIM 21.05 BOT 17.59 N-184146.39 BP /� IE E 18.65 E-1300415.53 �/ 3 E-1300444.68 DECTOP = 21.68 -o U DS SP > > > INTERCEPTOR SWALE J A 295LF 1- 4 TER � IE S 18.65 No. 624A- r', WS 18.65 CB -I o / SEE S EE C1 OR BOT N; BOT 17.05 RIM 22.36 IE NEW = 19.7900 u GEOTEXTILLE ENCASED CHECK DAM ICE TYP 0 4 IE N 20.91 J3C:5100 o. 17-B14 CONTIN° 2"TEL WS 20.91 DHA 3416-11 CB -I 617 2"SPARE BOT 18.71 0 55-GALLON DRUM WITH PUMP MAG WASHER G IE 1 2118 .26 o ftiL� CB-1 " " TC3C500 o N 18402 71� �y �2of IE 18.26 �� f�0oP221 60 �� �S�s ( / DHA 3416-10 Do TEMPORARY FORCE MAIN oved P /CW INo. 613A ROWS-009 TOP 20.4 INV E 17.9 INV SW 17.9 BOT 14.3 RUW TO P INV E INV S' 1BOT 1 / SAS 1 RD/UG 4 ' \ RD/UG k"v LL.`to E 18.61 SW 18.61 18.61 BOT 17.06 INV N 21.9 INV S 22.0 BOT 20.3 DHA SURVEY LIMIT APRIL 2019 ELECTRICAL SHOWN FOR INFORMATION ONLY, SEE cP, ELECTRICAL PLANS N N � �O % N 'o \ BN No. 629 EMERGENCY SHUTOFF VALVE TOP 24.21 DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB -I RIM 23.40 IE W 19.35 WS 19.30 2� o BOT 17.65 20' 10' 0 IT \ GENERAL NOTES: SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET C2-1. SEE REMOVAL PLANS FOR LIMITS OF DEMO. CONSTRUCTION NOTES: CATCH BASIN FILTER TEMPORARY CHAINLINK CONSTRUCTION FENCE. FIELD LOCATE 55-GALLON DRUM WITH PUMP. ® FIELD LOCATE MOBILE SEDIMENT TANKS AND FILTRATION SYSTEM TEMPORARY INTERCEPTOR SWALE © GEOTEXTILE ENCASED CHECK DAM 7 TEMPORARY DISCHARGE LINE AND CONNECT TO EXISTING STORM DRAIN CATCH BASIN. POINT OF COMPLIANCE FOR SAMPLING CONSTRUCTION STORMWATER ® CONSTRUCTION GATE/ENTRANCE KEY PLAN SCALE : NONE A B C D E F G H J K L C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-433705 ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE _ F ASxI` S DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE V4, � �ACCEPTABILITY C.MOUA 09.16.24 TESC PLAN 42657 0RIG 01.24.25 ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE NO. ENGINEER TITLE RELOCATE MEDICAL CENTER�� �� APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 41830 CHECKED Q Q �g IOIST NALAPPROVED � S. 09.16.24 BUILDING 04-088 42657 09/17/2024 APPROVED CIVIL MASTER RENTON, WA Dwc No. RTN-YD-C3 0 M Lid O N W] aved P /cw (ROWS-009 TOP 20,4 NV 1 /A NV SW 1/ 3OT ' 1 .5 KUW - TOP INV E NV S' OT 1 (PVC) SAS 1 RD/UG 4 \ RD/UG \ 295LF 1-1/4" WATER �G •,5' � � � - DI CL 52 617-14 No -14 LEGEND: GENERAL NOTES: SERVICE TYPE K COPPER EE SHFFT TOP 21.2 CB -I SEE SHEET C15E FOR INV .88 RIM 21.16 96 LF 12" DIP LIMITS OF WORK 1. DIMENSIONS ARE TO FACE OF BUILDING. FACE OF CURBS, CONTINUATION. / I '91 96 LF 12" DIP=0.0050 g AND CENTER OF PAINT STRIPE. s �s IE W 18.91 S=0.0050 FLUSH CURB �P WS 18.6 o. 624 C80 # 2. PLAN IS FOR DIMENSIONAL LAYOUT ONLY REFER TO OTHER wo 2jo DEC s2s� 17.36 Cg-I � BUILDING OUTLINE SHEETS FOR CONSTRUCTION. � » 0 -23» hGG Fc N ISIMS220844 0 CATCH BASIN 3 PROPOSED BUILDING (REFER TO ARCH AND STRUCT) o No. 617-14 I 19.04 Y RIM CB-I WS 19.09 CB 4 617C-14 20.0' APPROXIMATE DIMENSIONS/ VARIES CONCRETE PEDESTRIAN RAMP (REFER TO ARCH AND STRUCT) IE E 18.65 BOT 17.59 N-184146.39 TOP = 1300415.53 5 CONCRETE STAIRS REFER TO ARCH AND STRUCT A� 295LF 1- 4' TER � � � " DEc IE S 18.65 �B_I624A- TOP = 21.68 � ( ) �j SE ICE TYP OPPER o WS 18.65 IE NEW = 19.79 E SHE C1 OR BOT 17.05 RIMN22. 91 " ©EXISTING RAMP AND STAIRS TO REMAIN o. 17-614 �O 2'�TEL WS 20.91 DNA 3416-11 CB -I No. 617 2"SPARE BOT 18.71 7 METAL STAIRS AND RAMP (REFER TO ARCH AND STRUCT) F MAC WASHER 1 21.46 CB-1 N 18402 .71 �y C 22�f iE 18.26 ��IE 18.26�� r^ p2 ��so s s ( ,\ ( / DNA +11. 8 CONCRETE EQUIPMENT PAD (REFER TO ARCH AND STRUCT) ELECTRICAL SHOWN FOR INFORMATION ONLY, SEE ELECTRICAL PLANS c C-) \ o TA 6 ROWS-02c TOP 24" INV I INV DIA IT APRIL 201 No. 629 EMERGENCY SHUTOFF VALVE TOP 24.21 DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB -I RIM 23.40 IE W 19.35 WS 19.30 �o BOT 17.65 20' 10' d. o .P, • c CONSTRUCTION NOTES: CURB STOP GORE STRIPING PEDESTRIAN WALK SYMBOL PARKING STALL COUNT EXISTING STALLS TO BE REMOVED PROPOSED STALLS ADA (NOT VAN ACCESSIBLE) 0 0 VAN ACCESSIBLE 0 0 TOTAL ADA 0 0 SVO 0 0 GENERAL 21 0 ELECTRICAL CARTS 0 0 MOTORCYCLE 0 0 TOTAL PARKING 21 0 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 20' 40' KEY PLAN SCALE : NONE A B C D E F G H J K L ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-433706 ISSUE FOR PERMIT SEPTEMBER 16, 2024 KA SOF WA YM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Sgf DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE 4� ACCEPTABILITY C.MOUA 09.16.24 SITE PLAN 42657 I C 09.16.24 ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 �� o THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE NO. ENGINEER TITLE RELOCATE MEDICAL CENTER A PERMIT RESPONSES #1 KPFF P. KASITYAP 12.16.24 APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 C80 41830 CHECKEDQ Q B PERMIT RESPONSES #2 KPFF P. KASITYAP 01.20.25 '�o�, ��'GISTER�� ���4 S.MEURN 09.16.24 BUILDING 04-0 V V IF] RFI #78 KPFF P. KASITYAP 05.01.25 `SIONAL EAPPROVED 42657 RFI #82 KPFF P. KASITYAP 05.19.25 05/19/2025 APPROVED CIVIL MASTER RENTON, NIA DWG NO. RTN-YD-C80 O CM Ln O N u STS 295LF 1-1/4" WATER o� ,5 - DI CL 52 617-14 No -14 sTs .P, LEGEND: T TOP 21.2 CB -I SA M SERVICE TYPE K COPPER o EE SHFF r" N184119.85 2'0% - SLOPE DIRECTION SEE SHEET C15E FOR �� � INV .88 l� 96 LF 12" DIP \ r CONTINUATION. IE W 18.91 96 LF 12" DIP=0.0050 o P-1300444.68 XX� O `�'� o `per 1 S=0.0050 SPOT ELEVATION � \ � y p 3 ' p\P WS 18.6 0. 624 � ,. 2 12s,r 17.36 CB -I o O s-� o DE s� "0 -23" o -o 4 GRADE BREAK LLI ARIM 21.84 61 N IS S 20.14 a XX CONTOUR LINE EL No. 617-14 I 19.04 �_ 'o o RIM S co CB-121.05 WS 19.09 CB 617C-14 2"POW 2 N-184119.85 EXISTING CONTOUR LINE BOT 17.59 N-184146.39 E-1300444.68 IE E 18.65 - E-1300415.53 �- UP30 A 295LF 1 4� TER = DE,; �EcS1Q865 NR_624A- TOP r= 21.68'^\ -0 S/SP ���! LIMIT OF WORK aved P (ROWS-009 TOP 20,4 NV 1 /A NV SW 1 / 9 3OT ' 1 .5 KUW)TOP INV E NV S' OT 1 (PVC) 1 RD/UG 4 \ RD/UG ELECTRICAL SHOWN FOR INFORMATION ONLY, SEE ELECTRICAL PLANS c /GO F,ITVI LL.`to O n N "41 E 18.61 \ L99IT8.61 J, ATM W r8-*bRK 1 BOT 17.06 ROWS-02U SDCB 5A -�)P 24 RIM=23.44 23.31 (EX) I,A SUIT 23.37 (EX) APRIE 2n` No. 629 SDCB #3 EMERGENCY RIM=23.34 JTOEE VALVE TOP 24.21 DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB -I RIM 23.40 I E W 19.35 WS 19.30 BOT 17.65 20' 10' 0 d .N, •• c IT o 6 \t GENERAL NOTES: ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT GRADE UNLESS OTHERWISE SPECIFIED C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 0' 40' KEY PLAN SCALE : NONE A B C D E F G H J K L 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-433707 ISSUE FOR PERMIT SEPTEMBER 16, 2024 KA OF WAS DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 4 SIN `�� _ ACCEPTABILITY C.MOUA 09.16.24 GRADING PLAN C � `. THIS DESIGN AND/OR CHECKED 42657 I 09.16.24 ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P. KASITYAP 09.16.24 E RFI #78 KPFF P. KASITYAP 05.01.25 �. SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE No. - - ENGINEER TITLE A PERMIT RESPONSES #1 KPFF P. KASITYAP 12.16.24 F RFI #82 KPFF P. KASITYAP 05.19.25 � � APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 RELOCATE MEDICAL CENTER � 1 50 �� 41830 CHECKED Q Q B PERMIT RESPONSES #2 KPFF P. KASITYAP 01.20.25 'o�y, ��'GISTERF� �'��4 S.MEURN 09.16.24 BUILDING 04-0 V V C RFI #26 KPFF P. KASITYAP 02.03.25 �`sS10N T E��� APPROVED 42657 D RFI #37.1 KPFF P. KASITYAP 03.04.25 05/19/2025 APPROVED CIVIL MASTER RENTON, NIA DWG No. RTN-YD-C150 O CM Ln O N u \ \ \ 295LF 1-1/4" WATER co o SERVICE TYPE K COPPER M Al SEE SHEET C15E FOR CONTINUATION. ' N�D o . w 6 U DHA 3416-11 MA G WASHER �. N 18402 .71 13000 .333 EL 22. 6' hG� G 1� 4 SjS \ 2' L' /H 1" F`N s �aved P king \ E �I cn 0 w 0 J E Q) C 0 No. 613A ROWS-009 o TOP 20.4 INV E 17.9 �paJ INV SW 17.9 pp g BOT 14.3 I CM � 22„ 0 U ROW -009 ID TOP 0.4 \ C14INV E 17.9 \ o INV S 17.9 � OT 1 3 z � i z i z CD cn w 0 Q w j S3S Q J Q w 1 RD/UG ME4 ' \ RD/UG 0 z w CD 0 � SYM REVISION 0) ORIG RELOCATE MEDICAL CENTER CD Nd- N CD 0 0 0 N N /X, BY I APPROVED I DATE I SYM 426571 S.MEURN I P.KASITYAP 1 09.16.24 REVISION BY I APPROVED I DATE SHY- ?O DES 1�- 812212c A 41830 GISTER�� `yct�t4 �sSIONAL E��l 09 /17 2024 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED C.MOUA CHECKED P.CRAWFORD ENGINEER P.CRAWFORD APPROVED BY DEPT. DATE CHECKED S.MEURN APPROVED 500444.68 4,90 N-184119.85 E-1300444.68 ,DS/SP ELECTRICAL SHOWN FOR INFORMATION ONLY, SEE ELECTRICAL PLANS � co- A DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB —I RIM 23.40 I E W 19.35 WS 19.30 2� o BOT 17.65 20' 10' 6 IT ME SUBTITLE 09.16.24 09.16.24 TITLE 09.16.24 09.16.24 CIVIL MASTER I enckin. LIMIT OF WORK BUILDING OUTLINE Q VEHICULAR CONCRETE pO a e4 PAVEMENT C220 C501 HEAVY DUTY ASPHALT 6 PAVEMENT C220 C501 nckIMAI Al/1TC@. 1. SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET C2-1 AND C2-2. 2. SEE REMOVAL PLANS FOR LIMITS OF DEMO. rt'iKICTDIIrTItIAI AItITCC• PAVEMENT STRIPING PEDESTRIAN WALK SYMBOL IICV DI A AI A B C D E F G H 20' 40' ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PAVING & STRIPING PLAN RELOCATE MEDICAL CENTER BUILDING 04-088 J K L R-433708 ISSUE FOR PERMIT SEPTEMBER 16, 2024 CURRENT REVISION SYMBOL DATE 42657 0 R 0 09.16.24 SHEET SEQUENCE NO. C220 C 6 42657 RENTON, WA DWG N0. RTN—YD—C220 cc 0 0 N r(i 1 0 Ln O N J1J�STS .PI, \ 295LF 1-1/4" WATER �� �G b - DI CL 52 617-14 No -14 /SAS STS LEGEND: C� SERVICE TYPE K COPPER EE SHFFT TOP 21.2 CB -I SSS^ N-184119.85 LIMIT OF WORK M SEE SHEET C15E FOR INV .88 96 LE 12 DIP N co E-1 300444.68 CONTINUATION. •91 0.0050 r � g IE W 18.91 96 LF 12 DIP = - ----------------- SAWCUT LINE C)\ o WS 18.6 S=0.0050 7.36 0_624 � G 0 f o 2.0 DEC scs CBI N / / / / / / / / / / / //• DEMOLISH CURB & STRIPING L 0 -23 o LU 66 G� FRIM 21.84 h '4 c IS S 20.14 a DEMOLISH ASPHALT N No. 617-14 19.04 CB-s O n o RIM 121.05 WS 19.09 CB 617C-14 2»POWE 2 N-184119.85 DEMOLISH CONCRETE IE E 18.65 BOT 17.59 N-184146.39 UP E-1300444.68 E-1300415.53 %%%%%%%%%%%%% N v ♦�����������♦ IE S 18.65 No. 624A- DS/SP DEMOLISH BUILDING A� 295LF 1- 4' TER � " DEC TOP = 21.68 .o ������������� 1 SE ICE TYP OPPER =o WS 18.65 CB -I IE NEW = 19.79 G ym �F E SHEE C1 OR c�� a BOT 17.05 RIM IE N22.36 91 O V° 4 G4 o. 17-1314 ° 2»TEL WS 20.91 DHA 3416-11 CB-1 �Alo. 617 2»SPARE BOT 18.71 MAG WASHER 1 21.46 '0Y CB-1 » » 26 IE 18.26° 06-22 ,L �,, DHA 3416-10 GENERAL NOTES: N 18402 .71 G �2• o� 1E 18.26 �� TOP 21.60 s� s C�► 13000 .333 18.21 " D MAG NAIL/WASHER EL 22. 6' .56 N „ D\ s� �^�° N 184045.858 03.34 1. SEE BOEING EROSION CONTROL NOTES AND TESC \ � BO � .56 „ �\ 1cv 12 * E 1 3.423.346 NOTES ON SHEET C2-1 AND C2-2. <3 s� c ►. DHA 28 -6 EL 23.48 0 2. SEE REMOVAL PLANS FOR LIMITS OF DEMO. o G� os ( A MAG NAIL/ HER , �S \ c s Ln GO a ,L N 184035.524 y 4 o a� C�►► N, E 1300356.262 � a �, EL 22.71' G 0 CONSTRUCTION NOTES: z TMH � DHA 2887- ASPHALT PARKING RIM 23.2 4°CI SAN DEMOLISH EXISTING WHEEL STOP DHA SURVEY LIMIT N N PS v o k MAG NAIL/WAS ER APRIL 2019 c cw w\RE a N y (,� 2� DEMOLISH EXISTING CONCRETE SIDEWALK \ N 184048.674 o SAN E 1300225.539 SSCO 4"CI , , No. 625 UGT - /� 1" o/SP 220 x/ EL 21.88' RIM 22.65 z AN ' "` 06CB9I G DEMOLISH EXISTING ASPHALT / \ ASPHALT PARKING 00iww RIM 22.67 x P.A. Z o O (�1. `������� ` IE E 19.72 ® REMOVE EXISTING STRIPING �, 4 A IIE S 19.62 No. 626 DEMOLISH EXISTING ASPHALT CONCRETE SIDEWALK o x / CO SAN p Di ( c - \ 8 C CB -I Co C7►► mow- vlrMETER BOT 18.07 S � TOP 22.2 o 4"C n �x �, CONCRETE LIGHT POLE ABASE Q ,1 CMP © WHEEL STOPS TO BE SALVAGED AND REPLACED �z P.A. G.O SAN a Ds 2» C P k =� 1 ��� > 12 sTs ELECTRICAL SHOWN FOR Ott a ASPHALT ST' �\ s No. 627 INFORMATION ONLY, SEE VCR s� DS _ cP, ELECTRICAL PLANS P ` SqN �� RAM 22 N n 51 �A-14 N so 0 2„ �E IDS 4 N 22• LIMIT NN 0 Ds / SSCO E�' '� „ N co RIM 23.88 S 28g OF WORK o� N g i t io.ai 6 C N CO co IE=21.0 + - 8 I 22.45 No. 615-14 / Nw E�'22'69� 1 SW 18.61 0 8"M r� C CB -I NE E\' 88� `(Qi W 18.61 No. 628 i STS SqN 20.4 RIM 22.45 E E\-'22 88� 2 �� t �� BO 17.06 ROWS-028 4A-15 S ,22. TOP 24.1 r'= -II-48 SSCO IE N 19.10 Sw E� 24 _ E COVER (�1. INV N 21.9 T RIM 21.72 RIM=21.25 "O IE S 19.15 Q8 3 INV S 22.0 No. 63 oved P king IE E 19.22 •15 N WS 19.10 4� U ���(Q� �� BOT 20.3 CB-I-SOL I EEIE1 .12 2 ` iEl - 2 D rN BOT 17.35 OFF\CE , , , DHA SURVEY LIMIT TOP 24.31 - QG� P PQ - APRIL 2019 �? No. 618A 14- Ut ems,, BADGE OFFICE GATE r r No. 629 CB -I C� \`�C� 60 - ®I x EMERGENCY �92 HO N RIM 23.03\`� �� �2 ��00� o , SHUTOFF VALVE UP TRAFFIC-1 IE N 17.53 Qn ��- �� _ , - >; TOP 24.21 /CW INo. 613A ROWS-009 TOP 20.4 INV E 17.9 INV SW 17.9 BOT 14.3 RUW TO P INV E INV S' OOT 1 / SAS 1 RD/UG 4 ' \ RD/UG DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB -I RIM 23.40 IE W 19.35 WS 19.30 2� o BOT 17.65 20' 10' 0 d. KEY PLAN SCALE : NONE A B C D E F G H J K L C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-433709I ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 kb t SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F As S DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � �ACCEPTABILITY C.MOUA 09.16.24 PAVING & STRIPING 42657 0 R I G 01.24.25 ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 �� THIS DESIGN AND/OR CHECKED P CRAWFORD 09.16.24 REMOVAL PLAN SPECIFICATION IS APPROVED SHEET SEQUENCE NO. ENGINEER TITLE RELOCATE MEDICAL CENTER C220R C5 APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 41830 CHECKED Q Q �g IONAL� S.MEURN 09.16.24 BUILDING 04-088 42657-r APPROVED 09/17/2024 1 1 1 APPROVED CIVIL MASTER RENTON, WA DWG No. RTN-YD-C220R O M Lid O N W, 295LF 1-1 4" WATER 'S _ �STs� LEGEND: o 617-14 No -14 STS �' \ / � G .S � � DI CL 52 � SERVICE TYPE K COPPER T TOP 21.2 CB -I SA SEE SHEET C15E FOR INV .88 \ � M EE SHFF � 96 LF 12" DIP ; _, � - N184119.85 LIMIT OF WORK �; cp CONTINUATION. I 91=0.0050 0-P-1300444.68 IE W 18.91 96 LF 12" DIP r SD SD STORM DRAIN LINE C)�'= o S=0.0050 WS 18.6 6242'0 DEC 12s� 7.36 r1o. _I�o �, J - -RD- - -RD-ROOD DRAIN LINE S0 -23" o RIM 21.84 IS S 20.14 G� ® STORM DRAIN INLET No. 617_ 14 I 19.04 Y o CB -I WS 19.09 CB 617C-14 2"PO 2 N-184119.85 ROOF DRAIN POINT OF CONNECTION RIM 21.05 BOT 17.59 N-184146.39 UP E-1300444.68 IE E 18.65 ; - E-1300415.53 -5 A 295LF 1- 4t' TER TOP = 21.68 l / \ = � DE,, ,�� 1EcS,Q865 NR_624A- � .��,., - \ /I% "°„ /SP SDCB #5A 61 r = RIM=23.44; N=183948.62 C29 ELECTRICAL SHOWN FOR 627 INFORMATION ONLY, SEE ELECTRICAL PLANS �� - C3VnSn' i o0 � N � o\ ATM -� .22 L . ' � RIM-21.25 \ \ T T - It ly.l5 KUUr UKAIN U.U. \ Quad Po king E SE1109.12 - 15 D WS 19 10 IE=20.40 ; E IE W 1 2 IEI = .2 BOT 17.35 N=183935.30 SDCB #3 1T ` > - E=1300370.63 N No. 618A 14 RIM 23.34 \ - C290 C502 C\) BADGE OFFICE GATE CB -I CO� bU N=183935.22 EMERGENCY �r' HO RIM 23.03 �� � _ ° ��j - , E=1300424.21 �i O 4 TRAFFI 1 IE N 17.53 n Q� _i��SHUTOFF VALVE __ TOP 24.21 (ROWS-009 TOP 20,4 NV 1 /A NV SIN 1/ 3OT KUW - TOP I V F NV S' OT 1 (PVC) SAS 1 RD/UG 4 \ RD/UG DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 -KIa No. 622-14 CB -I RIM 23.40 IE W 19.35 WS 19.30 BOT 17.65 20' 10' 2 d. o .K, • c GENERAL NOTES: 1. SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET C2-1. 2. SEE REMOVAL PLANS FOR LIMITS OF DEMO. NEW BUILDING, SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 4. LOCATION OF STRUCTURES ARE TO CENTER OF STRUCTURE. = 5. HORIZONTAL AND VERTICAL DATUMS ARE BASED ON THE PROJECT SURVEY BY DUANE HARTMAN AND ASSOCIATES DATED 9/10/2024. CONSTRUCTION NOTES: RESET EXISTING STRUCTURES TO GRADE EXISTING FIRE HYDRANT TO REMAIN EXISTING STREET LIGHT TO REMAIN ® 4" ROOF DRAIN @ 2% MIN. INTERCEPT EX ROOF DRAIN AND ROUTE TO EXISTING MAIN @ 2% MIN. © ALTERNATE: INTERCEPT EX SS FORCEMAIN AND ROUTE 4" DI W/3' COVER TO NEXT STRUCTURE DOWNSTREAM AND RESTORE SURFACE IN -KIND 7. DRAINAGE PIPE SHALL BE FUSION -BUTT WELDED BLACK HDPE (PE 3408) PIPE PER WSDOT STANDARD SPECIFICATION 9-05.23 WITH A MAXIMUM SDR OF 17 UNLESS NOTED OTHERWISE. C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 20' 40' KEY PLAN SCALE : NONE A B C D E F G H J K L ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-4337101 ISSUE FOR PERMIT SEPTEMBER 16, 2024 nA OF WAS DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE < SIN `�� _ ACCEPTABILITY C.MOUA 09.16.24 PARTIAL SITE C �� - `. THIS DESIGN AND/OR CHECKED 42657 I 09.16.24 ORIG RELOCATE MEDICAL CENTER 42657 S. MEURN P. KASITYAP 09.16.24 F RFI #82 KPFF P. KASITYAP 05.19.25 �. UTILITY PLAN P.CRAWFORD 09.16.24 - - SPECIFICATION IS APPROVED SHEET SEQUENCE No. j ENGINEER TITLE A PERMIT RESPONSES #1 KPFF P. KASITYAP 12.16.24 Q� 9 APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 RELOCATE MEDICAL CENTER C290 � Q �/ 41830 CHECKED Q Q (8 B PERMIT RESPONSES #2 KPFF P. KASITYAP 01.20.25 `I'o�y ��GISTERF� ���4 S.MEURN 09.16.24 BUILDING 04-0 V V C RFI #26 KPFF P. KASITYAP 02.03.25 �`sSIONAL E�APPROVED 42657 D RFI #37.1 KPFF P. KASITYAP 03.04.25 05/19/2025 APPROVED CIVIL MASTER RENTON, NIA DWG No. RTN-YD-C290 O CM Ln O N r" 295LF 1-1/4" WATER Co SERVICE TYPE K COPPER M SEE SHEET C15E FOR CONTINUATION. �D 6 U �D 4 0 E G� DHA 3416-11 MAG WASHER �. N 18402 .71 13000 .333 EL 22. 6' hG�G 1� 4 SSS \ 2' i � Cw E / Q) N 0- a) (/7 0 W 0 J I N O N L E Q) a cn No. 613A o I ROWS-009 Q TOP 20.4 INV E 17.9 INV SW 17.9 �paJ p0 I BOT 14.3 z ZD CM � 22„ 13" 0 U V) ROW -009 C) TOP 0.4 �' NV E 17.9 o INV S 17.9 � OT 1 3 z � i z i z CD ` cn w 0 Q w j S3S Q J Q w 1 RD/UG ME4 ' \ RD/UG 0 z w CD CD � SYM REVISION N 0) ORIG RELOCATE MEDICAL CENTER CD Nd- N CD 0 0 0 N N /X, I BY I APPROVED I DATE I SYM 426571 S.MEURN I P.KASITYAP 1 09.16.24 REVISION BY I APPROVED I DATE 41830 �GI STERN �SSIONAL Evil 09 /17 /2024 LEGEND: 500444.68 4,90 DEMOLISH EXISTING UTILITY LINE CONSTRUCTION NOTES: N-184119.85 E-1300444.68 DEMOLISH STORM DRAIN LINE DS/SP DEMOLISH STORM DRAIN STRUCTURE PROTECT UTILITY STRUCTURE IN PLACE ® PROTECT STORM DRAIN LINE IN PLACE RESET EXISTING STORM DRAIN STRUCTURE TO GRADE ©CAP EX STORM DRAIN UPSTREAM OF NEW ROOF DRAIN POINT OF CONNECTION L� DEMOLISH EX SD TO NEW SDCB #5 ELECTRICAL SHOWN FOR INFORMATION ONLY, SEE No. 627 cP, ELECTRICAL PLANS LIMIT _ P P OF WORK -mac IM %41 ocE.61 I SW 18.61 8"M W 18.61 No. 628 i S1s BO 17.06 ROWS-028 TOP 24.1 INV N 21.9 �0 INV S 22.0 No. 63 BOT 20.3 CB-I-SOL DHA SURVEY LIMIT TOP 24.31 APRIL 2019 No. 629 EMERGENCY \ SHUTOFF VALVE UP TOP 24.21 ACCEPTABILITY C.MOUA THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.CRAWFORD ENGINEER APPROVED BY DEPT. DATE P.CRAWFORD CHECKED S.MEURN APPROVED DHA 2887-4 LEAD/TACK & WASHER N 183785.565 E 1300456.256 No. 622-14 CB -I RIM 23.40 I E W 19.35 WS 19.30 2� o BOT 17.65 20' 10' 6 "T ME SUBTITLE 09.16.24 09.16.24 TITLE 09.16.24 09.16.24 CIVIL MASTER C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 20' 40' KEY PLAN SCALE : NONE A B C D E F G H J K L ET 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com UTILITY AND DRAINAGE REMOVAL PLAN RELOCATE MEDICAL CENTER BUILDING 04-088 R-433711 ISSUE FOR CONSTRUCTION JANUARY 24, 2025 CURRENT REVISION SYMBOL DATE 42657 0 R 0 01.24.25 SHEET SEQUENCE NO. C290R C7 42657 RENTON, WA DWG N0. RTN-YD-C290R ,N-4 cc 0 O N r7 1 0 LO O N CONSTRUCTION NOTES: co co Nt O 0 W 40 30 20 10 0 -10 SYM REVISION ORIG RELOCATE MEDICAL CENTER A PERMIT RESPONSES #1 B PERMIT RESPONSES #2 BY APPROVED DATE SYM 42657 S. MEURN P. KASITYAP 09.16.24 KPFF P. KASITYAP 12.16.24 KPFF P. KASITYAP 01.20.25 REVISION BY I APPROVED I DATE ! 1 STER sS10NAL ECG 01 /20/2025 40 30 20 10 0 -10 1. DRAINAGE PIPE SHALL BE FUSION -BUTT WELDED BLACK HDPE (PE 3408) PIPE PER WSDOT STANDARD SPECIFICATION 9-05.23 WITH A MAXIMUM SDR OF 17 UNLESS NOTED OTHERWISE. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lKpff www.kpff.com R-433712I ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN CMOUA DATE 09.16.24 SUBTITLE DRAINAGE PROFILES REVISION CURRENT REVI 42657 SYMBOL A DATE 01.24.25 CHECKED P.CRAWFORD 09.16.24 SHEET C300 SEQUENCE NO. ENGINEER P.CRAWFORD 09.16.24 TITLE RELOCATE MEDICAL CENTER Q Q BUILDING 04-088 CIVIL MASTER RENTON, NIA APPROVED BY DEPT. DATE CHECKED 09.16.24 42657 A APPROVED APPROVED DWG No. RTN-YD-C300 O CM Lo O O It N co Nt 0 W TOP OF DGRADE RUM SHALL BE 6" PROVIDE SOLID RUNOFF WITH �` COVER DISCHARGE SEDIMENT ,MIN ABOVE— '\\ o p o 55 GALLON DRUM WITH 2" DIAMETER WEEP HOLES WRAP WITH FILTER FABRIC WIRE TIES FILTERED \\�\�� \\� SUBMERSIBLE PUMP — RUNOFF kInTr. PUMPS SHALL BE SUBMERSIBLE, CONTRACTOR IS RESPONSIBLE FOR SIZING PUMP BASED ON FIELD CONDITIONS. 55-GALLON DRUM WITH PUMP SCALE: NTS I C\/CI DnTTnkA ON SLOPE GRADIENT SEE TABLE C31 C500 SWALL SPADNG AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20(H) : 1(V) 3-5% 300 FEET 10-20(H) 1(V) 5-10% 200 FEET 4-1 O(H) : 1(V) 10-25% 100 FEET 2-4(H) 1(V) 25-50% 50 FEET MAINTENANCE STANDARDS: 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE DIKES/SWALES SHALL BE INCREASED. NTERCEPTOR SWALE DETA E SCALE: NTS �16111611I11 j DIRECTIONS FOR USE: • REMOVE DRAIN GRATE \/ • INSERT FILTER • REPLACE GRATE TO HOLD IN POSITION SPECIFICATIONS: • FILTERS MIN. 3 FEET DEEP • CONSTRUCTED OF WOVEN POLYPROPYLENE • SEAMS DOUBLE -STITCHED • PERM EABILITY-40GAL. PER MINUTE PER SQUARE FOOT • REUSABLE OR THROW -AWAY MAINTENANCE: • REMOVE WHEN FILLED TO HALF -WAY MARK (USE FRONT -LOADER OR OTHER EQUIPMENT FOR REMOVAL) • CLEAN AND RE -USE, OR REPLACE CATCH BASIN PROTECTION SCALE: NTS C310500 T\MCTCn QFI \/A('E- f`InTI70. 1. CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED, VINYL COATED. EXPOSED GALVANIZED COMPONENTS ARE NOT ALLOWED. 2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL. 3. PANEL -TO -PANEL CONNECTIONS SHALL BE MADE AT A MIN. TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE APPROVED. CONSTRUCTON CHANDNK FENCE SCALE: NTS C31 C500 BACK OF DITCH (TYP.) FRONT APROI` E REAR APRON STAPLES (TYF.) 3 FT. MAX. SPACING (`uC(`I/ nAKA BACK OF DITCH (TYP.) PLAN VIEW 6" OVERLAP DIG TRENCH APPROXIMATELY 6" WIDE AND DEEP, STAPLE END OF GEOTEXTILE AND BACKFILL WITH NATIVE MATERIAL ORIENT THE SEWN EDGE OF THE CHECK DAM TOWARD THE UPSTREAM SIDE A FLOW_ SECTION B—B FRONT APRON EAR PRON NOTES SECTION A —A ISOMETRIC VIEW 1. GEOTEXTIEE ENCASED CHECK DAMS SHALL MEET THE REQUIREMENTS OF THE 2014 WSDOT STANDARD SPECIFICATION 8-01.3(6)A AND 9-14.5(4). 2. INSTALL THE SLOPED ENDS OF THE CHECK DAM A MINIMUM OF 3" HIGHER THAN THE TOP OF THE CHECK DAM IN THE CHANNEL TO ENSURE THAT WATER FLOWS OVER THE DAM AND NOT AROUND IT. 3. FLAT BOTTOM DITCH DESIGN SHOWN, CHECK DAM INSTALLATION DETAILS ARE SIMILAR FOR "V" BOTTOM DITCHES. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH THE 2014 WSDOT STANDARD SPECIFICATION 8-01.3(15). GEOTEXT LE ENCASED CHECK DAM r_4-� SCALE: NTS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lq)ff www.kpff.com C31 C500 R-433713 ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - F ASgI` DKAWN DAIS SUBTITLE CURRENT REVISION SYMBOL DATE �ACCEPTABILITY C.MOUA 09.16.24 TESC DETAILS 42657 0R�G ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 �� �� THIS DESIGN AND/OR CHECKED 01.24.25 SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE NO. _ 18ENGINEER TITLE RELOCATE MEDICAL CENTER C500 APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 clo 430 4 CHECKED Q �CISTEg�'� �y�S.MEURN 09.16.24 BUILDING 04-0 V Q V �SSIONAL EAPPROVED 42657 09/17/2024 APPROVED CIVIL MASTER RENTON, WA DWG NO. RTN-YD-0500 Q 0 00 cc 0 0 N �i rn M Q CD O CM O O It N co C„M No_ O Z I n A vrk An^JT PER PLAN QED SURFACING TOP SE f STRUCTURAL FILL UUMI nUILU JUL)tji\r\DE i�f9 0 =0ILd1911A19:4161110kyJ0011V11Ed1101.`111011E:11i[1I1I1A01 VEHICULAR CONCRETE PAVEMENT SCALE: NTS SAWCUT EXISTING ASPHALT PAVEMENT EXISTING SURFACE COURSE TACK COAT FACE OF CUT AND EACH COURSE--- 1*14tlIII[a0.11.%1atoll] :�9 EXISTING AGGREGATE BASE C220IC501 `� I �_ 12 o.c.----- o A I i I I 18 LENGTH OF #4 REBAR AT N i EACH CORNER (TYP). PROVIDE 2" MIN. COVER OVER REBAR. STRUCTURE LID OR GRATE I I I I 3" CLEAR (TYP) I I I I I I I I I I I I I I I i I I I i PAVEMENT PENETRATION REINFORCING (PPR) SCALE: NTS "EMOLDED JOINT FILLER OR NED GROOVE W/ JOINT SLANT TO 1 /4" BELOW T/PAV'T NCRETE PAVEMENT DO PSI @28DAYS 1 L_VV I ,3OTH DOWEL @ 12" O.C. GREASE OR WRAP ONE HALF OF BAR CONTRACTION JOINT DETAIL F )rF Qr)TH SIDES >" EDGER ICRETE PAVEMENT @ 28 DAYS SMOOTH DOWEL @ 12" O.C. GREASE OR WRAP ONE HALF OF BAR CONSTRUCTION JOINT DETAIL C220 C501 SCALE: NTS C220 C501 SCALE: NTS C220 C501 PAVEMENT THICKNESS, R=1/2" R=1/2" MEET EXISTING BASE AND EXCEPT NOT LESS THAN ASPHALT OR 6„ ASPHALT OR SECTION 7 = �N CONCRETE PAVING CONCRETE PAVING J ci C501 C501 �— III III III ,III,,III III NEW CRUSHED SURFACING TOP COURSE WDOT STD SPEC 9-03.9(3) TYPICAL T E NTO EXISTING PAVEMENT SECTION SCALE: 1 1 /2"=1 '-O" IWI►1111671111 STRUCTURAL FILL vvivii muIL-v SUBGRADE HEAVY DUTY ASPHALT PAVEMENT SCALE: NTS �Y��1][IIiI1�l NOTES: 1. CONCRETE CURB SHALL BE CLASS 3000 CEMENT CONCRETE. 2. CURBS SHALL BE TACK COATED WITH AN ASPHALT EMULSION PRIOR TO PLACEMENT OF ASPHALT CONCRETE. 3. CURBS SHALL HAVE THRU-JOINTS AT 10 FT O.C. FLUSH CURB SCALE: NTS �II:�I][IIiI1� LANDSCAPING PROPOSED PAVING ASPHALT OR CONCRETE PAVING CONCRETE PAVING SEE PLANS 4» PROPOSED BUILDING FACE a ° ° a ° CONFORM TO EXISTING 12" ° ° ° ° ° ° ��°°��°°��°°��°°��° » 13.6' 6.0' 2.0' PER DETAIL 5/C501 X HEAVY DUTY ASPHALT PAVEMENT VEHICULAR CONIC PAVEMENT REGRADING III III III III III ... °° oQoI �0 PER DETAIL 6/C501 PER DETAIL1/C501 LIMITS EXISTING PAVEMNT °°o °°o 01 IIII IIII PER PLAN °°o�°°o�°° —�o° °°� ° —III —III —III —III —I I I III —III —III —III —III ° � ° � ° � — I III III —III —III —III —III —I I ° ° ° —III—III—III—III—I III III III III III —_ _ — III III III I —III —I —III—III—III—III—III II III III II III III III III II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III ° ° ° ° ° o _ ° �°° o°° o°°�I III III � III III III III III III III -------- II III III III III III III III III — ---- II III III III III III III III III III III III III III III III III III III °o�- - III III III III III III III III III o�-°°o�-° III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I I I _III III III III III III III III III III III III III �° �° ° III III III III III 12" THICKENED EDGE CRUSHED AGGREGATE UNDISTURBED OR RECOMPACTED SUBGRADE CONCRETE/PAVEMENT THICKENED EDGE SCALE: NTS i9*6111141i'SI1I SECTION A SCALE: NTS C150IC501 THICKENED EDGE PER DETAIL 8/C501 I WHITE PAINT LINE (TYP.) GORE STRIPING SCALE: N.T.S. C22LC50' 1 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com lq)ff R-433714 ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 �n SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F WASgj S DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �, ACCEPTABILITY C.MOUA 09.16.24 PAVING DETAILS 42657 ORG 01.24.25 THIS DESIGN AND/OR CHECKED ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE N0. ENGINEER TITLE APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 RELOCATE MEDICAL CENTER C50140 CHECKED cil 1834 �'GISTER�S.MEURN 09.16.24 BUILDING 04-0 Q Q V V IoNAL ��4 APPROVED 42657 09/17/2024 APPROVED CIVIL MASTER RENTON, NIA DWG No. RTN-YD-0501 0 co Lo It N co co 0 W DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 1 ", 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION A #3 BAR EACH CORNER #3 BAR HOOP- #3 BAR EACH SIDE J #3 BAR EACH WAY \" 1, ?Fs '�r PRECAST BASE SECTION 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 18". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. \Fs a #3 BAR EACH CORNER, 18" (MIN.) #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) 1STD. PLAN - 200.20 4 % PUBLIC WORKS CATCH BASIN TYPE 1P APPR ED DEPARTMENT (FOR PARKING LOT) GAZ 9/28/2018 Public Works Administrator DATE CITY 0 CATCH SCALE: NTS F RENTON BASIN TYPE 1 P C290 C502 n 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R-433715 ISSUE FOR CONSTRUCTION JAN UARY 24, 2025 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - As -1 DRAWN DAIE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY C.MOUA 09.16.24 PAVING DETAILS ��,c� THIS DESIGN AND/OR CHECKED 42657 A 01.24.25 ORIG RELOCATE MEDICAL CENTER 42657 S. MEURN P. KASITYAP 09.16.24 SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE No. ENGINEER TITLE RELOCATE MEDICAL CENTER A PERMIT RESPONSES #1 KPFF P. KASITYAP 12.16.24 1830 APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 C502 C12 CHECKED Q Q ISTER�'��4 S.MEURN 09.16.24 BUILDING 04-0 V V 10NAL E�APPROVED 42657 12/18 2024 APPROVED CIVIL MASTER RENTON, NIA DwG No. RTN-YD-0501 LJ N O N T O LLJ O J d I U7 N O N T O LLJ Q N U) I O LL Q U ry w a a I 0 U I I Z / Z a Z c.� U) LLJ 0 Q U ry ry J Q J Q U 0 LLJ z 0 z LLJ ry CD z w m 0 0 CV / rn rn 0 cV CD 0 0 0 cV i N co co W 261� 261� 261� 0 0 2S 23.49 26 oa 24 9 24 �S�S- 0.00% NO2 7.49% 0.06% 2 4 •o p o o • CD /� TOS 26.03 CD a L? 'BOS 23.45 d ?3 o p 6 24 8 2413 1.00% 23.41 2 0.25% 7.35% 0 7.38 0 4 Q dos �� d p 4 d 25.98Lq p 4 v a o p o L" < `2310 �1 o p Lq a p o op p GRADING ENLARGEMENT SCALE: 1 "=5'-O" SYM REVISION ORIC RELOCATE MEDICAL CENTER A PERMIT RESPONSES #1 B PERMIT RESPONSES #2 C RFI #26 D RFI #37.1 C15010502 SCALE: 1 "=5'-O" C150 C502 BY APPROVED DATE SYM 42657 S. MEURN P. KASITYAP 09.16.24 E RFI #78 KPFF P. KASITYAP 12.16.24 F RFI #82 KPFF P. KASITYAP 01.20.25 KPFF P. KASITYAP 02.03.25 KPFF P. KASITYAP 03.04.25 REVISION BY APPROVED DATE KPFF P. KASITYAP 05.01.25 KPFF P. KASITYAP 05.19.25 GRADING ENLARGEMENT SCALE: 1 "=5'-O" BOE//V� F 41830 4 I STEg�'��' ZSSIONAL�'� 05/19/2025 N C15010502 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C.MOUA DATE 09.16.24 SUBTITLE CHECKED P.CRAWFORD 09.16.24 ENGINEER P.CRAWFORD 09.16.24 TITLE CIVIL MASTER APPROVED BY DEPT. DATE CHECKED S.MEURN 09.16.24 APPROVED APPROVED 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lq)ff www.kpff.com GRADING ENLARGEMENTS RELOCATE MEDICAL CENTER R-433716 ISSUE FOR PERMIT SEPTEMBER 16, 2024 CURRENT REVISION 42657 SYMBOL C I DATE 09.16.24 SHEET C503 SEQUENCE NO. C13 BUILDING 04-088 42657 RENTON, WA DWG N0. RTN-YD-0502 Q 0 co 0 0 O N r7 CD 0 M Lo O O Nt N W,