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HomeMy WebLinkAboutzR-4177SetBOEING COMMERCIAL AIRPLANE GROUP VICINITY/SITE MAP PROJECT DIRECTORY LEGEND ABBREVIATIONS GENERAL CONTRACTOR CIVIL ENGINEER EXISTING PROPOSED & AND 1 v SKANSKA WSP USA 0 AT IBC INTERNATIONAL BUILDING �/ WASHINGTON 221 YALE AVE N #400 33301 9TH AVE S. STE 300 —CW— —CW— DOMESTIC WATER CODE LAKE \ E — w— —FN— RE WATER MAIN g ID INNER DIAMETER SEATTLE, WA 98109 FEDERAL WAY, WA 98003 ABND ABANDONED IE INVERT ELEVATION HOTEL AT SOUTHPORT —E— —E— POWER LINE ACI AMERICAN CONCRETE NT NTERIOR a-83� (206) 7 SELITO 0 206.431.2250 INSTITUTE NV INVERT T c� T PAUL TOSELLO 206.43L2250 FAX —T— —T— COMMUNICATION LINE ADDY ADDITIONAL PROJECT SI E PAUL.TOSELLO®SKANSKA.COM CONTACT: STEVEN TRUE —A— —A— AIR LINE AGG AGGREGATE STEVEN.TRUE®WSP.COM PTV® N POST INDICATOR VALVE ALT ALTERNATE LF LINEAR FEET APPROX APPROXIMATE LC LIGHT GAGE ELECTRICAL Xi FIRE HYDRANT AN ANCHOR RODS 1\lj CASKS ENGINEERING, INC STRUCTURAL ENGINEER WV® 04 WATER VALVE ARCH ARCHITECTURAL M 4-67 ASTM AMERICAN SOCIETY FOR MAIL MATERIAL A g6 10604 NE 38TH PLACE, SUITE 205 WSP USA —STS— —STS— STORM DRAINAGE LINE TESTING MATERIALS MH MANHOLE KIRKLAND, WA 98033 33301 9TH AVE S. STE 300 —SAN— —SAN— SANITARY SEWER LINE ATR ALL THREAD ROD MAX MAXIMUM $2 (425) 522-1000 FEDERAL WAY, WA 98003 COO • CLEANOUT e MIN MINIMUM Mlsc MISCELLANEOUS (425) 828-2622 FAX 206.431.2286 O STORM DRAIN MANHOLE / CATCH BASIN TYPE 2 BbUT BLOCKOUT MJ MECHANICAL JOINT ' \ BLDG BUILDING DEREK TOWNSEND 206.43L2250 FAX O ■ CATCH BASIN / SAFE DRAIN N R BMP(S) BEST MANAGEMENT \\ \v\ DEREK.TOWNSEND®CASNE.COM CONTACT: MIKE WRAY —UP— uNOERcaouNp POWER BESTPRACTICES N NORTH MIKE.WRAY@WSP.COM (DEPARTMENT OF ECOLOGY) NE NORTHEAST A 20 MECHANICAL SO LIGHT STANDARD BOG BOTTOM OF CONCRETE NOM NOMINAL A— —A— COMPRESSED AIR LINE BOS BOTTOM OF STEEL NS NEAR SIDE FSI CONSULTING ENGINEERS U— UNKNOWN UNDERGROUND UTIUtt BUT BOTTOM OF Nw NORTHWEST 506 SECOND AVENUE, SUITE 700 BRG BEARING m 0 N • BOLLARD BTWN BETWEEN SEATTLE, WA 98104 B OO C ON CENTER -52 ` 206.622.3321 OFFICE GRo OO STATIC GROUND ROD D OD OUTSIDE DIAMETER CI CAST 206.909.1348 CELL y` PEDESTRIAN PATH INDICATOR DIP CAST INOPLACE = O GARRETT SMITH CJ CONTROL JOINT PIV POST INDICATOR VALVE 4'21 O • HCB-X BORING (FROM PREVIOUS SOILS INVESTIGATION) pL PLATE �� oo CL CENTERLINE q_qq o _ GARRETTS®FS-ENG NEERS.COM PMB PRE—ENGINEERED METAL _ \ CMP CORRUGATED METAL PIPE �'j o j?� B-1 BORING (FROM PREVIOUS SOILS INVESTIGATION) BUILDING 4-46 ) e 'o �•�® ® BENCHMARK COL COLUMN 'II PROJAB PROJEBT PREFABRICATED I`� fI I{PLri jQ/Q7j CONN CONCRETE o — PAVEMENT LIMITS CONST CONSTRUCTION PVC POUND P CHLORIDE PSI POUND PER SQUARE INCH I\ 9 OHW — ww— ORDINARY HIGH WATER LINE GONE CONTINUOUS PROJECT SITE —,-- —,.. GONER CONTRACTOR R 4-8 — 200' SETBACK FROM ORDINARY HIGH WATER LINE CSJ CONSTRUCTION JOINT y A•, CODE SUMMARY = _ _ =IUS EASEMENT BOUNDARYW DOMESTIC WATER Rd RESTRAINED JOINT \ - - — 1J. 8TH STREET PARCEL BOUNDARY p REF REFERENCE DI DUCTILE IRON REINF REINFORCING 1 1;N+HD O T OWNER —ELEV— —ELEV— MINOR CONTOUR DIA OR 9 DIAMETER PIECE REQUIRED l BOEING PROJECT ADMINISTRATOR MARK LORANGER PHONE: 206.999.2976 —ELEV —ELEV— MAJOR CONTOUR DIP DUCTILE IRON PIPE BOEING PROJECT ENGINEER MEHDI NAKHJIRI PHONE: 425,237,4134 DIM DIMENSION sS SOUTH SLOTTED STORM DRAIN DWG DRAWING BOEING CONSTRUCTION MANAGER THOMAS DOTY PHONE: 206.427.9206 SCHED, SCG SCHEDULE �� NxNHINK BOEING ENVIRONMENTAL ISABELLA LEWIS PHONE: 425,965.2301 E SE SOUTHEAST SEC, SECT SECTION BOEING PERMIT CONTACT MARK CLEMENT PHONE: 206.617.2944 EA EACH EAST SIFT SHEET CD WNNNINININWWNWNNN1 I NINNNW au '"'1 oI PARKING EF EACH FACE SIM SIMILAR YpRRNNININNNN+INNNNNNNNNNINNIIH9 6,B+N,J �¢ GARAGE EL OR ELEV ELEVATION SON SLAB ON GRADE NBxxRRRo Q¢ APPLICATIONS PERMITS EMBED EMBEDMENT SPA SPACE SPACING TAN mmH DIMHNNRNNNRNN'7 CNPNNNNNNq ucc / END ENGINEER SPEC SPECIFICATIONS (> vw�NHi III+INxb aNNRRININHHHNNHp , RELATED TO PROJECT: MECHANICAL, ELECTRICAL, BUILDING (VAULT), EO EQUAL SO SQUARE aFFRNNNNBu� eBRRIHHNNNBPBNUNW CONSTRUCTION, SITE UTILITIES AND STORMWATER. EQUIv EQUIVALENT STA STATION PINBBNNBBNM �NIPINI+xHINN+NxHINIoI 10—zo LEGAL DESCRIPTION Esc EROSION/SEDIMENTATION STE STANDARD W 6TH STREET CONTROL SR STEEL ZONING: HEAVY IND./PUBLIC USE PARCEL N-80 EN EACH WAY sTRucT STRUCTURAL 5-407 ,Qg(M,mmp . EX, EXIST EXISTING SW SOUTHWEST O w z 10-1s j BUILDING CODE: IBC - 2015 EDITION WITH WASHINGTON STATE AMENDMENTS EXP EXPANSION u, z Cltt OF RENTON, KING COUNTY, WASHINGTON T i < < a a zQ BARRIER FREE REQUIREMENTS: CHAPTER 11 & ICC/ANSI 117.1 Exr EXTERIOR TENT Top AND BorroM ¢ ¢ y F TEMP TEMPORARY THE FOLLOWING DESCRIBED TRACT OF LAND IS SHOWS RECORD TITLE VESTED IN THE BOEING TO TOP OF - ¢< o FLU FIRE DEPARTMENT LOT 8 'ae,l �z' ¢ ace COMPANY, A DELWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE INSURANCE TOG TOP OF CONCRETE o 3 _ LANDSCAPE REQUIREMENTS: NONE COMPANY, LIMITED LIABILITY REPORT A-253196, DATED JANUARY 21, 1980. CONNECTION 'm n FF FINISHED FLOOR TOE TOP OF FOOTING m 3 TOR TOP OF STEEL 1 N. STH BEET FEE FINISHED FLOOR ELEVATON <c / ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE TYP TYPICAL SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1, 2, AND 3 AND THE FG FINISH GRADE SOUTHEAST QUARTER OF THE NORTHWEST OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 FH FIRE HYDRANT U EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. FIN FINISH FM FORCE MAIN N PARCEL III-80 FLR FLOOR UNO UNLESS NOTED OTHERWISE OVERALL SITE PLAN V- F END FOUNDATION VC NTRIFIED CLAY SCALE: N.T.S. SCOPE OF ' � / WORK / HE OF RENTON, D KING COUNTY, WASHINGTON LAND I ED FOOTINGFS FAR ICE V, VERT VERTICAL V\V/ K HE FOLLOWING DESCRIBED TRACT OF LAND IS SHOWS RECORD TITLE VESTED IN THE BOEING ALT VAULT COMPANY, A DELWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE INSURANCE G W COMPANY, LIMITED LIABILITY REPORT A-253196, DATED JANUARY 21, 1980. GA GAUGE W WEST DATUM NOTES GEN GENERAL w, WITH THIS DOCUMENT PACKAGE INCLUDES THE DESIGN WORK FOR THE REMOVAL AND REPLACEMENT ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE H WAC WASHINGTON ADMINISTRATIVE SYSTEM, NORTH ZONE. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST CODE Of THE WET VAULT AND ASSOCIATED DRAINAGE SYSTEM. THIS ALSO INCLUDES THE DESIGN TO H,Hoez HORIZONTAL WE WATER LEVEL QUARTER OF SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, UPGRADE THE WATER QUALITYFACILITIES, UPGRADE PLANE STALL HARDSTANDS AND UTILITIES, WASHINGTON HANDHOLE cioN HUFF HIGH DENSITY WSDOT WASHINGTON STATE AND PROVIDE NEW PAVEMVEMENTNT SURFACES AND GRADING. POLYETHYLENE PIPE DEPARTMENT of 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH HSA HEADED S1UD ANCHOR TRANSPORTATION AMERICAN DATUM 1983(91). HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH HSA HIGH STRENGTH H BOLTWV WATER VALVE AMERICAN DATUM 1983(91). 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGV029). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 3. VERTICAL DATUM CONVERSION: NGV029 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) - NGVD29 + 3.60 FEET. WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC w al fetl: Wry, 12Kb BEFORE YOU DIG ( 1-DOO 1-806-424-5555 FAX: NMI431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE GRID APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION I BY I APPROVED I OATS i L -BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC [CIVIL PER COVER SHEET R-4177001 IN COMPLIANCE WVI DA CITY OF RENTON STANDARDS 1 onx,owu E.NEE .Oft C180242 501-1 C180242 1 cop RTN-YD-0501-1 07/09/21 RENTON SITE MASTER S 11 SHEET NO. DRAWI NO.NG DRAWINGTITLE GENERAL RTN-YD-0501-1 C501-1 COVER SHEET RTN-YD-0501-IA C501-1A INDEX SHEET RTN-YD-0501-1B C501-1B GENERAL NOTES, LEGEND, ANDABBREVIATIONS RTN-YD-0501-1C C501-1C GENERAL NOTES AND HORIZONTAL CONTROL RTN-YD-0501-1D C501-ID GENERAL SITE STRUCTURAL NOTES RTN-YD-0501-1E C501-1E GENERAL SITE STRUCTURAL NOTES RTN-YD-0501-1F C501-1F OVERALLSITE PLAN - EXISTING RTN-YD-0501-1G C501-13 OVERALLEXISTING PAVEMENT THICKNESS PLAN RTN-YD-0501-1H C501-1H OVERALL SITE PLAN REMOVAL RTN-YD-11E-R C11E-R PARTIALSITE REMOVAL PLAN RTN-YD-12E-R C12E-R PARTIALSITE REMOVAL PLAN RTN-YD-13E-R C13E-R PARTIALSITE REMOVAL PLAN RTN-YD-14E-R C14E-R PARTIAL SITE REMOVAL PLAN RTN-YD-I4F-R C14F-R PARTIAL SITE REMOVAL PLAN RTN-YD-17E-R C17E-R PARTIAL SITE REMOVAL PLAN RTN-YD-17F-R C17F-R PARTIAL SITE REMOVAL PLAN RTN-YD-18E-R C18E-R PARTIALSITE REMOVAL PLAN RTN-YD-I8F-R C18F-R PARTIALSITE REMOVAL PLAN TESC RTN-YD-0501-2A C501-2A TEMPORARY EROSION AND SEDIMENTCONTROL PLAN RTN-YD-0501-2B C501-2B TEMPORARY EROSION AND SEDIMENT CONTROL PLAN RTN-YD-0501-2C C501-2C TEMPORARY EROSION AND SEDIMENT CONTROL PLAN RTN-YD-0501-2D C501-21) TEMPORARY EROSION AND SEDIMENTCONTROL DETAILS RTN-YD-0501-2E C501-2E WETVAULT REMOVAL DETAILS STORM RTN-YD-11E C11E PARTIALSITE UTILITIES PLAN RTN-YD-12E C12E PARTIALSITE UTILITIES PLAN RTN-YD-13E C13E PARTIALSITE UTILITIES PLAN RTN-YD-14E C14E PARTIALSITE UTILITIES PLAN RTN-YO-14F C14F PARTIALSITE UTILITIES PLAN RTN-YD-17E C17E PARTIALSITE UTILITIES PLAN RTN-YD-17F C17F PARTIALSITE UTILITIES PLAN RTN-YD-18E C18E PARTIALSITE UTILITIES PLAN RTN-YD-18F C18F PARTIALSITE UTILITIES PLAN PAVING AND GRADING RTN-YD-0501-5A C501-SA PAVING AND GRADING PLAN RTN-YD-0501-5B C501-5B PAVING ANDGRADING PLAN RTN-YD-0501-5C C501-5C PAVING ANDGRADING PLAN RTN-YD-0501-5D C501-51) PAVING ANDGRADING DETAILS STORM DETAILS RTN-YD-0501-6A C501-6A STORM DETAILS RTN-YD-CS01-6B C501-6B STORM DETAILS RTN-YD-0501-6C C501-GC STORM DETAILS RTN-YD-0501-6D C501-61) STORM DETAILS RTN-YD-0501-6E C501-6E STORM DETAILS RTN-YD-0501-6F C501-6F STORM DETAILS RTN-YD-0501-6G C501-6G STORM DETAILS RTN-YD-0501-6H C501-6H STORM DETAILS WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC w al fetl: Wry, 12Kb BEFORE YOU DIG G! 1-DOO -BDD-424-.>JrJ.> FAX: GM)431-2250 FAX: (i(6)431-E350 SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT I 07/09/21 SHEETNO. DRAWING NO. DRAWINGTITLE RTN-YD-0501-6I C501-6I STORMDETAILS RTN-YD-0501-6K C501-6K STORMDETAILS RTN-YD-0501-6L C501-6L STORMDETAILS RTN-YD-0501-6M C501-6M STORMDETAILS RTN-YD-0501-6N C501-6N STORMDETAILS RTN-YD-0501-6P C501-6P STORMDETAILS RTN-YD-0501-6Q C501-6Q STORMDETAILS RTN-M -101-6R C501-6R STORMDETAILS RTN-YD-0501-6S C501-6S STORMDETAILS RTN-YD-0501-6T C501-6T STORM DETAILS -EXISTING GRADES AT LOTS7 RTN-YD-0501-6V C501-6V STORMDETAILS PAVEMENT MARKINGS RTN-YD-0501-7A C501-7A PAVEMENT MARKINGS AND SITE FEATURES PLAN RTN-YD-0501-7B C501-7B PAVEMENT MARK NGS AND SITE FEATURES PLAN RTN-YD-0501-7C C501-7C PAVEMENT MARKINGS AND SITE FEATURES PLAN RTN-YD-0501-7D C501-7D PAVEMENT MARKINGS DETAILS LANDSCAPE RTN-YD-L501-7A L501 PLANTING PLAN AND NOTES RTN-YD-L501-7B L502 PLANTING DETAILS RTN-YD-L501-7C L503 IRRIGATION PLAN AND NOTES RTN-YD-L501-7D L504 IRRIGATION DETAILS SITE STRUCTURAL RTN-YD-SS01 550E SHORING DETAILS RTN-YD-SS02 SS02 SHORING DETAILS RTN-YD-SS03 SS03 STRUCTURALVAULT DETAILS RTN-YD-SSO4 SSO4 STRUCTURALVAULT DETAILS RTN-YD-SS05 SS05 STRUCTURAL VAULT DETAILS RTN-YD-SS06 SSW STRUCTURAL VAULT DETAILS RTN-YD-5507 SS07 MISCELLANEOUS STRUCTURAL DETAILS MECHANICAL RTN-YD-M501-1A M501-1A PERMANENT UTILITY DETAILS RTN-YD-M501-1B M501-113 PERMANENT UTILITY DETAILS RTN-YD-M501-1C M501-1C UTILITY DETAILS RTN-YD-M501-1D M501-1D UTILITY DETAILS RTN-YD-MI1ER MILER PARTIALSITEAND UTILITY PLAN - PLUMBING RTN-YD-Ml2ER M12ER PARTIALSITEAND UTILITY PLAN - PLUMBING RTN-YD-M45OR M45OR ENLARGED UTILY PLAN - PLUMBING RTN-YD-MS01R M501R DETAILS - PLUMBING RTN-YD-M11E M11E PARTIALSITEAND UTILITY PLAN - PLUMBING RTN-YD-M32E M12E PARTIALSITEAND UTILITY PLAN - PLUMBING RTN-YD-M450 M450 ENLARGED UFILY PLAN - PLUMBING RTN-YD-M501 M501 DETAILS - PLUMBING ELECTRICAL 04-0201 E4F-V26AR ONE -LINE DIAGRAM -VAULTV26A 04-81-82-E4F2R E4F2R ONE -LINE DIAGRAM RTN-YD-E500R E50OR APRON R CENTRAL ENLARGED PLANVIEW-REMOVAL 04-020-E4F-V26A E4F-V26A ONE -LINE DIAGRAM -VAULTV26A 04-81-82-E4F2 E4F2 ONE -LINE DIAGRAM RTN-YD-E500 E500 APRON R CENTRAL ENLARGED PLANVIEW RTN-YD-E501 E501 ELECTRICAL DETAILS REVISION BY I APPROVED I DATE i L_BOEArw" AS-BUILTS INCLUDED FOR REFERENCE AO COVERSHEET 2/11/1992 C2 SITETOPOGRAPHY 7/16/]991 C20 ARCHITECTURALAND UTILITY DEMOUTION PLAN 2/11/M2 C30 STRIPING PLAN 2/11/M2 C50 SOUTH PAVING PLAN 2/11/M2 C51 NORTH PAVING PLAN 2/11/M2 C52 PAVEMENTDETAILS 2/11/M2 C100 UTI UTI ES PLAN 2/11/1992 C101 WATER AND STROM DRAINAGE DETAILS 2/11/1992 C102 FIRE MAIN AND DOMESTIC WATER MAIN PLAN 6/2/1992 5500 WENAULT PLANS 2/11/]992 S501 WETVAULT DETAILS 2/11/1992 S502 WETVAULT DETAILS 2/11/1992 S503 DIVERSION STRUCTURE DETAILS 2/11/M2 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC [CIVIL PERMIT E INDEX SHEET APRON R — CENTRAL RENTON SITE MASTER `l 11 RENTON,' R-4177002� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 101-1A C180242 comF RTN—YD—0501-1A 07/00je)i STORMWATER NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE Cltt OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE Cltt PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAND 88 AND HORIZONTAL DATUM SHALL BE HAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PUNS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 10.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. I I. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 20. 12.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 13TOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 14.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID KEY " STORM°OR ' DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 15.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE Cltt PRIOR TO CONSTRUCTION. 16.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00, CCN INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. (TALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 1STOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE Wlh STANDARD PLAN 264.00. 19.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 20.PROJECTS LOCATED WITHIN THE CITY S AQUIFER PROTECTION AREA ( ARA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWUM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 21.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWUM. 22. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH APPROVING AGENCY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) AND AS AMENDED BY THE APPROVING AGENCY. 23.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH BOEING AND THE APPROVING AGENCY. ANY ACCUMULATED MATERIAL SHALL BE REMOVED AT THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 3 FPS. 25.PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. MANHOLES, CATCH BASINS, AND DRAINS SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL BE PLACED ON A FIRM BASE. 26.PVC DRAIN BASIN SHALL BE NYLOPLAST OR APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL ON SHEET C501-61P. 27. ALL OPEN GRATES ON DRAINAGE COLLECTING STRUCTURES SHALL BE 20-INCH X 24-INCH AIRCRAFT RATED HERRINGBONE PATTERN, EAST JORDAN IRON WORKS PRODUCT NUMBER 00775035BOl OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. 28.ALL 30-INCH SOLID LOCKING LIDS SHALL BE AIRCRAFT RATED AND LID LETTERING SHALL READ 'DRAIN". FRAME AND GRATE SHALL BE AIRCRAFT RATED WITH MATCHING BOLT PATTERN, NEENAH FOUNDRY PRODUCT NUMBER R-3492-A OR APPROVED EQUAL. 29.ALL 36-INCH BY 72-INCH DOUBLE LEAF HATCHES SHALL BE AIRCRAFT RATED. NEENAH FOUNDRY PRODUCT R-3498-R3S OR APPROVED EQUAL. 3YALL STORMWATER CONVEYANCE PIPE SHALL BE FUSION -BUTT WELDED BLACK HOPE (PE 3408) PIPE PER WSDOT STD SPEC 9-05.23 WITH A MAXIMUM SDR OF 17 UNLESS NOTED OTHERWISE. 31.USE DETECTABLE WARNING TAPE OVER ALL PIPING. 32.BOEING STORMWATER STRUCTURE IDENTIFICATION NUMBERS AS SHOWN IN PLANS SHALL BE ETCHED OR ENGRAVED ON THE GRATE OR LID OF EACH STRUCTURE AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE STORM DRAINAGE SYSTEMS. 33.TIDEFLEX CHECK VALVES SHALL BE CHECKMATE (NUKE CHECK VALVES MOUNTED IN AN UPSTREAM CLAMP CONFIGURATION. VALVE SHALL BE INSTALLED WITHIN 18-INCHES MANHOLE OF CONNECTION. SEE DETAIL 2 ON SHEET C501-6N. 34.INSTALL ON ALL CATCH BASINS CURB MARKERS, ULTRATECH INTERNATIONAL, THAT READ NO DUMPING DRAINS TO WATERWAY TRENCH NOTE TRENCH SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. WSP USA ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 ROW. CONCRETE 1. PORTLAND CEMENT CONCRETE PAVEMENT (POOP) SHALL A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF F'c=4,000 PSI. 2. CONTRACTOR TO PROVIDE CONCRETE MIX DESIGN FOR HIGH EARLY STRENGTH CONCRETE, WHICH MUST HAVE A FLEXURAL STRENGTH OF 650 PSI 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. TRAFFIC NOTE 1. 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. 2. TEMPORARY PAVEMENT MARKINGS SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-23. 3. REFER TO CHANNELIZATION & SIGN PLANS FOR SIGN REMOVAL AND RELOCATION. 4. SELF-CONTAINED HYDROBLST SHALL BE USED FOR THE REMOVAL OF ALL PAINT STRIPING, LETTERS, AND MARKINGS. WSP AC 333a19N Aveme X It CALL 48 HOURS S 300 al 9B0a12Kb fetl:( Wry, BEFORE YOU DIG 1- 1-QLIB-424-.>JrJ.> FAX: GM)431-2250 FAX: (i(6) 431-E350 SYM REVISION SY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 REVISION DATUM NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). 3. VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 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 PLAN, 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 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 DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF 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 FACILUES 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 SITE'S CONSTRUCTION STORMWATER GENERAL PERMIT OR, FOR CONSTRUCTION PROJECTS LESS THAN AN ACRE, 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 IT, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. CHECKLISTS SHALL BE MAINTAINED ORBITS AND BE AVAILABLE FOR REVIEW AT ANY TIME. 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 INSPECTON CHECKLIST AND MAINTAINED FOR THE DURATION OF THE PROJECT. 3, CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABIUZATION 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/SEPARATION 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. SECURITY FENCING 1. CONTRACTOR SHALL PLACE TEMPORARY SECURITY FENCING AROUND ALL WORK AREAS WHERE PERMANENT FENCING IS BEING REPLACED. TOPOGRAPHIC NOTE THE TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED IN PART BY OTHERS. WSP CANNOT ENSURE THE ACCURACY OF THAT INFORMATION AND IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS. BY I APPROVED I DATE FIRE AND WATER SERVICE NOTES 1. INSTALL FlRE SERVICE AND WATER SERVICE LINES IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-09. 2. PIPE SHALL BE AWWA C151, CLASS 54 THICKNESS DUCTILE IRON PIPE WITH RUBBER GASKETS MEETING AWWA C111, AND SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3, FITTINGS SHALL BE AWWA C110 OR C153, CEMENT LINED DUCTILE IRON MEETING THE REQUIREMENTS OF AWWA C104, WITH RESTRAINED JOINTS. MECHANICAL OR FLANGED JOINTS SHALL BE USED AS INDICATED ON THE DRAWING. 4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND FITINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM THAT PROVIDES A POSITIVE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN FIELD CUT PIPE, PER MANUFACTURER'S INSTRUCTIONS. 5. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR RESTRAINED JOINT ASSEMBLY. ONCE LOCKING SEGMENTS OF RESTRAINED JOINTS ARE IN PLACE, FULLY EXTEND JOINT TO REMOVE SLACK IN LOCKING SEGMENT CAVITY. JOINT EXTENSION IS NECESSARY TO OBTAIN MARKED LAYING LENGTH ON PIPE AND TO MINIMIZE GROWTH OR EXTENSION OF LINE WHEN PRESSURIZED. 6. ALL FITTINGS AND TRANSITION COUPLINGS SHALL HAVE PRESSURE RATINGS AT LEAST EQUAL TO PIPING PRESSURE RATING. 7. FIRE SERVICE PIPING JOINTS SHALL MEET UL 194. 8. CATE VALVE INSTALLATION SHALL COMPLY WITH AWWA C600 AND AWWA M44, 9. INSTALL FIRE AND WATER PIPING WITH 3.0 FEET (MIN.) OF COVER UNLESS OTHERWISE INDICATED. 10. PROVIDE ALL PIPE DEFLECTIONS IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. 11. FIRE LINES SHALL BE DESIGNED BY A LICENSED FIRE PROTECTION ENGINEER. A SEPARATE, DETAILED PLAN SHALL BE APPROVED BY THE FIRE MARSHALL AND BOEING FIRE DEPARTMENT AND INSTALLED BY A WASHINGTON CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAG 212-80-010. 12. WRAP ALL DUCTILE IRON PIPE AND ADJACENT VALVES AND FIRINGS WITH 8 MIL POLYETHYLENE CONFORMING TO AWWA C105. 13. FlRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL WB67-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3-WAY WITH 5 % PUMPER CONNECTION. HYDRANTS SHALL HAVE STORZ ADAPTER AND CAP INSTALLED. PIPING SHALL HAVE 3.0 FEET (MIN.) COVER. FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON ITEM AND DESCRIPTION AS FOLLOWS: a. HYDRANT DESCIPTION: 5-% WB67 UL/FM 4'OL L/A MJ WHITE B. HYDRANT NO.: SP-WB67LAOLPUL/FM c. STORZ ADAPTER AND CAP DESCRIPTION: 4-t{VX5 POST STORZ ADPT W/CAP 15. PROVIDE 3 FEET (MIN.) HORIZONTAL CLEARANCE AROUND ALL BURIED AND EXPOSED VALVES, FDC's, PIV's, AND VALVE ASSEMBLYS. 16. PROVIDE 300 FEET (MAX.) SPACING BETWEEN FIRE HYDRANTS. 17. SECTION VALVES SHALL BE FLUSH UNLESS NOTED OTHERWISE. COVERS SHALL MATCH ADJACENT GRADE. 18. UNDERGROUND DOMESTIC WATER PIPE 2" DNMEFER AND SMALLER SHALL BE SOFT COPPER TUBING TYPE K. COPPER TUBING SHALL CONFORM TO ASTM SPECIFICATION B75 AND B88 AS THEY APPLY TO TYPE K COPPER TUBING. UNDERGROUND DOMESTIC WATER FITTINGS SHALL BE WROUGHT COPPER OR BRONZE SOLDERED ANSI/ASME B16.15, ASA 125 POUND CLASS. 19. ABOVEGROUND DOMESTIC WATER PIPE 2" DIAMETER AND SMALLER SHALL BE HARD COPPER TUBING TYPE K. COPPER TUBING SHALL CONFORM TO ASTM B75 AND 888 AS THEY ARLEY TO TYPE K COPPER TUBING. ABOVEGROUND DOMESTIC WATER FITTINGS SHALL BE WROUGHT COPPER OR BRONZE SOLDERED ANSI/ASME 816.15, ASA 125 POUND CLASS. 20. ALL UNDERGROUND COPPER TUBING SHALL BE PROTECTED FROM CORROSION WITH 3M SCOTCHRAP PIPE PRIMER AND 3M SCOTCHRAP PROTECTION TAPE 50 OR APPROVED EQUAL. 21. 8" WATER SERVICE PIPING JOINTS SHALL MEET AWWA C600 AND AWWA M41. UNDERGROUND UTILITY NOTES 1. EXISTING ACTIVE 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 CONTRACTORS 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 WSOOT SPEC SECTION 9-15.18 FOR ALL NEWLY INSTALLED UNDERGROUND UTILITIES. C PROVIDE BRASS UTILITY MARKER PER DETAIL 2 ON SHEET C501-60 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 C501-11). 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. i L -BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GALVANIZED MATERIALS 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CITY OF RENTON EROSION CONTROL NOTES L BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. C THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWUM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE. PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. & ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION STIES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 1C ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE Cltt STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17, AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEE[ ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WEE SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMTITED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PAVEMENT STRIPING AND SIGNAGE NOTES 1. PERMANENT PAVEMENT MARKING SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-22, 2. TEMPORARY PAVEMENT MARKINGS SHALL BE PER WSDOT STANDARD SPECIRCATION SECTION 8-23. 3. REFER TO CHANNELIZATION & SIGN PLANS FOR SIGN REMOVAL AND RELOCATION. 4. SELF-CONTAINED HYDROBLST SHALL BE USED FOR THE REMOVAL OF ALL PAINT STRIPING, LETTERS, AND MARKINGS. 5. AIRPLANE STALL PAINT LINES SHALL NOT CONTAIN GLASS BEADS. 6. ALL NEWLY INSTALLED AND RELOCATED SIGNS SHALL BE MOUNTED ON STEEL SIGN SUPPORTS PER WSDOT STD PLAN G-24.20-01. CIVIL PER =RAL NOTES, LEGEND, AND ABBREVIATIONS R-4177003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Iahavez 0827 021 el C1802421 UKI(jI 07/09/21 101-1B C 180242 coMF RTN-YD-0501-18 RENTON SITE MASTER S 11 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 CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-05.3 5. PAVEMENT JOINTS; CONFORM WITH DETAILS ON SHEET C501-5D 6. PROVIDE REINFORCED CONCRETE COLLARS AT ALL CATCH BASINS, MANHOLES AND PVC DRAINS PER DETAILS ON SHEET C501-6M 7. GRADE ADA ACCESSIBLE PARKING STALLS AND ACCESS AISLES AT A MAXIMUM SLOPE OF 2.0% IN ALL DIRECTIONS 8. PAVEMENT SUBGRADE PREPARATION; CONFROM WITH WSDOT STD SPEC 2-06 9. CONSTRUCTION GEOTEXTILE FOR SEPARATION; CONFORM WITH WSDOT STD SPEC 2-12 10. CDT SHALL MEET REQUIREMENTS OF WSDOT STD SPEC 2-09.3(1)E 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. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS 2-03.3(14) AND 2-09. 4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06. 5. 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 9-03.12(5) STREAMBED COBBLES (6°) 9-03.11(2) ROCK FOR EROSION AND SCOUR PROTECTION CUSS A AND CLASS B 9-13.4 QUARRY SPALLS 9-13.1(5) PERMEABLE BALLAST 9-03.9(2) STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN OCTOBER I AND MARCH 31. OUTSIDE OF THE WET SEASON, STOCKPILES SHALL BE COVERED FOR WEEKENDS 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. 4, PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PIAN. CONSTRUCTION DEWATERING 1. GROUND WATER IS ANTICIPATED TO BE 3 TO 4 FEET BELOW EXISTING GRADES. EXCAVATIONS FOR STRUCTURES AND UTILITIES BELOW THIS DEPTH WILL NEED TO BE DEWATERED FOLLOWING THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. PREFERRED DEWATERING METHODS ARE AS FOLLOWS: 1-2 FEET BELOW GROUNDWATER LEVEL • TEMPORARY CONTROLS USING SUMPS AND PUMPS 2-FEET OR MORE BELOW GROUNDWATER LEVEL • SHEET PILE COFFERDAMS EMBEDDED INTO SHALLOW CIAY/SILT LAYER 2, CONTRACTOR SHALL PROVIDE DEWATERING PUN, 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 3. SEE SHORING DETAILS ON SHEETS SCOT AND SS02 AND SITE STRUCTURAL NOTES ON SHEETS C501-ID AND C501-1E. CITY OF RENTON RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STADIUM CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION) 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CINS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. WSP AC 3330I 9N AV meS h CALL 48 HOURS SMNe3OO 300 9B0012Kb fTL: BEFORE YOU DIG C2Wry, 1- 1-QFIB-424-.>JrJ.> FM:CM)431-2250 FAX: (2M) 431-2250 SYM REVISION SY APPROVED DATE CRIS APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION I BY I APPROVED I DATE J 4,0 HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM OF 1983, NORTH ZONE VERTICAL CONTROL : ELEVATIONS SHOWN HEREON ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD-29) ALSO KNOWN AS SEA LEVEL DATUM OF 1929 OEM USCEZAUHN NGVD 29 WE WASHINGTON HIGH WATER (MAY ISO 21.85 IS.OI W(E WASHIIWHON LOW WATER (FOB 15TH) 2015 1153 WE W.ISHINGTON MM. WATER BY UW 2T.00 15.18 AUSTIN DATUM (OFFENSE PLANT 1942) 0.DO -6.82 CORPS OF ENGINEERS W. WASH. DATUM B.CO -6.82 ROAD 29 6.BR OA0 BLCG 4-20 BOOR ELEMDON 270 90.18 THE ABOVE TABLE OF VERTICAL DATUM IS BASED UPON THE ASSUMPTION THAT THE ORIGINAL DEFENSE PLANT DATUM FOR RENTON AIRFIELD IN 1942 WAS LAKE WASHINGTON DATUM AS ESTABLISHED AND PUBLISHED BY THE U.S. ARMY CORPS OF ENGINEERS AND HIRAM CHITTENDEN LOCKS. PROJECT BENCHMARKS DNA 501 DHA 503 SCRIBED "X" SCRIBED "X° N 184238.715 N 184323.742 E 1300109.968 E 1300591.873 EL 19.51 EL 21.37 i L_BOEArw" ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILI FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY PAINT -OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555). TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED IN MAY 2018. DHA ASSUMES NO UABILIIY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FUTURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. HOR2ONoo AL CONTROL PLAN O ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC PROJECT BENCHMARK N 184238.715 E 1300109.968 g�4 g11G PROJECT BENCHMARK N 184323.742 E 1300591.873 -------X^\ [CIVIL PER GENERAL NOTES AND HORIZONTAL CONTROL R-4177004 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 01-1C C 180242 1 comp RTN-YD-0501-iC 07/09/91 RENTON SITE MASTER S 11 n n C Q W CODES AND STANDARDS 1. 2018 INTERNATIONAL BUILDING CODE (IBC) 2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. ACI 301-10 STRUCTURAL CONCRETE FOR BUILDINGS 5. AISC STEEL CONSTRUCTION MANUAL - 14TH EDITION 6. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 7. AWS NA, 2015 STRUCTURAL WELDING CODE - STEEL 8. AWS NA, 2011 STRUCTUAL WELDING CODE - REINFORCING STEEL 9. AWS D1.8, 2016 STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT 10. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC), SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS 11. WSDOT - 2018 WASHINGTON STATE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION GENERAL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO PERFORM THE WORK. 2. CONTRACTOR -INITIATED CHANGES REQUIRE BOTH DESIGNER OF RECORD AND BOEING CONSTRUCTION MANAGER APPROVAL AND SHALL BE SUBMITTED IN WRITING FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 3. DIMENSIONS AND DETAILS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, COORDINATING WITH THE CONTRACT DRAWINGS ON THE SIZE AND LOCATION OF OPENINGS THROUGH CONCRETE, VERIFYING SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR THE USE OF OTHER TRADES. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT PROPOSED ALTERNATE DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO DETAILING OR USE. 5. SHOP DRAWINGS FOR STRUCTURAL STEEL, REINFORCING STEEL, LIGHT GAUGE AND MISCELLANEOUS STEEL SHALL BE SUBMITTED TO, REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 6. SHOP DRAWING REVIEW: BY SUBMITTING THE SHOP DRAWINGS, THE CONTRACTOR REPRESENTS THAT THEY HAVE DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS, AND RELATED FIELD CONSTRUCTION CRITERIA (MEANS, METHODS, TECHNIQUES SEQUENCES OPERATIONS OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO) AND THAT THE CONTRACTOR HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN THE SUBMITTAL WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. REVIEW BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR THE ACCURACY OF DIMENSIONS AND DETAILS. SUCH REVIEW SHALL NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR A WARRANTY THAT THE SUBMITTALS SATISFY THE REQUIREMENTS OF THE CONTRACT. 1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES. LOCATIONS OF EXISTING FOUNDATIONS AND UTILITIES KNOWN TO THE ENGINEER ARE INDICATED ON THE DRAWINGS. IMMEDIATELY REPORT ANY DISCREPANCIES OR ENCOUNTERED OBSTRUCTIONS TO THE BOEING CONSTRUCTION MANAGER. 2. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT EXISTING CONSTRUCTION (VERTICALLY AND LATERALLY) AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES COORDINATED WITH THE OTHER DISCIPLINES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A PLAN TO MONITOR DAILY THE SHORING SYSTEMS FOR MOVEMENT AND SUBMIT IT FOR REVIEW BY THE BOEING CONSTRUCTION MANAGER. 3. EXISTING STRUCTURAL MEMBERS SHALL REMAIN UNLESS NOTED OTHERWISE ON THE PLANS. SAWCUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO REMAIN. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. 4. OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTNNG OR CORING WHEREVER POSSIBLE AND AS SHOWN. WHEN SAWCUTTING, CORNERS SHALL INITIALLY BE CORED TO PREVENT OVERCUTTING. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY DRILLING, IF POSSIBLE. 5. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT NEW CONSTRUCTION (VERTICALLY AND LATERALLY) UNTIL STRUCTURAL COMPONENTS HAVE BEEN CONNECTED AS SHOWN ON THE STRUCTURAL DRAWINGS. 6. THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY A REGISTERED STRUCTURAL ENGINEER. DRAWINGS SHALL SHOW SIZE, LAYOUT, CONNECTIONS, MATERIAL DESIGNATION, METHOD OF INSTALLATION, AND ACCESSORIES OF SHORING MEMBERS. THE TEMPORARY SHEET PILE WALL SHOWN IN THESE PLANS WITHIN LAKE WASHINGTON AND THE STEEL SHEET PILE COFFERDAMS SHOWN IN THESE PLANS ARE EXEMPT FROM THIS REQUIREMENT. 7. THE TEMPORARY STEEL SHEET PILE WALL SHOWN IN THESE SHEETS WITHIN LAKE WASHINGTON SHALL BE CUT 2' BELOW THE HABITAT SURFACING AT THE END OF THEIR USE. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON FINAL GEOTECHNICAL REPORT, AMENDMENTS OR MEMOS BY PanGEO DATED MARCH 9, 2017, PROJECT No.15-193 AND SUPPLEMENT DATED 06/22/2018. 2. FOUNDATION WORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THIS REPORT, AND THE CONTRACTOR SHALL BE FAMILIAR WITH THIS REPORT. 3. FOOTINGS SHALL BEAR ON ENGINEERED FILL OR COMPETENT NATIVE SOILS. 4. SPECIAL INSPECTION SHALL BE PERFORMED DURING SITE EXCAVATION TO CONFIRM THAT EXISTING CONDITIONS COMPLY WITH CONDITIONS IN THE GEOTECHNICAL REPORT. CONTRACTOR SHALL COORDINATE EXCAVATION SCHEDULE WITH THE ENGINEER. 5. EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18 INCHES BELOW ADJACENT FINISHED GRADE. 6. SOIL PROPERTIES VARY ACROSS THE PROJECT SITE. SEE GEOTECHNICAL REPORT FOR LOCATION SPECIFIC SOIL PROPERTIES. DESIGN LOADS DEAD LOADS: WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT. RISK CATEGORY II SEISMIC LOADS SEISMIC IMPORTANCE FACTOR, Is 1.0 ONE CUSS E DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS SHORT PERIOD, Sea 0.87 1 SECOND PERIOD, Shc 0.87 SEISMIC DESIGN CATEGORY D WAVE LOAD (TEMPORARY SHEET PILE WALL) - DESIGN WAVE HEIGHT 2.55' WSP AC 333019N Aveme South CALL 48 HOURS salre300aas retleral Wry, 9a0a12Kb BEFORE YOU DIG Tel: 1- 431-2250 1-QDD-424-.>JrJ.> Gnat FAX: (i(6)431-E350 SYM REVISION BY ONG APRON R - CENTRAL C180242 WSP A BUILDING PERMIT COMMENTS RD 1 C180242 WSP APPROVED DATE MW 07/09/21 MW 06/03/21 STRUCTURAL CONCRETE 6. WELDS THAT ARE PART OF THE SEISMIC FORCE -RESISTING SYSTEM SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT. 1. CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING CONCRETE AND WSDOT STANDARD SPECIFICATIONS FOR CONCRETE ON GRADE. At SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. STEEL REINFORCEMENT (DEFORMED BARS) SHALL CONFORM TO ASTM A615, Fy = 60,000 PSI. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO ASTM A706. ALL REINFORCEMENT SHALL BE EPDXY COATED IN ACCORDANCE WITH WSDOT 4. DOWEL BARS SHALL CONFORM TO WSDOT SPECIDCATIONS SECTION 9-07.5 (1). 5. TYPICAL DETAILS OF REINFORCEMENT SUCH AS HOOKS, BEND DIAMETERS, ETC. SHALL BE IN ACCORDANCE WITH ACI SP-66 - "ACI DETAILING MANUAL'. 6. CONCRETE COVER FOR REINFORCEMENT STEEL IN CAST -IN -PLACE NON -PRESTRESSED CONCRETE MEMBERS SHALL BE AS FOLLOWS, ONO: A. CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND (UNFORMED): 3 INCHES B. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: #5 BARS AND SMALLER 1-1/2 INCHES #6 BARS AND LARGER 2 INCHES 7. REINFORCEMENT MARKED "CONT" (CONTINUOUS) SHALL BE SPLICED BY LAPPING OR MECHANICAL CONNECTORS. LAP SPLICES OF REBAR SHALL HAVE A LENGTH OF LAP EQUAL TO 1.3x BAR DEV LENGTH (CLASS B). LINO MECHANICAL CONNECTORS SHALL HAVE A MINIMUM CAPACITY OF 1.25x YIELD STRENGTH OF THE BAR. IN MEMBERS DESIGNATED AS PART OF THE SEISMIC FORCE RESISTING SYSTEM, MECHANICAL CONNECTORS SHALL HAVE A MINIMUM CAPACITY EQUAL TO THE TENSILE STRENGTH OF THE BAR. 8. CHAMFER ALL CORNERS OF CURBS, WALLS AND EDGES X INCHES. MEMBER FREEZING AND SULFATE (S) WATER CONTACT CORROSION PROTECTION THAWING (F) (W) OF REINFORCEMENT (C) ALL F2 S1 W1 Cl ANCHORAGE TO CONCRETE 1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES. • HILTI "HIT-HY 200" ADHESIVE ANCHOR SYSTEM PER MCC ESR-3187 • SIMPSON SET-XP ADHESIVE ANCHORING SYSTEM PER INS ESR-2508 • POWERS PE1000+ PER ICC ESR-2583 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED IN THE ICC APPROVAL REPORT. SUBSTITUTION REQUESTS MUST INCLUDE ISO ESE REPORT SHOWING COMPLIANCE WITH RELEVANT BUILDING CODE AND INSTALLATION CATEGORY AND BE APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO USE. 3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND EDGE DISTANCE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. NON -SHRINK GROUT 1. NON -SHRINK GROUT SHALL BE CEMENTITIOUS HIGH PRECISION, NATURAL AGGREGATE, NON-MEFAWC, NON -STAINING, NON -SHRINKABLE GROUT CONFORMING TO ASTM C1107. GROUT SHALL HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 5.000 PSI AT 5 DAYS. STRUCTURAL STEEL 1. EXTERIOR MARINE AND IN -GRADE STEEL SHALL CONFORM TO THE FOLLOWING a. STRUCTURAL STEEL SHAPES AND PLATES UNLESS NOTED OTHERWISE, SHALL BE ASTM A 709 GRADE 50 AND SHALL BE COATED IN ACCORDANCE WITH ISO 8501 PA2. b. BOLTS AND NUTS SHALL CONFORM TO ASTM A 307, UNLESS NOTED OTHERWISE. c. ANCHOR BOLT OR ANCHOR RODS SHALL CONFORM TO ASTM F 1554, GRADE 105, UNLESS NOTED OTHERWISE. H ED ST I AN H RS 1,LL C N1 :!1 11IT1 AND AS 10 y min = 5 no. A A. ALL MISCELLANEOUS PIPE SHALL CONFORM TO ASTM A 500, GRADE C. 4. WORK SHALL BE IN ACCORDANCE WITH AISC 303, AS MODIFIED PER THE PROJECT SPECIFICATIONS. 5. HOLES IN STEEL CUT IN THE FIELD SHALL BE DRILLED, NOT BURNED. 6. HIGH -STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH IBC, RCSC, AND AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. THE CRITERIA FOR SNUG -TIGHT CONNECTIONS SHALL APPLY TO CONNECTIONS. 7. STEEL ANCHORS, TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE SHALL BE LEFT UNPAINTED AT INTERIOR, UNEXPOSED CONDITIONS. 8. ITEMS EMBEDDED IN CONCRETE AND EXPOSED TO EARTH OR WEATHER SHALL BE HOT -DIPPED GALVANIZED (UNLESS NOTED OTHERWISE): a. CONCRETE ACCESSORIES OF FERROUS MATERIAL INCLUDING: INSERTS, EMBEDS, AND BRACKETS. b. PIPE GUARDS, BOLLARDS AND HARDWARE FOR SAME. c. WHERE NOTED AS "GAV°. d. GALVANIZED STEEL EXPOSED TO STORMWATER SHALL BE PAINTED OR COATED. 9. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS, OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIAL OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 10. LOCATIONS OF EMBEDDED ITEMS SHAH BE COORDINATED WITH VENDOR'S SHOP DRAWINGS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS. REMOVE ERECTION AIDS, INCLUDING ERECTION BOLTS. PLUG WELD HOLES AND GRIND SMOOTH. 12. MEANS AND METHODS OF ERECTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND CONNECTIONS AND DETAILS DO NOT NECESSARILY SHOW ERECTION AIDS REQUIRED. STRUCTURAL STEEL WELDING 1. WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 AND D1.8. 2. WELD SIZES SHOWN ON THE DRAWINGS ARE MINIMUM AND EFFECTIVE SIZES. INCREASE WELD SIZE TO AWS/AISC MINIMUM SIZES AS REQUIRED FOR CONNECTION MATERIAL. THE MINIMUM WELD SIZE SHALL BE 3/16 INCHES (EFFECTIVE). 3. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE NO FIELD WELDING IS DETAILED ON THE DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDS. 4. WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH TENSILE STRENGTH PER AWS DIA AND D1.8 (MINIMUM 70 KSI). 5. WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 AND D1S. WELDING PROCEDURES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO WELDERS AND THE SPECIAL INSPECTOR. REVISION BY I APPROVED I DATE i L -BOE//V6 BOEING COORDINATION 1. CONTRACTOR SHALL COORDINATE WITH THE BOEING CONSTRUCTION MANAGER REGARDING AIRPLANE MOVEMENTS AND PRODUCTION NEEDS. THIS MAY INCLUDE TEMPORARY SHUTDOWNS AND MOVEMENT OF EQUIPMENT TO ALLOW PLANE MOVEMENTS. 2. CONTRACTOR SHALL MAINTAIN NINE ACTIVE PLANE STALL LOCATIONS AT ALL TIMES. STALL LOCATIONS INCLUDE THREE AT THE NORTH GATE, THREE IN THE CI STALLS, FOUR ALONG THE LAKE NORTH OF THE 4-20 BLDG, AND THREE IN THE NE CORNER NORTH OF THE 4-82 BLDG. 3. CONTRACTOR SHALL COORDINATE ALL TRENCHING ACTIVITIES WITH THE BOEING SHUTDOWN COMMITTEE, WHO WILL NEEDS 5 DAYS TO REVIEW BEFORE THE PLANNED WORK MAY PROCEED. 4. CONTRACTOR SHALL COORDINATE ALL TRENCHING WITH BOEING ENVIROMENTAL HEALTH SERVICES FOR SOIL SAMPLING PRIOR TO WORK. 5. CONTRACTOR SHALL COORDINATE WITH THE BOEING CONSTRUCTION MANAGER TO ENSURE ALL MAJOR SITE CHANGES AND DETOURS ARE ADVERTISED IN THE BOEING NEWSLETTER TWO WEEKS IN ADVANCE OF THE CHANGE. 6. EXISTING PAVING INCLUDING PILE SUPPORTED STRUCTURES IS RATED BY BOEING FOR DESIGN LOADS 2A, 2B, 2C, AND 2D AS WELL AS A UNIFORM LIVE LOAD OF 450 PSF. LARGER POINT OR UNIFORM LOADS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND BOEING FOR REVIEW BEFORE THE PLANNED WORK MAY PROCEED. DESIGN LOAD DIAGRAMS 1. DEAD LOADS: ACTUAL WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT. 2. VERTICAL LIVE LOAD: (LOADS A, B, C, AND D ARE ALLOWED ON ALL EXISTING PAVED AREAS UNLESS NOTED OTHERWISE, SEE BOEING COORDINATION NOTE 6) A. ULL - UNIFORM LIVE LOAD PEDESTRIAN ONLY 1" POP TYPICAL 125 POP LIGHT STORAGE VEHICLE OTHER 250 POP TYPICAL B. LL - VEHICULAR LIVE LOAD HL-93 C. BR - VEHICULAR BRAKING FORCE 25% DESIGN TRUCK OR TANDEM 5% DESIGN TRUCK OR TANDEM + 5% DESIGN LANE LOAD DESIGN TRUCK 32k 32k Bk WHEEL LOAD Ed 6k 6 6k 14' 14' TO 30 LANE LOAD = 640 EST E 140 TON MOBILE CRANE (NOT ALLOWED ON STORM VAULTS OR UTILITY VAULTS) r.,iligg-�-�Jsmmmmd&F �1� .�•1 DESIGN TANDEM 25k 25k 12.5 12.5 4 12.5 12.5 FORKLIFT (LINDE H 180) OPERATING LOAD 66K FRO -- FRONT A%LED D 26K REAR A%LE 0 0 CRANE TRAVELING - WHEEL LOADS WITH BOOM OVER FRONT CRANE DIMENSIONS CRANE TOTAL FRONT AXLE I REAR AXLE LOAD A (FT) B (Fr) C (FT) D (Fr) E (FT) F (SQ IN) CAPACITY WEIGHT (Ibs) LOAD (Ibs) (Ibs) 140 TON 200,000 44,000 156,000 23 TO 20 TO 19 TO 9.5 4 TO 560 TO 27 27 24 TO 11 5.5 910 OUTRIGGER FLOAT LOADS CAPACITY (TONS) RADIUS (f) BOOM OVER CORNER (Ibs) BOOM OVER BACK OR SIDE (EA) (II 20 AND MORE 232,000 207,000 30 222,000 176.000 140 TON 40 211,000 164,000 50 198.000 150.000 60 AND MORE 187,000 142,000 3. MOORING LOAD: 15 TONS HORIZONTAL 2 30' VERTICAL APPLIED AT THE HORN. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC 4. LATERAL LOADS: A. ACTIVE AND PASSIVE SOIL PERSSURES ON SHORING 1. ACTIVE SOIL PRESSURE: 45 PCF, EQUIVALENT FLUID DENSITY, ABOVE GROUNDWATER TABLE ii. ACTIVE SOIL PRESSURE: 20 PCF, EQUIVALENT FLUID DENSITY, BELOW GROUNDWATER TABLE 'ii. PASSIVE SOIL PRESSURE: 200 PCF, EQUIVALENT FLUID DENSITY, ABOVE GROUND WATER TABLE (INCLUDE 1.5 SAFETY FACTOR) ii. PASSIVE SOIL PRESSURE: 80 PCF EQUIVALENT FLUID DENSITY, BELOW GROUNDWATER TABLE (INCLUDE 15 SAFETY FACTOR) IMBALANCES HYDROSTATIC PRESSURE SHOULD BE ADDED TO THE ACTIVE SIDE. THE PRESSURE WILL DEPEND ON THE TYPE OF DEWATERING METHOD. A 2 FEEL OVER-E%CMAA0N AT ME PASSIVE SIDE SHOULD BE CONSIDERED IN THE DESIGN. E ACTIVE, PASSIVE, SURCHARGE AND SEISMIC ON PERMANENT STRUCTURES LATERAL EARTH PRESSURES ON RETAINING WALLS OR PERMANENT SUBSURFACE WALLS, AND RESISTANCE TO LATERAL LOADS MAY BE ESTIMATED USING THE FOLLOWING RECOMMENDED SOIL PARAMETERS: Soil Density Equivalent Fluid Unit Weight (PCF) Coefficient (PCF) of Friction Active At -rest Passive 12s 40 50 100 0.3 Note: 1) Hydrostatic pressures are not included in the above lateral earth pressures. A 50% reduction should apply to the passive pressure for below groundwater table condition. 2) Lateral earth pressures are appropriate for level structural fill placed behind and in front of walls. THE ACTIVE CASE APPLIES TO WALLS THAT AGE PERMITTED TO ROTATE OR TRANSLATE AWAY FROM ME RETAINED SOIL BY APPROXIMATELY 0.002H, WHERE H IS THE HEIGHT OF THE WALL. THIS WOULD BE APPROPRIATE FOR A CANTILEVER RETAINING WALL. ME AT -REST CASE APPLIES TO UNYIELDING WALLS, AND WOULD BE APPROPRIATE FOR WALLS THAT ARE STRUCTURALLY RESTRAINED FROM LATERAL DEFLECTION SUCH AS BASEMENT WALLS, UTILITY TRENCHES OR PITS. N11%N:L1%6�IdU111NLlIdI1FJ�DLU1. ADDITIONAL LATERAL EARTH PRESSURES WILL RESULT FROM SURCHARGE LOADS FROM FLOOR SUBS OR PAVEMENTS FOR PARKING THAT ARE LOCATED IMMEDIATELY ADJACENT TO THE WALLS. THE SURCHARGE -INDUCED LATERAL EARTH PRESSURES ARE UNIFORM OVER THE DEPTH OF THE WALL. SURCHARGE -INDUCED LATERAL PRESSURES FOR THE "ACTIVE" CASE MAY BE CALCULATED BY MULTIPLYING THE APPUED VERTICAL PRESSURE (IN ESE) BY THE ACTIVE EARTH PRESSURE COEFFICIENT (Ko). THE VALUE OF No MAY BE TAKEN AS OAL THE SURCHARGE -INDUCED LATERAL PRESSURES FOR THE "AT -REST' CASE PRE SIMILARLY CALCULATED USING AN AT -REST EARTH PRESSURE COEFFICIENT (Ko) OF 0.6. SEISMIC INDUCED LATERAL LOADS: FOR SEISMIC INDUCED LATERAL LOADS, THE DYNAMIC FORCE CAN BE ASSUMED TO ACT AT 0.6H ABOVE THE WALL BASE AND THE MAGNITUDE CAN BE CALCULATED USING ME FOLLOWING EQUATION: Pe = 14H NJ: 13.1= .1Nk9EIUiJ121111IONL113 IJIVu H = WALL HEIGHT GENERAL SITE STRUCTURAL NOTES R-41770051 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L1�LIi4i�A 01-1D C 180242 1MUP RTN-YD-0501 -1 D 07/09/21 RENTON SITE MASTER S 11 STRUCTURAL OBSERVATION FOR WIND RESISTANCE 1. NOT REQUIRED PER SECTION 1704.6.2 OF IBC. STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE 1. NOT REQUIRED PER SECTION 1704.6.1 OF IBC. SPECIAL INSPECTION FOR WIND RESISTANCE 1. NOT REQUIRED PER SECTION 1705.11 OF IBC. AISC 360-10 CHAPTER N - BOLTING QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR 0 = OBSERVE ITEMS RANDOMLY P = PERFORM TASKS FOR EACH ELEMENT TABLE N 6.1 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT VERIFICATIONS AND INSPECTION QC QA REMARKS 1. PLACEMENT AND INSTALLATION OF STEEL DECK P P 2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P 3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. P P TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TEST OF SOILS TYPE CONTINUOUS PERIODIC REMARKS 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS - X BY GEOTECHNICAL ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING ENGINEER CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER - X DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF - X COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES X - BY GEOTECHNICAL AND LIFT THICKNESSES DURING PLACEMENT AND ENGINEER COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, - X INSPECT AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY, IBC TABLE 1705.3 SPECIAL INSPECTION TESTING, REPORTS AND SUBMITTALS 1. CONTRACTOR SHALL SUBMIT ALL REPORTS, CERTIFICATES, AND OTHER DOCUMENTS RELATED TO STRUCTURAL SPECIAL INSPECTION AND TESTING, AS WELL AS CONTRACTOR DESIGNED DEFERRED SUBMITTALS TO THE ENGINEER FOR APPROVAL. THE ENGINEER WILL SUBMIT REQUIRED REPORTS, CERTIFICATES AND OTHER DOCUMENTS RECEIVED AS WELL AS CONTRACTOR DESIGNED SUBMITTALS TO THE CITY FOR APPROVAL. 2. SUBMITTALS SHALL INCLUDE THOSE LISTED ON SHEET C05 AS WELL AS THE FOLLOWING: a. SUBMITTAL OF REPORTS OF MATERIAL PROPERTIES FROM THE MANUFACTURERS VERIFYING COMPLIANCE WITH AWS D1.4-11 FOR WELDABILITY OF THE CONCRETE REINFORCEMENT TO BE WELDED THAT COMPLIES WITH A STANDARD OTHER THAN ASTM A 706. SEE ALSO IBC SECTION 1901.2, ACI 318-14 SECTIONS 26.6.1 AND 26.6.4, AWS D1.4-11 SECTIONS 1.3.2 AND 1.3.4. b. SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF PREFABRICATED STRUCTURAL STEEL MEMBERS AT THE COMPLETION OF FABRICATION. SEE ALSO IBC SECTIONS 1704.2.5 AND 1704.2.5.1. c. SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF THE PREFABRICATED STEEL STRUCTURES AT THE COMPLETION OF FABRICATION. SEE ALSO IBC SECTIONS 1704.2.5 AND 1704.2.5.1. d. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF REINFORCING STEEL OTHER THAN BY PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS. PLEASE NOTE, THAT AWS D1.4-11 INDICATES THAT ONLY FILLET WELDS FOR REINFORCING STEEL IS PREQUALIFIED, AND NOT THE PROPOSED GROVE WELDS. THIS INFORMATION IS NEEDED BY THE SPECIAL INSPECTOR TO VERIFY THE WORK IS COMPLETED IN ACCORDANCE WITH AWS D1.4-11 STANDARDS AND THUS THE 2018 IBC. SEE IBC SECTIONS 107.2.1 AND 1705.3, ACI 318-14 SECTION 26.6.4, AND AWS D1.4-11 SECTION 6.1.2.1. e. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF STRUCTURAL STEEL OTHER THAN BY PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS. SEE ALSO IBC SECTION 2205.1, SECTION A2 OF AISC 360-16, AND SECTION 3.1 OF AWS D1.1-16, AND TABLE 6.1 OF AWS D1.4-11. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE REMARK 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING - X ACI 318: CH. 20, 25.2, 25.3, 1908.4 TENDONS, AND VERIFY PLACEMENT. 26.5.1-26.5.3 2. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER - X AWS D1.4 - THAN ASTM A 706; ACI 318: 26.5.4 b. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16"; X AND c. INSPECT ALL OTHER WELDS. X 3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 - 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE. a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR X ACI 318: 17.8.2.4 _ UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT X ACI 318: 17.8.2 DEFINED IN 4.a. 5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19, 26.4.3, 1904.1, 1904.2, 26.4.4 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMEN X - ASTM C 172, 1908.10 FOR STRENGTH TESTS, PERFORM SLUMP AND AIR ASTM C 31, CONCRETE TESTS, AND DETERMINE THE TEMPERATURE OF ACI 318: 26.4.5, 26.12 THE CONCRETE. 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR X - ACI 318: 26.4.5 1908.6, 1908.7, 1908.8 PROPER APPLICATION TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED CURING - X ACI 318: 26.4.7-26.4.9 1908.9 TEMPERATURE AND TECHNIQUES. 9. INSPECT PRESTRESSED CONCRETE FOR - a. APPLICATION OF PRESTRESSING FORCES; AND X - ACI 318: 26.9.2.1 b. GROUTING OF BONDED PRESTRESSING TENDONS. X ACI 318: 26.9.2.3 10, INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH. 26.8 - 11. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO - X ACI 318: 26.10.2 - STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND - X ACI 318: 26.10.1 - DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. b " CALL 48 HOURS I BEFORE YOU DIG 1-800-424-5555 RENSION APRON R - CENTRAL WSPUS4AC 3330I 9N Aaxlv�e Xutl, SMe 300 R al Way, WAWO0 2Mb TEL: (206)431-DOO FAX: GM)431-2250 BY APPROVED DATE C18o242 WSP MW 07/09/21 REVISION BY I APPROVED I DATE I A I BUILDING PERMIT COMMENTS RD 1 Cl802421 WSP I MW 1 06/03/211 1 1 1 1 1 PILING - GENERAL 1. STEEL PIPE PILING AND SHEET PILING SHALL CONFORM TO ASTM 572 GRADE 50 WITH MIN YIELD STRENGTH = 50 KSI. 2. STEEL PIPE PILING AND SHEET PILING SHALL BE PAINTED IN ACCORDANCE WITH WSDOT SPECIFICATIONS SECTION 6-07 EXCEPT: THE PAINTED SECTION NEED NOT EXTEND MORE THAN 10 FEET INTO GRADE COATING SHALL BE ONE OF THE FOLLOWING SYSTEMS: CARBOLINE COMPANY: \ CARBOZINC 808 - SHOP APPLICATION ONLY Jl CARBOGUARD 635 CARBOMASTIC 615 - FIELD APPLICATION ONLY DEVOE COATINGS COMPANY: CATHA-COAT 302H DEVRAN 261 OC INTERNATIONAL PAINT COMPANY: INTERZONE 954 SHERWIN-WILLIAMS COMPANY: COROTHANE 1 GALVA-PAC ZINC PRIMER DURA-PLATE 235 DURA-PLATE 154 ENVIROLASTIC AR425 - FIELD APPLICATION ONLY COROTHANE 1 COAL TAR TNEMEC COMPANY: SERIES 90-97 TNEME-ZINC SERIES N69 HI -BUILD EPDXOLINE II SERIES 1 OMNITHANE SERIES 446 PERMASHIELD MCU WASSER HIGH TECH COATINGS: MC -ZINC 100 - SHOP APPLICATION MC-MIOZINC 100 - FIELD APPLICATION MC-FERROX A 100 MC-FERROX B 100 MC -LUSTER 100 MC -TAR 100 PAINT MATERIAL FOR STRUCTURAL STEEL FOR UNDERWATER APPLICATION SHALL BE ONE OF THE FOLLOWING PRODUCTS AND NEED NOT BE FROM THE SAME MANUFACTURER AS SELECTED ABOVE: CARBOLINE COMPANY: CARBOGUARD A-788 SPLASH ZONE MASTIC INTERNATIONAL PAINT COMPANY: INTERZONE 101 SHOP COATINGS SHALL BE APPLIED TO THE FOLLOWING THICKNESSES FOR THE SELECTED COATING SYSTEM: CARBOLINE COMPANY: PRIME COAT - CARBOZINC 808 (2 - 3 MILS DFO TOP COAT - CARBOGUARD 635 (8 - 10 MILS DFT) DEVOE COATINGS COMPANY: PRIME COAT - CATHA-COAT 302H (3 - 4 MILS DFO TOP COAT - DEVRAN 261 OC (6 - 8 MILS DEL) INTERNATIONAL PAINT COMPANY: TWO COATS - INTERZONE 954 (10 - 12 MILS DFT EACH) SHERWIN -WILLIAMS COMPANY: PRIME COAT - COROTHANE I GALVAPAC ZINC PRIMER (3 - 4 MILS DFO TOP COAT - DURA-PLATE 235 (6 - 8 MILS DFO TNEMEC COMPANY: PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFU TOP COAT - SERIES N69 HI -BUILD EPDXOLINE 11 (6 - 8 MILS DR) WASSER HIGH TECH COATINGS: PRIME COAT - MC -ZINC 100 (3 - 4 MILS DR) TOP COAT - MC-FERROX A 100 (6 - 8 MILS DFB FIELD APPLICATION OF COATINGS FOR WELDED JOINTS AND FIELD REPAIRS TO SHOP PAINTED COATINGS SHALL BE APPLIED TO THE FOLLOWING THICKNESSES FOR THE SELECTED COATING SYSTEM: ABOVE HIGH WATER CARBOLINE COMPANY: TWO COATS - CARBOGUARD 635 (8 - 10 MILS GET EACH) DEVOE COATINGS COMPANY: TWO COATS - DEVRAN 261 QC (6 - 8 MILS OFT EACH) INTERNATIONAL PAINT COMPANY: TWO COATS - INTERZONE 954 (6 - 8 MILS DFT EACH) SHERWIN -WILLIAMS COMPANY: TWO COATS - DURA-PLATE 235 OR ENMROIASTIC AR425 (6 - 8 MILS DFT) TNEMEC COMPANY: PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFO TOP COAT - SERIES N69 HI -BUILD EPDXOUNE II (6 - 8 MILS DFT) WASSER HIGH TECH COATINGS: PRIME COAT - MC-MIOZINC 100 (3 - 5 MILS DFO INTERMEDIATE COAT - MC -TAR 100 (5 - 7 MILS DFO TOP COAT - MC -TAR 100 (5 - 7 MILS DFO UNDERWATER CARBOLINE COMPANY: CARBOGUARD A-788 SPLASH ZONE MASTIC (1/4 INCH MINIMUM) INTERNATIONAL PAINT COMPANY: INTERZONE 101 (1/4 INCH MINIMUM) 3. CAST -IN -PLACE CONCRETE FOR PILE INFILL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. i L_BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC AISC 360-10 CHAPTER N AND AISC 341-10 CHAPTER J - WELDING QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR 0 = OBSERVE ITEMS RANDOMLY P = PERFORM TASKS FOR EACH ELEMENT TABLE N 5.4-1 INSPECTION TASKS PRIOR TO WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. WELDING PROCEDURE SPECIFICATIONS (WES) AVAILABLE P P 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P 3. MATERIAL IDENTIFICATION TYPE GRADE 0 0 4. WELDER IDENTIFICATION SYSTEM, SEE NOTE 1 0 0 5. FIT -UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) A. JOINT PREPARATION 0 0 B. DIMENSIONS ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL C. CLEANLINESS CONDITION OF STEEL SURFACES D. TACKING TACK WELD QUALITY AND LOCATION E. BACKING TYPE AND FIT IF APPLICABLE 6. CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 7. FIT -UP OF FILLET WELDS A. DIMENSIONS ALIGNMENT, GAPS AT ROOT 0 0 B. CLEANLINESS CONDITION OF STEEL SURFACES C. TACKING (TACK WELD QUALITY AND LOCATION) 8. CHECK WELDING EQUIPMENT 0 - NOTE 1: THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. TABLE N 5.4-2 INSPECTION TASKS DURING WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. USE OF QUALIFIED WELDERS 0 2. CONTROL AND HANDLING OF WELDING CONSUMABLES A. PACKAGING 0 0 B. EXPOSURE CONTROL 0 0 3. NO WELDING OVER CRACKED WELDS 0 0 4. ENVIRONMENTAL CONDITIONS A. WIND SPEED WITHIN LIMITS 0 0 B. PRECIPITATION AND TEMPERATURE 5. WOE FOLLOWED A. SETTINGS ON WELDING EQUIPMENT 0 0 B. TRAVEL SPEED C. SELECTED WELDING MATERIALS D. SHIELDING GAS TYPE FLOW RATE E. PREHEAT APPLIED F. INTERPASS TEMPERATURE MAINTAINED MIN/MAX. G. PROPER POSITION (F, V, H, OH) H. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AISC 341-10 6. WELDING TECHNIQUES A. INTERPASS AND FINAL CLEANING 0 0 B. EACH PASS WITHIN PROFILE LIMITATIONS 0 0 C. EACH PASS MEETS QUALITY REQUIREMENTS 0 0 TABLE N 5.4-3 INSPECTION TASKS AFTER WELDING VERIFICATIONS AND INSPECTION QC QA EMARKS 1. WELDS CLEANED 2. SIZE, LENGTH AND LOCATION OF WELDS P 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA A. CRACK PROHIBITION P P B. WELD BASE -METAL FUSION C. CRATER CROSS SECTION D. WELD PROFILES E. WELD SIZE F. UNDERCUT G. POROSITY 4. ARC STRIKES P P 5. K-AREA, SEE NOTE 2 P P 6. BACKING REMOVED AND WELD TABS REMOVED IF REQUIRED P P 7. REPAIR ACTIVITIES P P 8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 9. PLACEMENT OF REINFORCING OR CONTOUR FILLET WELDS ADDED (IF REQ'D) P P AISC 341-1 NOTE 2: WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES (75MM) OF THE WELD. GENERAL SITE STRUCTURAL NOTES RENTON SITE MASTER ;II R-4177006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q =SION Cl80242 SYMBOL A DATE 07/09/21 C501-1 E C06 C180242 COMP NO, o. RTN-YD-0501 -1 E WSP AC "( 3330I 9NA eX tl CALL 48 HOURS 1 I 300 w ai fe 9B0012Kb BEFORE YOU DIG L: (2Wry, 1- Tel: 1-QDB-424-.>JrJ.> 0106)431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE CRIS APRON R - CENTRAL C180242 WSP SPT 07/09/21 REVISION I BY I APPROVED I DATE 30 0 = 30' "m6mPI scale i L -BOEArw" THE BOEING COMPANY 737 LOGAN AVE N 0723059001 iY O)P 9PH M LEGEND 1 PROJECT LIMITS GENERAL NOTES 1. HORIZOMAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1B THRU C501-1E FOR GENERAL NOTES. 4. SEE SHEET C501-1G FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 5. SEE SHEET C501-1H FOR OVERALL SITE AND UTILITY PLAN. CONSTRUCTION NOTES 1� EXISTING TEMPORARY STRUCTURE TO BE REMOVED AND SALVAGED EXISTING ECOLOGY BLOCK WALL TO BE REMOVED AND SALVAGED EXISTING FIRE HYDRANT TO BE REMOVED EXISTING BUS SHELTER TO BE REMOVED AND REPLACED 5� EXISTING CANOPY TO REMIAN EXISTING STORMWATER VAULT TO BE REMOVED EXISTING HARDSTAND TO BE REMOVED AND REPLACED © EXISTING WET VAULT TO BE REMOVED 30 mimmomommommi N ° CIVIL PERMIT feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC R-4177007� IN COMPLIANCE WITH CITY OF RENTON STANDARDS OVERALL SITE PLAN - EXISTING I C1802421 07/09/21 APRON R — CENTRAL C501 —1 F RENTON SITE JOB NO, C180242 DMF MASTER 11 RENTON, WA DWG NO. RTN—YD—0501 —1 F I Will •'���•g�� eon �•�• '�•g���l�► `�•���\• ;,T PRIOR will �'maw y� . �•3.O��i•Oppp•A�ps s 1I •oi4�•ii•OJJOiii0�� OOi•, - �� •O iiiiiiiiiiiii�iiii�4�ii�i`. .�ii•:'�OO��i�00�':'OOiB�O�'��•�►�OOOi'i'i'OOOOi'i OOOOi�• ���•i'i'�� .a•3iiiii•O°iiii00•iiiii� ®iiiiii0•iiiiiiiiiii' ��i=-iJ3iiii•O�i �• `%%%O%%%%%%%%%%%%%%��:�:�:p�0�:��.e:���:�:!:'�:���:�:e�®�:•�iiii0•iiii•Oiiiiii•.��0•iiiii • ��� �Oippp���0ipppppppppppp�:�:epppp•'.%;ippp�ip�:O�Oiipppppppppppppppp�JipppO��00�ipp� �� �� ® .:•000Oi'i'i'i•OOii'i'0000:�!• •.%�•000�•�•���®�•�0�•�•00000�•�•00000�•�•�•�•000�•�•>0000 . ���' •iii!i!:�!�•!•!�•!•••••••' OOi���ii•��0�•iii•OOOiiii•OOOiiii•OOiiiii•������ •. ®' •�• ��O•i�O��00iii•00••iii•000iii•OiiOiiiiiiO•ii �� ��� ® I.O.•.•.4pOpp0-•,QpO•.•.•.4ppp•.•.•.4ppp•.•.•.4ppp.�.� .'• 00••4g01.^• �iiii•JJiiiii•JJi00ppppppppp.�� ��• AS%!cSi !Oiiiiiiiiiiiiiiiiiiiiiiiii• �i•Oi"OOiiiii•OOiiiii•OOiii•OOOOiii�4 1 i•Oi i•Oi'OOOOOOi'00000�0��'OOOOOi'i'O. �j� �� �ip��%%%iOppp�%%iOpp�O��iOppp�%%ip� �• ' � �!i!�� �•iiiiiiiiiiiii0•iiiii0•�•iii•�� THE BOEING COMPANY 737 LOGAN AVE 0723059001 1 \ "( I 1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 WSP 0AC 333Il Amwes It �"e30300 fe L: (2 Wry, 1-B00 12Kb ref: (zo5)431-z3ao FAX: (me) 431-2250 30 0 1" scale 30 60 feet SYM RENSION BY APPROVED DAIS SYM REVISION BY APPROVED MTE �BOE/TUG ® �¢N P T w"'"w'RG y e° a'.6' ° m ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED CRIS APRON R — CENTRAL C180242 WEE SPT 07/0921 APPRWED BT DEPT C LEGEND +++++ 12—INCH REINFORCED CEMENT CONCRETE PAVEMENT 4 TO 6—INCH ASPHALT PAVEMENT PROJECT LIMITS + + + APRON—R 12—INCH REINFORCED + + CEMENT CONCRETE PAVEMENT APRON—R 10—INCH REINFORCED CEMENT CONCRETE PAVEMENT APRON—R 6 TO 8—INCH REINFORCED CEMENT CONCRETE PAVEMENT APRON—R 4 TO 6—INCHES ASPHALT PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGV029 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERVI-S OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE THE BOEING COMPANY GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION 737 LOGAN AVE N OR COMPLETION OF CONSTRUCTION. 0723059001 3. SEE LEGEND FOR EXISTING APRON R PROJECT SITE PAVEMENT C SEE SHEET C501-113 THRU C501-1E FOR GENERAL NOTES. 5. SEE SHEET C501-11F FOR EXISTING OVERALL SITE PLAN. 6. SEE SHEET C501-11H FOR OVERALL SITE AND UTILITY PLAN. CIVIL PERMIT L£ OVERALL EXISTING PAVEMENT THICKNESS PLAN APRON R — CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177008� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1802421 UKIb 07/09'91 :501-1 G C08 COME C180242 RTN—YD—0501 —1 G n n v C LLl H WSP AC "( 3330I 9NA eX tl CALL 48 HOURS 1 I 300 w ai fe 9B0012Kb BEFORE YOU DIG L: (2We4, 1- -800-424-5555 FAX: GM)431-2250 FAX: (i(6) 431-E350 SYM RENSION SY APPROVED DALE ORIG APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION I BY I APPROVED I DATE 30 0 = 30' "m6mPI scale i L -BOE/NG THE BOEING COMPANY 737 LOGAN AVE N 0723059001 iY O)P 9PH M LEGEND 1 PROJECT LIMITS GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NM29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-18 THRU C501-1E FOR GENERAL NOTES. 4. SEE SHEET C501-1G FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN, 5. SEE SHEET C501-1F FOR EXISTING OVERALL SITE PWJ, CONSTRUCTION NOTES 1� ECOLOGY BLOCK WALL LOADING/UNLOADING RAMP HARDSTAND FIRE HYDRANT GORE STRIPING © ACTUATED VALVE SAFE DRAIN CONNECT TO EXISTING STORM DRAINAGE NEW OH/WATER SEPARATOR 10 MODULAR WETLAND 11 CONNECT TO EXISTING STORMWATER SYSTEM 12 BUS SHELTER 13 CONNECT TO EXISTING FIRE 30 mimmomommommi N °[CIVIL PER feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC OVERALL SITE AND UTILITY PLAN R-4177009� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 01-1H mmr C180242 RTN—YD—0501 —1 H 07/09/91 RENTON SITE MASTER S 11 n n d C d C LL F LEGEND --—�—�- SAWCUT / PROJECT LIMITS 200' SHORELINE SETBACK ABANDON UNDERGROUND UTILITY REMOVE ABOVE GROUND UTILITY SEE MECHANICAL AND ELECTRICAL PLANS ��°' " • <'. REMOVE CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NM29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION AND REMOVAL INFORMATION. DEMOUSH EXISTING STORM VAULT. SEE GEOTECHNICAL REPORT DATED 09/07/2018 AND DETAILS ON SHEET C501-2E. PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-5A THROUGH C501-5C REMOVE BUS SHELTER AND ANY ASSOCIATED HARDWARE AND RELOCATE PER SHEET C501-7A. CONSTRUCTION NOTES ABANDON UNDERGROUND UTILITY REMOVE EXISTING STORM DRAINAGE CATCH BASIN OR MANHOLE REMOVE EXISTING BOLLARDS REMOVE EXISTING FIRE HYDRANT REMOVE AND SALVAGE ECOLOGY BLOCK WALL © REMOVE EXISTING SURFACE MOUNT UTILITIES SEE MECHANICAL AND ELECTRICAL PLANS PROTECT EXISTING STORM TO REMAIN NOT USED REMOVE AND SALVAGE EXISTING SIGN 10 REMOVE EXISTING GROUND ROD AND WIRE 11 REMOVE AND SALVAGE EXISTING TEMPORARY STRUCTURE 12 REMOVE EXISTING CHAINLINK FENCE 13 REMOVE EXISTING UNDERGROUND UTILITIES SEE MECHANICAL AND ELECTRICAL PLANS 14 PROTECT EXISTING UNDERGROUND UTILITIES SEE MECHANICAL AND ELECTRICAL PLANS CIO C11 C12 C13 C14 C15 C16 CI7 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-4177010 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSPu me MATCH LINE - FOR CONTINUATION SEE SHEET C12E-R 1 3�°`�A��eOO REMOVAL CALL 4S HOURS w�300 20 ° 20 40 CIVIL P E R M I T F 4aI Way, m W012Kb BEFORE YOU DIG TEE: fzos7+si-znao 1-800424-5555 FAN: Lzae1+3E-zzso scale feet SYM RENSION BY APPROVED ME SYM REVISION BY APPROVED DATE DRAWN DATE SVEYT E CURRENT REVISION SYMBOL DATE C APRON R — CENTRAL C180242 WEB SPT 07/09/21 , T ACCEPTABILITY JOM 07 09 21 THIS DESIGN AND/OR H K PARTIAL SITE REMOVAL PLAN C180242 07/09/71 EN P. ""'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET - UPDATED U/G UTILITY MAPPING - DHA, INC. SUP DAH 05/01/98BOE/NG® y a°m APPROVED BY DEPT. DATE JDM 07 09 21 APRON R — CENTRAL C 11 E-R C 1 A VALVE NO. UPDATE - HOT PROJ# 98-1302 HINGC 081OV98 t CHECKED - UPDATE APRON SEAMS - DNA, INC. MJM DAH 08/07/98 RENTON SITE JOB NO �"Fm"aNA` £`O�Dd� ry,� APPROVED C180242 COMP NO. B SEPA-DNR-PROP. - RUPERT #140688 DED NET 09/17/07 � APPROVED CIVIL MASTER `, 11 RENTON, WA DWG NO. RTN-YD-11E-R WSP AC "( 3330I 9N AImemeS AN CALL 48 HOURS I 1 w 300 ai 900012Y0 fEL: BEFORE YOU DIG (2Wry, 1- 1-800-424-5555 FAX GW6)431-2250 FAX. (i(6)431-E350 RENSION BY APPROVED APRON R — CENTRAL C180242 WSP SPT UPDATED U/G UTILITY MAPPING — DHA, INC. JGC DAH BRACED FRAME 556768-01 MKA DNB 4-81 WEST ONE — ISSUE FOR CORI RUPERT #12385488 DED REI VEAL REMOVAL PACKAGE W1608724 TGS ABAM REMOVAL 0.41E SYn1 REVISION 07/ 99/21 F ADDENDA DOCUMENT SET ADD G VEAL: REMOVAL DOCUMENT SET ADDENDA II 11/17/OB H VEAL V2 REMOVAL RFI-0013 04/13/12 1 CAB:IFC SET 04/01/13 MATCH LINE - FOR CONTINUATION SEE SHEET C13E-R BY APPROVEDN04/11/14 W1608724 TGS ARAM W1608724 TGS ARAM �BOEArw" W1608724 TGS ARAM W1992439 TGS ARAM 20 0 20 40 scale feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM tOJECT LIMITS I CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 I (NAVD88) = NGVD29 + 3.60 FEET. NE SETBACK 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR IERGROUND UTILITY ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC RGROUND UTILITY APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED I OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC E GROUND UTILITY MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. )AL AND ELECTRICAL PLANS 3. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL DEMOLUON AND REMOVAL INFORMATION. ;RETE PAVEMENT DEMOLISH EXISTING STORM VAULT. SEE GEOTECHNICAL REPORT DATED 9/07/2018 AND DETAILS ON SHEET C501-2E. ALT PAVEMENT I � PAVEMENT REMOVAL LIMIT, SEE SHEETS C501-5A THROUGH C501-5C REMOVE EXISTING HARDSTAND AND ASSOCIATED HARDWARE AND RELOCATE PER SHEET M501-1A. CONSTRUCTION NOTES I I B:�::> ABANDON UNDERGROUND UTILITY REMOVE EXISTING STORM DRAINAGE CATCH BASIN OR MANHOLE REMOVE EXISTING BOLLARDS REMOVE EXISTING ARE HYDRANT I REMOVE AND SALVAGE ECOLOGY BLOCK WALL © REMOVE EXISTING SURFACE MOUNT UTILITIES PROTECT EXISTING STORM TO REMAIN I ® REMOVE EXISTING STORM DRAINAGE CLEANOUT REMOVE AND SALVAGE EXISTING SIGN 10 REMOVE EXISTING GROUND ROD AND WIRE 11 REMOVE AND SALVAGE EXISTING TEMPORARY STRUCTURE 12 NOT USED I 13 DECOMMISSION EXISTING MONITORING WELL IN ACCORDANCE WITH WAC 173-160-460 14 REMOVE EXISTING LUMINAIRE AND JUNCTION BOX I 15 REMOVE UNDERGROUND UTILITY 16 PROTECT EXISTING PIV AND ADJUST TO FINISH GRADE 17 PROTECT EXISTING CATCH BASIN AND ADJUST TO FINISH GRADE 18 PROTECT EXISTING CLEANOUT AND ADJUST TO FINISH GRADE 19 PROTECT EXISTING SANITARY SEWER I 20 PROTECT EXISTING VALVE AND ADJUST TO FINISH GRADE 21 PROTECT EXISTING MONITORING WELL 22 PROTECT EXISTING 8° COMPRESSED AIR SUPPLY I 23 PROTECT EXISTING WATER MAIN 24 PROTECT EXISTING CANOPY 25 REMOVE EXISTING STORMWATER VAULT 26 PROTECT EXISTING BOLLARD TO REMAIN KEY PLAN SCILE : NONE A B C D E F G H J K L CIO Cil JAI, C12 C13 C14 C15 C16 M' CI7 CIB C19 I C20 I C21 C22 C23 Y \N�I.00Y C24 �i � I C25 I C26 C27 C28 C29 I C30 I - R-4177011 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PERMIT PARTIAL SITE REMOVAL PLAN RENTON SITE MASTER 11 C 180IIN 242 �'1,, 07/09/21 12E-R C 180242 1 RTN—YD-12E—R B B T/ BMW D° LEGEND CON R i B " ' BUILDING 4-81 I -------- SAWCUT / PROJECT LIMITS U0 °B 1 °'. w \ f ' REMOVE CONCRETE PAVEMENT m �4 I 1 �, ®a \ \ I 1 I °B E `, �� p S � � I REMOVE ASPHALT PAVEMENT \ !� \ B G \ \ B B \ \ \ I GENERAL NOTES B `11 \ G L HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, °B , c0 NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL B MAINTENANCE S. DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). I °B 1 A B. WATER \ \ I VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH 5 AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 BUILDING ` 169 LF (� I FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, s \ G CLEAN -OUT COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY S. G q+ 5 \ P,JV=162 EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BUILDING 4-20 R R `, EC 119, G B003- \ p I BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE cc OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION C 10OR COMION OF CORUION. \ MW \ \ I I=> PAVEMENT SC PR LETMOVALL LIMIL SEE SHEETS C501-5A THROUGH C501 C 9B \ C 9A \ \ I ' g`'A`N FIRE 1 �� \ AMW BOW 02 \ S.. \ S 420 z MW m ➢ F\R F1RE o I To D O • °`� Fwa p1 \� s0 \\ Q — G CONSTRUCTION NOTES p1 Y m °CO Eq_ p 3 \ I 1� PROTECT EXISTING STORM TO REMAIN SPN �e \� a PROTECT EXISTING CATCH BASIN AND g °cD o 4 LP. {" ADJUST TO FINISH GRADE p p G \ I I PROTECT EXISTING WATER MAIN Jrr-- ® PAVEMENT REMOVAL AS REQUIRED TO FARE M B WV \ C S \ INSTALL NEW UTILITIES O B° 5 AU 9 S. \ \ \ ABANDON UNDERGROUND UTILITY IN3.7 LL \ '� 3 AS GE1: 0uN0 NV .B PROTECT EXISTING HYDRANT tn IN IN 17.34 U \ M I CUT AND CAP MAIN AT EXISTING TEE. BOLT 911 99 \� \ INSTALL CONCRETE THRUST BLOCKING nIN W m \ PER CITYOF RENTON STD. PLAN 330.2. N SEC 9� 8 p1 W SV 16� � a S. \ y J u KEY PLAN 1 SE A B C D EF xou SN' ill G H J K L C10i jr G C12 0 C13 C14 679E gPRR\ER wPV` 'w ^ I C15 I SV 15 G ; \ I C16 M' G C17 F C18 C SPA 9 3 C19 C20 I G O I C21 4f C22 C23 Y' G Nam$ i" G BPRR\ER WP � 8 FF RE� I C25 j\ I C26 i \ SEC 8 1 4p \I C27 Q YAW 115 f I 7 C28 M 8 FlRE 14 ° 3 1 4 ! II C30 vlo 29 o FN R-4177012 — — — — — — — — — — _ _ _ _ — — — — — — — ® J — —. — — — — — — — — — — - —\— �\— \ — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS MATCH LINE - FOR CONTINUATION SEE SHEET C14E-R 1 ) 3 ralWWREMOVAL CALL 4S HOURS wID300 20 20 40 CIVIL P E R M I T fefte3 Wry, WA BEFORE YOU DIG TEN: GW6)431-225o 1-800424-5555 Pax:lzae1+31-zzs0 scale feet SYM REVISION BY APPROVED DAZE SYM REVISION BY APPROVED MTE ACCEPTABILITY JDM 07 09 21 DRAWN DATE SUBnnE CURRENT N rM AIE L APRON R - CENTRAL C180242 WSP SPT 07/09/21 H VPAC REMOVAL DOCUMENT SET ADDENDA II W1608724 TOG ARAM 06/20/13 �¢N P T THIS BEGIN AND/OR H rc PARTIAL SITE REMOVAL PLAN c1$o24� L w"'"w'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET RENTON AS-RUILTS W5365113-34353 KPFF KPFF 01/15/18 WAL V2 REMOVAL RFI-0013 W1608724 TGS ARAM 07/15/13 ® " '� °:°' APPROVED BY DEPT. DATE JDM 07 09 21 n1tE APRON R - CENTRAL C 1 3 E- R C 1 2 BOE/NG O E 4-81 WEST PAR -ISSUE FOR CONSTR- RUPERT 112385488 DED REI 04/13/12 J CAB:IFC SET W1992439 TGS ARAM 04/11/14 t RENTON SITE JOB N0. COMP N0. F WAL REMOVAL PACKAGE W1608724 JIGS ARAM 04/01/13 K CONCRETE AND ASPHALT REPAIR W4282795 ARAM 12/01 /17 P�aNq` � ry„ APPROVED C180242 G ADDENDA DOCUMENT SET W1608724 JIGS ARAM 04/21/13 1C1� APPROVED CIVIL MASTER RENTON, WA DWG NO, RTN-YD-13E-R n n v C LL P WER �� ' 3 LEGEND I Tk O 9$ V IT n3 SAWCUT / PROJECT LIMITS 2 \ ; ��, 1' °.:. _: 1 REMOVE CONCRETE PAVEMENT W Sv 1J� / POWE m ON 1�.8�� qg Ire-�_�1 VAULT E E qN N BUILDING 4-20 GOING 31 IF G 4 6" STORM % I SEC ) GENERAL NOTES I F./ 3 o 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, ♦ .o NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL \ F,♦ 'PyyPa DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). ♦ VERTICAL DATUM CONVERSION: NGV029 TO THE NORTH AMERICAN CONC G VERTICAL DATUM 1988 (NAVD88) = NM29 + 3.60 FEET. I SPIT \ BOD 4 t ,� ® ® 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS �- OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR ^�/� UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR o ® ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY D I - CONDUIT PAINTED OR COATED TO PREVENT EXPOSURE OF THE U PBPNO M3 q yy GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR / ® P%`N-V COMPLETION OF CONSTRUCTION. 5 \ 3- ♦F' RMj M� 1� PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-5A THROUGH �+ C501-5C FOR DETAILS. POOR ,� MjP8PN0 � �ii $\ ROD � y SAN DOOR \ MO \ q 0� -5. P CONSTRUCTION NOTES MP DOOR yy TMH 196 G ISCHARGE 3:-�:> ABANDON UNDERGROUND UTILITY 6 POOR A68 ♦\ M yl�=� PROTECT EXISTING CATCH BASIN AND ADJUST TO FINISH GRADE NEW U➢PAVEMENOTIEST REMOVAL AS REQUIRED TO INSTALL SN4 ?B4k / PENTHOUSE U PM N� 0 STEEL ID VM 1 SAO DOOR j6E •"M° - II ° °j BUILDING 4-17 oopR \ EA IIn II 5 .4 1 z \ \ O I 4. a \ \\\ R I z \\\ BUILDING 4-04 o / I O 7 F I o \\\ 32 / KEY PAN GO SCA E : NONE S A B C D E F G H J K L S 6 SN / I CIO P ` I C11 J)r JAI \O BOOR AS "CI \\ C12 SPIT V \ CW C13 _ C74 I SPIT/ DOOR A9� C '`/ ~\\oJ� C15 \ 09.E 7\ Y C16 M' W SR AO tgr / VA C17 \0"C\ �� \ // \\\ BUG CIB �p , / `'V �\ � W �\ T H — _ 52.1 C19 I C20 I SN 6 / (,\\ \RI 20.3 O F(f I C21 448 S czz DOOR 2 i a 1\ Rµ UTILITY MH 3 C24 I �I C25 C26 C27 C28 �\ \ C29 C30 F �\ R-4177013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 300AC 1 3 aiWWDOO REMOVAL CALL 48 HOURS wID300 20 20 40 CIVIL P E R M IT fetleral Way, WA9B0012Kb BEFORE YOU DIG TEE: ROB)431-2250 1-800424-5555 FAN:1zae1+3E-zzso scale feet SYM EVASION BY APPROVED DALE S'M EVI50\ BY APPROVED DATE ACCEPTABILITY JDM 07 09 21 DRAWN DATE suBnnE CURRENT N r MBOL DATE J APRON R - CENTRAL C180242 WSP SPT 07/09/21 G PARTS MOVEMENT ROAD - RECORD W1855883 ARAM 04/03/15 JV,NwP. T THIS DESIGN AND/OR H rc PARTIAL SITE REMOVAL PLAN Ci$0249 07/09/71 a'RG SPECIFICATION IS APPROVED SET 07 09 21 SHEET - INCORPORATE REV I TO DRAWING WS DES 02/08/18 H 737 MAX DUCT BANK - RECORD W1759198 ARAM 04/15/15 BOE/NG ® y a°m APPROVED BY DEPT. DATE JDM 07 09 21 IT'LE APRON R - CENTRAL C 14 E-R C 13 C SITE ADA UPGRADES #7301156.00 DEN GROUP ITS 08/30/01 - RENTON AS-BUILTS W5365113-34353 KPFF EPEE 01/15/18 t CHECKED DMP ND D REMOVE 4-404 TRLR &UPGRADE PAINT LINES J.ANDRE 04/08/10 I CONCRETE AND ASPHALT REPAIR W4282795 ARAM 12/01 /17 RENTON SITE JOB NO O��amn�EPO�e tiR APPROVED C180242 E REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 09/20/13 � APPROVED CIVIL MASTER `, 11 RENTON, WA DWG NO. RTN-YD-14E-R LEGEND — - SAWCUT / PROJECT LIMITS REMOVE CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 1� PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-5A THROUGH C501-5C FOR DETAILS. CONSTRUCTION NOTES ABANDON UNDERGROUND UTILITY REMOVE EXISTING STORM DRAINAGE CATCH BASIN OR MANHOLE PROTECT EXISTING COMPRESSED AIR ® PAVEMENT REMOVAL AS REQUIRED TO INSTALL NEW UTILMES CIO C11 C12 C13 C14 C15 C16 CI7 CIB C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-4177014 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W5PUSANC MATCH LINE — FOR CONTINUATION SEE SHEET C15F—R Gaiww'mW03H REMOVAL CALL 4S HOURS w�300 2D ° 2D 4D CIVIL PERMIT] Rfte3 Wry, WA 9B0012Kb BEFORE YOU DIG FAX: fz0s7+31-225o 1-800424-5555 FAX: 1zaE1+3E-zzso scale feet SYM RENSION BY APPROVED 0.41E SYM-cJ150\ BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY JDM 07 09 21 ED PARTIAL SITE REMOVAL PLAN c1R0242 07/09/91 U APRON R - CENTRAL CI80242 WSP SPT 07/09/21 R 737 MAX DUCT BANK - RECORD W1759198 ARAM 04/15/15 �¢N ? T THIS DESIGN AND/OR N N eE w'RG SPECIFICATION IS APPROVED SPT 07 09 21 SrET - INCORPORATE REV I TO DRAWING WS DES 02/08/18 S 737 MAX DUCT HANK - RECORD W1759198 ARAM 10/31/15 BOE/NG ® y °m APPRMD BY DEPT. DATE JDM 07 09 21 0TUE APRON R — CENTRAL C 1 4 F- R C 1 4 P 737 MAX DUCT HANK - RECORD W1759198 ARAM 07/31/14 T CONCRETE AND ASPHALT REPAIR W4282795 ARAM 12/01/17 t CHECKED DMP ND - AS -BUILT - INCORPORATE REVISION P WS 01 /28/15 - RENTON AS-HUILTS W5365113-34353 KPFF KPFF 01 /15/18 RENTON SITE JOB NO �"2�aNq` �D�� ry„ APPROVED C180242 Q PARTS MOVEMENT ROAD - RECORD W1855883 ARAM 04/03/15 � APPROVED CIVIL MASTER `, 11 RENTON, WA DWG NO. RTN-YD—I4F-R n n v C Q LL LEGEND —...... SAWCUT / PROJECT LIMITS REMOVE UNDERGROUND UTILITY REMOVE ASPHALT PAVEMENT f T I �I HYDROBLST EXISTING PAINT MARKS GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVO88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND CONNECTION POINTS BEFORE COMMENCING WORK. CONSTRUCTION NOTES PROTECT EXISTING STORM TO REMAIN PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW BIORETENTION CELLS REMOVE AND SALVAGE WHEEL STOP — 5 EA q� PROTECT UNDERGROUND POWER CONDUIT. RELOCATE AS REQUIRED EXISTING ABANDONED SANITARY PIPE EXISTING ABANDONED STORM PIPE. REMOVE AS REQUIRED HYDROBLAST EXISTING PAINT MARKINGS © PAVEMENT REMOVAL LIMIT CIO C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-4177015 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W5PDSANC MATCH LINE - FOR CONTINUATION SEE SHEET C18E-R GLi,AWNe�� REMOVAL CALL 4S HOURS wID300 20 20 40[CIVIL PERMIT] F fte3 Wry, WA 9B0012Kb BEFORE YOU DIG TEL: 431-DOO 1-800424-5555 FAX: 1z0e)+3E-zzso scale feet SYM REVISION BY APPROVED DALE SYM EVISOL BY APPROVED DATE DRAWN DATE SVEBTLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY JDM 07 09 21 PARTIAL SITE REMOVAL PLAN Ctso2a N o7/os/2t N P. THIS DESIGN AND OR H K M APRON R - CENTRAL C780242 WSP SPT 07 09 21 H UPGRADE 20 SCALE SITE PLANS DHA 09-1637 9488981 AAC DAH 04 30 10 4 E T / / / ( ) / / ""'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET E LOT RECONFIGURATION JJ031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 �BOE/NG ® y �°m r OvED BY DEPT. DATE JDM 07 09 21 TI� APRON R — CENTRAL C 1 7 E- R C 1 5 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K RED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 t CHECKED DMP ND. F D-35 ENTRANCE J�'140882 REI DED 12/12/07 L 737 MAX DUCT BANK - RECORD W7759198 ABAM 10/31 /15 RENTON SITE JOB NO �"2�aNq` �D�� ry„ APPRavEo C180242 G DRAWING of RECORD Jp140882 REI DED 12/12/07 ,�<�° APPROVED CIVIL MASTER 11 RENTON, WA DWG NO. RTN—YD-17E—R n n v C V W LEGEND ------.m SAWCUT / PROJECT UMRS REMOVE ASPHALT PAVEMENT �1 HYDROBLST EXISTING PAINT MARKS GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPUED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND CONNECTION POINTS BEFORE COMMENCING WORK. CONSTRUCTION NOTES PROTECT EXISTING STORM TO REMAIN PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW BIORETENTION CELLS REMOVE AND SALVAGE WHEEL STOP - 2 EA HYDROBLST EXISTING PAINT MARKINGS PROTECT EXISTING UNDERGROUND CONDUIT © PAVEMENT REMOVAL LIMIT CIO C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-4177016 "l WE t MATCH LINE — FOR CONTINUATION SEE SHEET C18F—R INCOMPLIANCE WITH CITY OF RENTON STANDARDS 1 3 aiww'% REMOVAL CALL 4S HOURS wID300 2D 2D 4D CIVIL PERMIT] fefte3 Wry, WA 9B0012Kb BEFORE YOU DIG TEE: Q06)431-2250 1-800424-5555 FAN: 1zaE1+3E-zzso scale feet SYM RENSION BY APPROVED DALE SYM EVI50\ BY APPROVED DATE ACCEPTABILITY JDM 07/09/21 DRAWN DATE SUBnnE a N N M E A TE M APRON R - CENTRAL CI 80242 WSP SPT 07/09/21 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 �¢N P T THIS DESIGN AND/OR H rc PARTIAL SITE REMOVAL PLAN C180949 M 07/09/21 w".r„wcgG SPECIFICATION IS APPROVED SPT 07/09/21 SrET E LOT RECONFIGURATION JJ031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W7855850 ARAM 11/30/14BOE/NG ® y°m r OVED BY DEPT. DATE JDM 07 09 21 nTJE APRON R - CENTRAL C 1 7 F- R C 1 6 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K RED PATHS & PARKING - RECORD W2651523 ARAM 05/01/15 t A CHECKED RENTON SITE JOB NO DMP ND. F D-35 ENTRANCE J�'140882 REI DED 12/12/07 L 737 MAX DUCT BANK - RECORD W7759198 ARAM 10/31 /15 2�aNq` �D�� ry„ APPROVED C180242 G DRAWING of RECORD Jp140882 REI DED 12/12/07 ,�<�° APPROVED CIVIL MASTER 11 RENTON, WA DWG NO. RTN—YD—17F—R n n V C Ll 0 No. 689A CB-II-48 TOP 2030 w INV W 17.50 > INV S 14.80 I. 7 5 CONIC No. 689E o w CB -I LANDING TOP 18.20 NV N 15.80 CONC STAIRS INV W 15,80 INV E 15.50 CB -I TOP 18.09 U- INV W 15,09 L INV N 14L99 INV E 14.7 89 S"(S I BOT 14.69 cj STS METAL STAIRS / o 4 LOADING \ 'A ELEVATOR \\ \ pl N 2 No. 680 SO CB-1 TOP 21.95 INV N 17.80 INV S 17.70 INV E 1T80 `BOT 16.70 I d 13.eKV No. 679 .93 U TOP 13.8KV- ASPHALT INV N 1717.6060 INV S 1.60 I BOLLARDS (4}� BOT 16.60 FH35 0 00 FIN 8. FW 4- - CW CW 6" A --- A_- A gy �----UGT -----+ - - i o S ` x X 18" / 0 0 o No. 54 0 o ows- 10 OR 2420 N 653 PER W DI IV Eel 25 TOP 24.24 INV W 17.65 YDRAIN BOT 139 DOT 22.38 I MATCH LINE - FOR CONTINUATION SEE SHEET C17E-R -- --psi - -- -- o ---- CB-II-48 B< TOP 20.44 15 NV S/N 17.8 NV E 17 9 No, 690E OT 15A CB-II-48 \ OP .40 NV N 17 17.90 o. 681 INV S 17.85 CB -I BOT 16.15 'f TOP 20.81 0 No. 689C INV E 18.4 ASPHALT \ PUMP STATION ro INV S 18.1 TOP 18.21 7 INV W 18.0 \ INV N 14.20 INV N 18.0 BOT 16.9 k INV W 15.40 F q \ INV S 15.10 \\ SZ �pEP A8 I I I 1 VAULT Al EMH 1 RIM 2320 ASPHALT No. 690A CB-11-48 TOP SEE NO INV N 1T90 INV E 17.90 INV W 17.90 No, A 480V PWR---♦ -WV M� A v� ----_UGT_--+------------ o-------------HUGT-r-----. (3) 2' UG SPARE I INV IN 20 8 6" E 20.9 FL 17,80 2" UG 4-66 2" UG SPARE MIN 7y III BOT 20?90 PVC 3#6, #6GND 7 22.88 - - - CB-692 TYPE 650 TOP=22,88 NV=20.88 n G O -1 P 61 LF 4" PV 0 O.f -ply- - -A480V PWR- - - 6" A A-_--------- 10 O LF 8 R35®@\ x, 669 \= 23.5 IA ST CTURE 2 - �/ 7308 C P (N LE. _ C P (SE) LE. _ WALL FI L I T ST JMEHJ A221 REMOVE AIR VAULT TU -PER-kEMIL NOTE 1 B-690 TYPE 650 TOP=22.85 INV=20.85 EDGE RIM 48" TYPE INV N 19A INV E 19A BOT 18.5 -�N�11'!�l•S41 INV S 17.2 WL 191 u BOTT_5.5 - C. #0 / &A f / No 662 / DMH / ty TOP 604 i NV E 21.8 F\ .9 664 2x2 65 l 19.88 LEGEND -------- SAWCUT / PROJECT OMITS • - I REMOVE ASPHALT PAVEMENT DCB 670 T/T 2.1^' X 1.7'6INNER DIM Tj l HYDROBLST EXISTING PAINT MARKS TYPE 1 - #77333 L 18" CMP (N) I.E. = 1 18" CMP (SE) LE. = 1 8" PVC (W) I.E. = 20. - - GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, 4 I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGV129 + 3.60 FEET, CW 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR Ng .669 ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY C -I-2x .5 I PAINTED OR COATED TO PREVENT EXPOSURE OF THE 07-52" 5 GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR TOP 238 COMPLETION OF CONSTRUCTION. INV SE 20.4 2 INV SE 1EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC BOT 19.7 DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND 9• AVAILABLE BUILT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND Ian I I P%T CONNECTION POINTS BEFORE COMMENCING WORN. CONSTRUCTION NOTES / 1� PROTECT EXISTING STORM TO REMAIN / 661 Of DI PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW P 23.2 L� BIORETENTION CELLS INV E 21.3 INV SW 20. U 3� HYDROBLAST EXISTING PAINT MARKINGS BST •_ JAL!PROTECT EXISTING DOMESTIC WATER MAIN 4I S 5 PROTECT EXISTING FIRE PROTECTION MAIN � -;:`•� W © PAVEMENT REMOVAL LIMIT =a�IFS LLLJ Z TO 23 U INVN 192 INV s 19z'r z .-,BOT.zs3 •'Iz 0 U 0 W Z J KEY PLAN SCALE : NONE a ®. -7 , .• 19.93 \ CIO UP a Cl2 S C13 C14 f NO 706C NO 7088 01 C15 CB-1 CB 1 aa..„ 1 .BKV Clfi M' TEL. VAULT RIM=23.20 RIM= 80 INV=18.00 INV=18.0 138KV CI7 Qo C18 No. C19 DI x 1' PVC 3#6, #6GND TOP U41 C20 N }� INV E C21 ti BO 20.8 .8 h 4 �r < C23 Y' r Dp C24 25 I �: r aaaa r r C26 1' PVC #6, M CND C27 CA)}�C28 C29 AC, I C30 x as L - - - - - - �- - - - - - - - - J� - ➢l� a - - - - - - � -I - - L i - - - - - IN COMPLIANCE WITH CITY OF REWON 41 ANDARO�S 1 L" WSP 300AC 1 BBBo`BN,WA BOOMH REMOVAL CALL 4S HOURS wID300 20 2O 40 ,)[CIVIEPER M I T fetleral Way, WA960012Kb BEFORE YOU DIG TEE: R061+s1-2250 1-800424-5555 FAX: (za61 VIBE-zzso scale feet SYM REVISION BY APPROVED DALE SYM -- "IS^T BY APPROVED DATE ACCEPTABILITY JDM 07/09/21 DRAWN DATE suBnnE CURRENT N Yu E A TE N APRON R - CENTRAL C180242 WSP SPT 07/09/21 K FIRE MAIN REPLACEMENT 11523990 MON M.J. JONES 06/29/11 �¢N P T THIS DESIGN AND/OR H rc PARTIAL SITE REMOVAL PLAN Cl$0242 N 07/09/21 w".r„wcgG SPECIFICATION IS APPROVED SOT 07/09/21 SHEET - INCORPORATE JOB W2492141 WS - 04/26/18 L DRAWING OF RECORD 11523990 M.K.A. M.J. JONES 4/00/12BOE/NG APPROVED BY I DEPT. I DATE JDM 07/09/21 TONLE APRON R - CENTRAL C 1 8 E- R C 1 7 G DRAWING OF RECORD J#140882 NET DIED 12/12/07 M REPLACE FIRE MAIN AND HYDRANT W2544587 KARALUS GAK 05/08/14 t A CHECKED DMP ND. H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01 /15/18 o"TM"aNq` �o�� ry„ APPROVED RENTON SITE JOB NO C180242 J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS - 10/27/10 APPROVED CIVIL MASTER RENTON, WA DWG NO, RTN-YD-18E-R 1 • DI � II TOP 255 TOP III •• paTiiul����111�1•�i!Eii,mI® NIL�I���I E__® + i .aal� Enron!I -_1 1 ., 11 4 Hs u vii y vjw ' 71 MullJ ''• ai; n' ® Via 111 pI i1 �� ally iF iP' .94� a '1 �► �� .1®_ r:. TOP 2E3 I�20.7 - All• 'e boo ��` •I�I{'A 'EMI �.7�(`-!Si SUBSTATIO � �- L DID zz'z Sung go - El 1:1 �� 1< /�3 T�" 'il ►� i �'.+� 0. m 1 11 ', ' a, 1 iEC ncl : 1 No. 357 CB -I "01-67" OP 25S2 INN E 23.. BOT 2Y3 F�G"V RR slip' ppI(-- IRRIGATION SLEEVE, TYP. f • / p1•�'' 3 RR 09 8"C STS VI �� r x O NO 308A CB -TYPE? RIMRIM=27.85 NV=26.7 0 LEGEND Q -- - sAwcuT / PROJECT uMBs i REMOVE ASPHALT PAVEMENT x TjT rr 33.5 f T/' HYDROBUST EXISTING PANT MARKS PILE ,. ,. Va •9dF-y IFM-M � r s © ' �y�`* 1�1�$11'^/ya'11ryry`Lqq�•��p a�q INS I RIlo\E,@1g_w\ 1 fl,®UO�� I I. I,.r •IIIa�pIClPli .._ .� N 'ail!►�I' -II�ILIIIIII II� 1111111111111 __ I t , CI M WIN� N i1�1� \\\�� II�1 nnmm�n 11M11 ■I�imr .�■ur�1 `f►\\� a!fii11f11111,1�1a�iwis�°4� +�at�► *� �!'�\�A\\\\1 • I\I�il��'Ifii[1�.�.O t°G9 U� �III�`�, II�1 1111111111111 IIIIII:IICIII IlliOIN111PI\�11lYMI NEms1I■ ., N"6 GRADE EAR III°1111�►117ii r.:rlti��I■ LEE II�1 1111111111111IIIIIIIIIIIIIIIIIIII ■IIIPJIIII��I.�'IIEI7II� �1■ ■II�Innlr■n``-`ION owl In �Y, .ill+:®+I■ii��%�� 1111111111111 IIIIIIIIIIIII �,I ■[r11��-'�'�.�, x m - IRRIGATIO / lO / (,. I I ,�j . L e 9 CV INV=25.23 � IRRIGATION SLEEVE, TYP. / RIM=27.00 I I' C30 BRUSH �V � � / � � KINNIKI NICK G� UNDCOVER, TYP. obi 06 ��'�� -� I, R 4177018 L iv / / l • GAULTHE IA P CUMBENS GROUNDCOVER, TYP. IN COMPLIANCE WITH CITY OF RENTON STANDARDS "( WS IU Iw 1 3&I°L�A,WeW� REMOVAL CALL 48 HOURS wID300 2D 2D 4DCIVIL P E R M IT FNn3I Wry, WA9B0012Kb BEFORE YOU DIG Tel: ROB)431-2250 1-800424-5555 RAx� 1zae1+31-zzso scale feet SYM EVASION BY APPROVED 0.41E SYM REVISION BY APPRMED DATE DRAWN DATE SUBTLE CURRENT REVISIONt807/09/91 °740 SYMBOL DATE Q O APRON R - CENTRAL C780242 WSP SPT 07/09/21 M RECORD DRAWING PARKING LOT 20 RFl 14 J�'120147 LED REI 05/08/13 �¢N ? T THIS DESIGN AND/OR N N ACCEPTABILITY JDM 0709 21 PARTIAL SITE REMOVAL PLAN C �e �.. 'RG IDU SPECIFICATION IS APPROVED OPT 07 09 21 Sr EET H DRAWING OF RECORD JJ030198 REI LED 11/04/04 INPED PATHS & PARKING -RECORD W1759198 ARAM 05/01/15 BOE/NG® y °m APPRovIED BY DEPT. DATE JDM 07 09 21 TITLE APRON R — CENTRAL C 18F-R C 18 J RECORD DRAWING - 10-80/-90 DEMO HGI/ROG DAH 07/20/07 P 737 MAX DUCT BANK - RECORD W1759198 ARAM 10/31/15 t A CHECKED DMP ND K RECORD DRAWING -REMOVE DOMESTIC & FP WATER HGI - 12/15/08 E PARKING LOT 15,16, & 17 JM130306 REI LED 09/30/03 O��amn�ERENTON SITE JOB NO PD�e tiR APPROVED C180242 L UPGRADE 20 SCALE SITE PLANS (DHA 09-1737) 9488981 AND DAH 04/30/10 APPROVED CIVIL MASTER `, 11 RENTON, WA D NO. RTN-YD—I8F-R n n V C LLl LEGEND - - PROJECT LIMITS CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE — SHORELINE STRIP N NEW CATCH BASIN INLET PROTECTION E EXISTING CATCH BASIN INLET PROTECTION GENERAL NOTES L HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROTECT AND RETAIN ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN, SEE SITE REMOVAL PLANS. 4, PROVIDE CATCH BASIN INLET PROTECTION TO ALL CATCH BASINS THAT HAVE POTENTIAL TO RECEIVE SEDIMENT LADEN RUN-OFF DURING CONSTRUCTION. 5. TEMPORARY STORMWATER BYPASS WILL BE REQUIRED FOR STORMWATER RUN-OFF CONVEYED THROUGH THE SITE BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN AND SHALL BE APPROVED BY 300% 6, CONTRACTOR SHALL DETERMINE APPROPRIATE SAMPLING POINTS FOR CONSTRUCTION STORMWATER PRIOR TO DISCHARGING IT TO THE EXISTING ONSITE CONVEYANCE SYSTEM OR VIA TEMPORARY OUTFALLS TO LAKE WASHINGTON BASED ON THE CONTRACTORS 00 PHASING PUN. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH N BOEING ENS REPRESENTATIVE. 7. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AT AREAS OF THE STE WHICH DO NOT HAVE EITHER TEMPORARY OR PERMANENT SURFACING BASED ON THE U CONTRACTOR'S CONSTRUCTION PHASING PUN TO PREVENT VEHICULAR ACCESS. 8. CONTRACTOR SHALL CONTROL ANY DUST GENERATED BY EQUIPMENT, CONSTRUCTION, w OR REMOVAL. N 9. EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE PER THE MOST w CURRENT COPY OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER w MANAGEMENT MANUAL FOR WESTERN WASHINGTON. z 10. CONSTRUCTION MAY OCCUR CONCURRENTLY WITH CONSTRUCTION ACTIVITIES PLANNED 0 AS A PART OF APRON R - AREA 3, CONSTRUCTED UNDER SEPARATE PERMIT. SEE APRON R PLANS FOR CONTINUATION. 7D z 11. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY Z OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS CD U OF THE SYSTEM PRIOR TO INSPECTION. SEE GENERAL NOTES ON SHEET C501-18. � 12. SEE SHEET C501-2D DETAIL 1 AND 2 FOR INLET PROTECTION. SEE DETAIL 3 FOR L� SLOT DRAIN PROTECTION. Z Q CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES. SEE NOTE 12. PROVIDE INLET PROTECTION AT SLOT DRAIN. SEE NOTE 12. PROVIDE WHEEL WASH PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES DRAINAGE STRUCTURES KEY PLAN WITH SOLID LIDS SCALE : NONE CIO G11 C12 C13 C14 C15 C16 CI7 CIB C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 R-4177019 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP AC 3330I9N Aaxrv�e Xutlt oertw CALL 48 HOURS w�300 20 ° 20 40 z CIVIL PERMIT wNAPa,=°021�° fefte3 Wry, WA 9B0012Kb BEFORE YOU DIG TEE:f205)431-BOO 1-800424-5555 FAX: 1206143E-2250 scale feet SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED MIE ACCEPTABILITY JDM 07 09 21 DRAWN DATE$U B11RE CURRENT YM L A URIC APRON R - CENTRAL C180242 WSP SPT 07/09/21 eewr. r THIS DESIGN AND/oR TEMPORARY EROSION AND SEDIMENT CONTROL PLAN c180242 �R�G o7/o°%'ri �EtE� ""w'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET BOE/NG® am nc APRON R — CENTRAL C501-2A C19 APPROVED BY DEPT. DAIS JDM 07 09 21 CHECKED APPROVED RENTON SITE JOB NO, C180242 COMP NO. APPROVED DWG NO, �\� CIVIL MASTER II RENTON, WA RTN-YD-0501-2A n n v C LLl �E m FW FW 8"W FIRE ®®E E WSPUSAAC 3330I 9N AvemeX UN CALL 48 HOURS SNNe3003No fe 9B0012Kb BEFORE YOU DIG L: (2Wry, 1- 431-2250 1-800-424-5555 FAX: GW6) FAX: (i(6) 431-E350 SYM REVISION EY APPROVED MTE TRIG APRON R - CENTRAL C1802421 WSP I SPT I 07/09/21 REVISION I&E n CLOD BY I APPROVED I MTE �E i L_BOEArw" 20 0 20 40 scale feet DRAWN ACCEPTABILITY JDM THIS DESIGN AND/OR N N SPECIFICATION IS APPROVED SPT APPROVED BY I DEPT. I DALE JDM ag LEGEND PROJECT LIMITS SHORELINE NEW CATCH BASIN INLET PROTECTION EXISTING CATCH BASIN INLET PROTECTION u L✓ m CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE STRIP GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROTECT AND RETAIN ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN, SEE SITE REMOVAL PLANS. 4. PROVIDE CATCH BASIN INLET PROTECTION TO ALL CATCH BASINS THAT HAVE POTENTIAL TO RECEIVE SEDIMENT LADEN RUN-OFF DURING CONSTRUCTION. 5. TEMPORARY STORMWATER BYPASS WILL BE REQUIRED FOR STORMWATER RUN-OFF CONVEYED THROUGH THE SITE BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN AND SHALL BE APPROVED BY BOEING. 6. CONTRACTOR SHALL DETERMINE APPROPRIATE SAMPLING POINTS FOR CONSTRUCTION STORMWATER PRIOR TO DISCHARGING IT TO THE EXISTING ONSITE CONVEYANCE SYSTEM OR VIA TEMPORARY OUTFALLS TO LAKE WASHINGTON BASED ON THE CONTRACTORS PHASING PLAN. SAMPUNG AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. 7. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AT AREAS OF THE SITE WHICH DO NOT HAVE EITHER TEMPORARY OR PERMANENT SURFACING BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN TO PREVENT VEHICULAR ACCESS. 8. CONTRACTOR SHALL CONTROL ANY DUST GENERATED BY EQUIPMENT, CONSTRUCTION, OR REMOVAL. 9. EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE PER THE MOST CURRENT COPY OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 10, CONSTRUCTION MAY OCCUR CONCURRENTLY WITH CONSTRUCTION ACTIVITIES PLANNED AS A PART OF APRON R - AREA 3, CONSTRUCTED UNDER SEPARATE PERMIT. SEE APRON R PLANS FOR CONTINUATION. 11. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFUNE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR TO INSPECTION. SEE GENERAL NOTES ON SHEET C501-18. 12. SEE SHEET C501-21) DETAIL 1 AND 2 FOR INLET PROTECTION. SEE DETAIL 3 FOR SLOT DRAIN PROTECTION, CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES. SEE NOTE 12. PROVIDE INLET PROTECTION AT SLOT DRAIN. SEE NOTE 12. PROVIDE WHEEL WASH CIO C11 C12 C13 C14 C15 C16 CI7 CIB C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 z CIVIL PERMIT DATE 11111121 7 09 21 su"TU[ TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 07 09 21 07 09 21 TRUE APRON R — CENTRAL RENTON SITE CIVIL MASTER S 11 RENTON, W KEY PLAN SCILE : NONE R-41770201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242UKI(j 07/09/21 W1-2B C20 COMP C 180242 RTN—YD—0501-28 n n V C LLl LEGEND PROJECT LIMITS CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE — SHORELINE STRIP N NEW CATCH BASIN INLET PROTECTION E EXISTING CATCH BASIN INLET PROTECTION GENERAL NOTES L HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROTECT AND RETAIN ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN, SEE SITE REMOVAL PLANS. 4. PROVIDE CATCH BASIN INLET PROTECTION TO ALL CATCH BASINS THAT HAVE POTENTIAL TO RECEIVE SEDIMENT LADEN RUN-OFF DURING CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE APPROPRIATE SAMPLING POINTS FOR CONSTRUCTION STORMWATER PRIOR TO DISCHARGING IT TO THE EXISTING ONSITE CONVEYANCE SYSTEM BASED ON THE CONTRACTORS PHASING PLAN. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. 6. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AT AREAS OF THE SITE WHICH DO NOT HAVE EITHER TEMPORARY OR PERMANENT SURFACING BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN TO PREVENT VEHICULAR ACCESS. 7. CONTRACTOR SHALL CONTROL ANY DUST GENERATED BY EQUIPMENT, CONSTRUCTION, OR REMOVAL. 8. EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE PER THE MOST CURRENT COPY OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 9. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFUNE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-18. 10. CONSTRUCTION OF BIORENTION CELLS SHALL BE PHASED SUCH THAT NO MORE THAN 3 INDIVIDUAL CELL LOCATIONS ARE DISTURBED AND A MAXIMUM OF 25 PARKING STALLS ARE IMPACTED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. It SEE SHEET C501-21) DETAIL 1 AND 2 FOR INLET PROTECTION. SEE DETAIL 3 FOR SLOT DRAIN PROTECTION. CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES. SEE NOTE 11. PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES. PROVIDE INLET PROTECTION WITH BERM OR WATTLE TO PREVENT STORM WATER FROM ENTERING BIORENTION CELLS UNTIL PLANTING IS COMPLETE AND ALL MULCH AND STREAMBED COBBLES HAVE BEEN PLACED CIO Q11 C12 C13 C14 C15 C16 CI7 CIB C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCILE : NONE R-4177021 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP AC 3330I9N Aaxrv2e Xutlt oevuceMurt exoixee CALL 48 HOURS w�300 20 ° 20 40 z[CIVIL PERMIT 'cHSVa=D6,26,2D2;a ° R al Way, WA WOOH2Kb BEFORE YOU DIG TEE: Q0s7+31-2250 1-800424-5555 FAX: lz0el+3E-zzso scale feet SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE DATE nIS ESIGN AN TY JDM 07/09/21 DRAWN DATE SUBTTJE CURRENT TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C180242 O R G 07/09/21 URIC APRON R - CENTRAL C780242 WSP SPT 07/09/21 �¢N ?. T THIS DESIGN AND/OR H K W 'RG SPECIFICATION IS APPROVED SPT 07/09/21 sHEEr BOE/NG® am nc APRON R — CENTRAL C501-2C C21 APPROVED BY DEPT. DAIS JDM 07 09 21 CHECKED APPROVED RENTON SITE JOB NO, C180242 COMP NO, APPROVED DWG NO, CIVIL MASTER II RENTON, WA RTN—YD—0501-2C ADAPTER SKIRT — CB DRAINAGE GRATE (RECTANGLE GRATE SHOWN) 4, ,0 CB INSERT, SEE NOTE 1 ---- RETRIEVAL STRAP SYSTEM, TYP GEOTEYTILE FABRIC OVERFLOW (TO BYPASS PEAT( FLOWS) BELOW INLET GRATE DEVICE DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS FILTERED WATER < L SECTION CB INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. 2. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. 3. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIMING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACE ABSORBENT WHEN NEAR SATURATION. 4. PROVIDE INLET PROTECTION ON ALL EXISTING AND PROPOSED CATCH BASINS THAT WILL RECEIVE RUNOFF FROM THE SITE. 5. REMOVE AND DISPOSE OF THE FILTERS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. (� INLET PROTECTION C501-2A SCALE: NTS �-2 C501-2B C501-2C WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC w al fetl: Wry, 12Kb BEFORE YOU DIG (2 1-DOO )431-2250 1-QBB-424-.>JrJ.> FAX:(m FAX: (i(6)431-E350 SYM RENSION SY APPROVED DATE CRIS APRON R - CENTRAL C180242 WSP SPT I 07/09/21 I OVERFLOW BYPASS BELOW INLET GRATE DEVICE REVISION F�O4 1 SOCK ENDS SHALL BE WIRED TIED (TYP) f SECURE WITH SAND BAGS SUCH THAT THE COMPOST SOCK MAINTAINS CONTACT WITH THE PAVED SURFACE FOR THE ENTIRE PERIMETER OF THE INLET BEING PROTECTED (TYP). MIN OF 4-FEET O.C. COMPOST SOCK PER WSDOT STD PLAN 1-30.40-01 WRAPPED IN HIGH VISIBILITY FENCE MATERIAL (HIGH DENSITY POLYEHELENE OR POLYPROPYLENE MATERIAL SHALL BE W RESISTANT AND ORANGE IN COLOR) ALTERNATE INLET PROTECTION NOTES: 1. ALTERNATE INLET PROTECTION SHALL ONLY BE USED WHERE STANDING WATER ELEVATION WITHIN THE CONVEYANCE SYSTEM IS WITHIN 2-FEET OF THE CATCH BASIN RIM ELEVATION. 2. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF INLET AFTER EACH STORM EVENT AND AT REGULAR INTERVALS. 3. REMOVE AND DISPOSE OF COMPOST SOCK AND SAND BAGS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. � ALTERNATE INLET PROTECTION C501-2A SCALE: NITS C501-2B C501-2C BY I APPROVED I DAIS �BOE//VG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC SECURE WITH SAND BAGS SUCH THAT THE COMPOST SOCK MAINTAINS CONTACT WITH THE PAVED SURFACE FOR THE ENTIRE LENGTH OF THE SLOT DRAIN BEING PROTECTED (TYP.) MINIMUM OF 10'-0- O.0 COMPOST �4 p � e p ab - n n D D n D D N SLOTTED DRAIN PER C501-2C NOTE: 1. IN LOCATIONS WHERE SLOT DRAINS ARE LOCATED WITHIN DRIVE AISLES AN ERTEC SLOT GUARD SHALL BE USED. THE SLOT GUARD SHALL BE INSTALLED AND MAINTAINED PER THE MANUFACTURER'S RECOMMENDATIONS. fi n [CIVIL PERMIT E IORARY EROSION AND SEDIMENT CONTROL DETAI APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-41770221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242UNI6 07/09/21 :501-2D C22 DMP C180242 RTN-YD-0501-2D FINISH GRADE SEE SHEETS C501-5A AND C501-58 DEPTH AS RECOMMENDED REMOVE AND DISPOSE OF CONCRETE PAVING AND GRADING DETAILS BY GEOTECHNICAL ENGINEER STRUCTURAL SLAB VAULT LID IN ITS PROPOSED CONCRETE (3-FOOT MIN) ENTIRETY (TYPICAL) PAVEMENT SECTION EXISTING GRADE/TOP OF VAULT C501-2E o v REMOVE AND DISPOSE OF CONCRETE STRUCTURAL WALLS TO A MINIMUM DEPTH OF 3-FEET BELOW FINISH GRADE ELEVATION OR AS REQUIRED BY GEOTECHNICAL ENGINEER (TYPICAL) BACKFILL VAULT WITH GRAVEL BACKFILL CUSS B PER WSDOT STD SPEC 9-03.12(1)B. BACKFILL SHALL BE COMPACTED TO AT LUST 95% MAX DENSITY PER ASTM D1557 (�L WET VAULT REMOVAL SECTION A C50011-2E SCALE: NITS 24" DIA MANHOLE 14" INLET FRAME AND COVER (TYPICAL) F INTERIOR WALL (TYPICAL) --------------— — — — — — — — — — — — — — ------ ----------------- ---------------- O — — — — — — — — — — — — — — r-- ----------------- I I I I O I I I I I I I I I I I I I I I I I I I I ---- AND C50011-2E FLooR Box AND OPERATOR 1a" ouTLET WATERTIGHT FRAME AND COVER - TOP SLAB AND EXTERIOR WALL CONTROL JOINT WSP "( 3330I9 AxmeX It CALL 48 HOURS 1 I 300AC w aI fe Wry, 12Kb BEFORE YOU DIG L: (2 1-DOO )431-2250 1-800-424-5555 FAX:(m FAX: (i(6) 431-E350 SYM RENSION SY APPROVED DATE CRIS APRON R - CENTRAL C180242 WEE SPT I 07/09/21 REVISION O - TOP SLAB AND EXTERIOR WALL CONTROL JOINT C BREAK UP STRUCTURAL CONCRETE VAULT FLOOR AS REQUIRED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS (TYPICAL) BY I APPROVED I DATE 10" DIA DI OUTLET ASSEMBLY TO BE REMOVED 4 � C501-2E PLUG VALVE TO BE REMOVED — ISOLATION JOINT CONCRETE PAVEMENT #5 X 2'-6" 0 18" OC B8 09" OC #5 0 12"OC EW EF 0 c #8 0 12" OC TOP AND BOTTOM #8 09- OC J'6 0 12" ON TAR — #5 0 12" OC TOP AND BOTTOM FG EG LEGEND REMOVE AND DISPOSE OF EXISTING STRUCTURE GENERAL NOTES 12" oC 1. VAULT DEMOLITION, REMOVAL, AND DISPOSAL SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-02 AND AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. SEE 2" OC GEOTECHNICAL REPORT DATED 09/07/2018. HOOKS 2. DE -WATERING SHALL BE PERFORMED IN ACCORDANCE WITH T&B CONSTRUCTION DEWATERING GENERAL NOTES ON SHEET C501-11E. n STRUCTURE REMOVAL DETAIL C501-2E SCALE: NTS WET VAULT REMOVAL SEQUENCE OIL SKIMMER TO BE REMOVED COALESCING PLATE PACK To BE REMOVED AND DI' 2" WASTE OIL LINE LEX COUPLING X TO- REDUCER (PE X PE) 1 }" BEND 14" DIA DI OUTLET PLAN 1011mo'l0oa:L\I1]11 well] IF, go] n1►1■:lI•[a%1m11ar_lII i L -BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC 1. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 2. ARRANGE FOR INSPECTION WITH BOEING EHS AND TAKE VAULT OFFUNE. CONTRACTOR SHALL COORDINATE ALL STORMWATER INSPECTION AND SHUTDOWN ACTIVITIES WRH BOEING EHS. 3. DE -WATER. 4. CLEAN AND REMOVE OIL SEPARATION COMPONENTS INCLUDING COALESCING PLATES, OIL SKIMMER, SUPPORT BRACKETS, AND OUTLET PIPE. OIL SEPARATION COMPONENTS SHALL BE STORED UNDER COVER UNTIL THEY ARE REMOVED FROM THE SITE AND DISPOSED. 5. DEMOLISH AND REMOVE VAULT STRUCTURE LID. DEMOLISH AND REMOVE STRUCTURE INTERIOR AND EXTERIOR WALLS TO A MINIMUM DEPTH OF 3-FEET BELOW FINISH GRADE ELEVATION OR AS REQUIRED BY GEOTECHNICAL ENGINEER. 6. BACKHLL TO BOTTOM OF SUBGRADE. REMOVE 24" DUCTILE IRON FRAME AND LOCKING COVER (TYPICAL) REMOVE 10" DI OUTLET PIPING, OIL SKIMMER COMPONENTS, AND SUPPORT BRACKETS V REMOVE SLIDE GATES TYPICAL EACH SIDE INED WASTE OIL RESERVOIR SCALE: NITS [CIVIL PERMIT E WET VAULT REMOVAL DETAILS APRON R — CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-41770231 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242U Klb 07/09/91 ;501-2E DMP C23 C180242 RTN—YD—0501-2E n n q C W ----------------------------------- - ------ _ GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL 1 / B' DEc g 1/ --/ I DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). /.. \ E �aQF' VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, 1 OUTFALL 004 / ��- ` /' / F` / I COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR DR UNDERGROUND MATERNAL OR SURFACES. ALL 1 / Gw Zy6 I GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE CONSTRUCTION.RIALS PRIOR TO INSTALLATION OR OMPLEDONOF 3. SEE SHEET ATHROUGH -iD FOR LEGEND, ABBREVIATIONS, ANDGENERALNOTES I S�• / 1 / ' ' Lw yy5 1 4. SEE PAVING AND GRADING DETAIL PUN SHEETS C501-5A LAKE WASL 15.18 N \ ' j' j // / / / THROUGH CG INFO FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. SUMMER EL 15.18 srm 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH WINTER ., EL 13.18 / / / / e / < / I C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS. 1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID FOR FIRE WATER AND DOMESTIC WATER SYSTEM IMPROVEMENT AO INTERIOR / DEALS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT 1104-18 FEATURES, AND SIGN IMPROVEMENT DETAIL. 30" PVC DRAIN W/SOLID LOCKING LID \\ ,, 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL 12'COTTON5INFORMATION. 2 AS N: E: 130031845 30031834/ 1102-18 30" PVC DRAIN CIA W/SOLID LOCKING LID 1099-18 \ \ 30' PVC DRAIN ' W/SOUD LOCKING LID 12" HDPE 1105-18 24" PVC DRAIN W/HERRINGBONE GRATE- / 12" HDPE 1 \ I I 12" HOPE / ? •0 c3i /// / 10— 60" \ l\\ v, \ / _ I gale SADDLE MH TYPE 3 60" • l�� / �p 12" HDPE 1103-18 24" PVC DRAIN 1 / sls \ \ 1101-18 W/HERRINGBONE GRATE30" EVE DRAIN cWPN \ W/S UD LOCKING LID 12" HDPE ' ;w/ cW 1100-18 LL 10" FIRE MAIN / co FW \ GATE VALVE f 1 / Q 30" PVC DRAIN SPRINKLER W Ru aLoxro fW \� cwc /SOLD LID / I EX \ \�j1I � ^ EXISTT S in- 72" 3 / \ I 1 11 ' G' _1095C-18 (APRON R) \ 200' SHORELINE SETBACK / K' pvI ON \ \ \ I 24" PVC DRAIN w/HERRINceaNE GRATE KEY PLAN SCALE :NONE A B C D E F G H J K L t \ CIO (/ Cl2 1095-18 (APRON R) Ri nD 30" PVC DRAIN NPRON RELOCATED BUS SHELTER \ C14 ° W/SOLID LOCKING LID / / / SlOi ORNN 4s \ \ /' C14 - 7 C15 Cw• 1097 72" / � / s C17 I7 SADDLE MH TYPE 3 - 72' CIB BUILDING 4-81 C19 1 / 1085A-18 02 / ' _---- --- / ; 1 C20 30" PVC DRAIN / 1094-18 /------ ! 1 W/SOLID LOCKING LID SDMH TYPE 3 - 54` - /' �� \ 55 I C21 1096-� j <� o� // \\\`n -� YW/ NN _ — — RIM: 18.35 / C23 YI y / NT-z IS (S) = 15.30 (12` HDPE) flllkl]20 SUMP TYPE 3 - 48" ^ / / _�� P Tn_laeT —� C24 �'30" HDPE I C25 1 12" HDPE / / SO PW/ / ` I C26 18" HDPE /r ! 3 C27 1095A-18 i N C28 24" PVC DRAIN 1084-18 / / \ HARDSTAND R5 AD R C29 1�W/HERRINGBONE GRATE / /� c a SDMH% 3 - 60" / y, o ' C° 1 C30 36" HDPE 30" HDPE \\ \ II 3 / s sn, • •• /� \ r LL _ \ I R-4177024 L - - -\\\\ �� !� - - - -- - - •N �� ��� - - \�\ VENT PIPE— - - - - - - - - - - J IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP usAmc MATCH LINE - FOR CONTINUATION SEE SHEET C12E 3330I9N AYYMIe 5Wtl1 EVELOPMFM ENOmFFAmO CALL 48 HOURS 5uM3 Ickmal 20 0 20 40 0[CIVIL PERMIT 1°haven 08/25/2021 O fWry, WA900012Kb BEFORE YOU DIG TEL:(z06)431-DOO 1-800424-5555 FAX: Q05) 431-2250 scale feet SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE C APRON R - CENTRAL C180242 WSP SPT 07/09/21 , T ACC EPTABWTY JDM 07 09 21 DRAWN DATE SUBnT`E Cu PARTIAL SITE UTILITIES PLAN NT REVISION SYMBOL C180242 DATE 07/09i 71 EN P. THIS DESIGN AND/IR H K w"""w"'PG SPECIFICATION IS APPROVED SPT 07 09 21 TRUESr E_T UPDATED U/G UTILITY MAPPING - OHA, INC. SDP DAH 05/01/98BOE/TUG® y P°m APPROVED BY DEPT. DAIS JDM 07 09 21 APRON R - CENTRAL C 11 E C24 A VALVE NO. UPDATE - HGI PROI 98-1302 HGI/DED NGC 081OV98 t CHECKED O �' CCA1P �+ - UPDATE APRON SEAMS - DNA, INC. MJM DAH 08/07/98 "Fm"aNA`£`OBDd by APPROVED RENTON SITE JOB N0. C180242 B SEPA-DNR-PROP. - RUPERT #140688 DIED REI 09/17/07 \`� APPROVED CIVIL MASTER `,II RENTON, WA D No. RTN-YD-11E n n v C LL 3MI9 Ac MATCH LINE - FOR CONTINUATION SEE SHEET C13E ) 3330I9NA e tl CALL 48 HOURS wNe 300 20 0 20 40 n / R al Way, WA 980012600 / V BEFORE YOU DIG TEL: (205) 431-DOO 1-800424-5555 FAX: 0143E-2250 scale feet GE I , I 2. I 3. I 1 4. 5. I 1 6. 7. I I 1 CI( 1 c1 01; CI: C1� I GI` 1 CI( CI1 AIN CIE :CTION VALVE 316 C14 1 C2( I D2 / I C{II C2L 5 CD / I C2° I C2E C21 C2E C2S 1 CY II — J [CIVIL PERMIT NERAL NOTES HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID FOR FIRE WATER AND DOMESTIC WATER SYSTEM IMPROVEMENT DETAILS. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION KEY PLAN SME : NONE R-4177025� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® N P 4E� a T eE �.. 'RG y a°m t �"7�aNq` D�� ry„ � ACCEPTABILITY THIS DESIGN AND OR / SPECIFICATION IS APPROVED Boni"' oi`o9 2t '°""" PARTIAL SITE UTILITIES PLAN " „� �',W C180242 J O7 O9 21 / / J APRON R - CENTRAL C780242 WSP SPT 07/09/21 F ADDENDA DOCUMENT SET W1608724 TGS ARAM 04/21/13 H N SPT 07 09 21 SrET C 1 2 E C25 - UPDATED U/G UTILITY MAPPING - DHA, INC. JGC DAH 04/11/14 G VPAC REMOVAL DOCUMENT SET ADDENDA II Wifi08724 TGS ABAM O6/20/13BOE/TUG JDM 07 09 21 TI APRON R - CENTRAL RENTON SITE CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE C BRACED FRAME 556768-01 MKA DNB 11/17/08 H VPAC V2 REMOVAL RFI-0013 W1608724 TGS ARAM 07/15/13 cNECNED DB NO, C180242 COMP NO, D 4-81 WEST TWR - ISSUE FOR CONSTR- RUPERT #12385488 LED REI 04/13/12 1 CAB:IFC SET W1992439 TGS ARAM 04/11/14 APPaavED E VPAL REMOVAL PACKAGE W1608724 TGS ABAM 04/01/13 APPROvtu Dw NO. RTN-YD-12E r n v C W °B B / �Mw�13 1AZ5`5 a^NR 1 GENERAL NOTES 6 C� — F CON R oG` / I 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, 'B e °B ✓� A .g N I BUILDING 4-81 NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL I 11 B4 ^Jz �R,1w ® n I DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). g 490D-M: 1814 11 \ S, P \ VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN °B O °B RI.87 B111 V w \ I VERTICAL DATUM 1988 (NAVD89) = NGVD29 + 3.60 FEET. IE (N) = 13.72 (12^ EX HERE) °B B IF (S) = 13.72 (12" EX CONIC) r ti 0 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, IS (W) = 16.50 (8" EX DI) 1\ ® N COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY = 13.28 (12" HDPE) 1 bao \ \ I EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL IE (NE) °B B 1 °n \ \ S. f I GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL ^4 O N: \ BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE °B B 11 \ \ v \ OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR \ 1 \ COMPLETION OF CONSTRUCTION. °B B 1 0 \ \ o- I 3 SEE SHEET ATHROUGH ABBREVIATIONS, ANDGENERALNOTESiD FOR LEGEND, °B B \ m I 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A \ I THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL 'B B ` \ co AND GRADING INFORMATION. 30 g MAINTENANCE °' 11� FW \� S. \ \ 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH °B O C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS. ri I BUILDING \ \ \ I 6. SEE \ Y DETAIL PLAN SHEETS MA THROUGH M501-ID FIRE (� FOR FIRE WATER SYSTEM IMPROVEMENTENT DEALS. N J 11 $0 3i\ CLEAN —OUT I 7. SEE CHANNELIZATION PLANS FOR PAVEMENT IMPROVEMENT S. ITjJV=16.2 MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. BUILDING 4-20 11 Ec 119 uw B003-0 a I B. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2" \tYEC 9B MW 4 \ I j aEC 9A \ g`'A`N FIRE ` \ ' � uw Ba°a-02 S. 5 420 1 °sy 0 m F1 j�WRFlRE n � N uw � \ \ \ f t � � I30 Ok o \ \ I W Dl W so Do c m I 3 E 9 V- B CO WV O Tryl SPA ° B 4A-06 O B° SS LIFTS \ 4 POWER VAULT TOP 19. 9 E 0 °'° ABOVE GROUND INV 5 13.8 \\ S O I A rn .9 INV 5 17.34 3 \ o INV 5 17,99 u 9 INV Wy16. \ Z U \ a m \ N \ S. O SEC 9� \ SV 160 PU P 8® F1RE Mj 0 i'P I s. I I 0 T oq�"f \\ \ \ I KEY PLAN ® \ ff SCALE : NONE �Y A B C D E F G H J K L �.. Sv n °° o CO \ m \ I CIO / C12 C13 6791%E C15 SV 15 / 6 \ I C16 w• \ C1 CIO 4 I C19 an 4 \ `( C20 I \ c21 VAC M Tan ® \j'OHO I C22 BL E ""- C23 YI 474A-18 \ER WPI 476A-1eftE cza I IE o (E)= 16.74 (8" DI) m sPRR �E = , I(S)'16.97 (8" DI)I C26 DOOR 1 IF (N) = 16.74 (12^ C0") / IE (W) = 16.96 (8" DI) C27 \ SEC E IS (S) = 16.74 (12° CORD) Q YAW 115 o f / I _ C28 DOOR C29 I �FW1ftE "SV 14 C501 jD m I C30 R-4177026 J _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS MATCH LINE - FOR CONTINUATION SEE SHEET C14E DEVELOP„EME„OI„EEAINO 1 ) 3M 0NA e tl O CALL 48 HOURS w aI 2D ° 2D 4D ,� CIVIL PERMIT Ichavez 08/25/2021 fetleral Way, WA9B00126b BEFORE YOU DIG TEL:(205)431-2300 1-800424-5555 FAN: N061431-2250 scale feet SYM PENSION BY APPROVED DAZE SYM REVISION BY APPROVED DATE SYMBOL DATE ACCEPTABILITY JDM 07/09/21 ATE °„""` ED PARTIAL SITE UTILITIES PLAN C18m42 L 07/09/21 L APRON R - CENTRAL C180242 WSP SPT 07/09/21 H VPAL REMOVAL DOCUMENT SET ADDENDA II W1608724 TGS ARAM 06/20/13 BEN ? T THIS DESIGN AND/OR N R w'"w'RG SPECIFICATION IS APPROVED SPT 07/09/21 SrET - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 I VIRAL : V2 REMOVAL RFI-0013 W1608724 TGS ARAM 07/15/13 BOE/NG® y °°m APPRovED BY DEFT. DATE JDM 07/09/21 TI APRON R —CENTRAL C 13E C26 E 4-81 WEST PWR - ISSUE FOR CORI RUPERT #12385488 DIED REI 04/13/12 J CAB:IFC SET W1992439 TGS ARAM 04/11/14 t CHECKED OMP N°. F VIRAL REMOVAL PACKAGE W1608724 TGS ARAM 04/01/13 K CONCRETE AND ASPHALT REPAIR W4282795 ARAM 12/01 /17 O��amJOB NO n�EPO�e tiS APPROVED RENTON SITE C180242 G ADDENDA DOCUMENT SET W1608724 TGS ARAM 04/21/13 �Ati° APPROVED CIVIL MASTER 11 RENTON, WA DWc NO. RTN—YD-13E n n V C LL _ P GENERAL NOTES \ \ 9 $ P U TR ^/3 ' ?`� �' ♦ \ 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, T nk O I d '£�♦ NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL 7- g DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). 474A-18 ♦♦ VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN 9 \ \ rn, ♦ RIM ??? VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. : I .ice R \ sv 3; IE (E) = 16.74 (8" DI) I ; / POWER ���� 1�.8� ♦ 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, HE (N) = 16.74 (12" GOING) W VAULT E E �gNpO COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY IE (S) = 16.74 (12" CONC)� 'V N I3 GALVANIZED EXTERIOR OR OR UNDERGROUND APPLIED MATERIALS ORSURFACES. ALL COATNGS SHALL BUILDING 4-20 476-18 ♦g BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE o sec T I RIM .?? OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR JIF HE (E) = 17.05 (8" DI) o S COMPLETION OF CONSTRUCTION. o o I 1 HE (N) = 17.05 (8" DI) Pa \ F' \ IF (S) = 17.44 (6" EX CO 3, SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, � ABBREVIATIONS, AND GENERAL NOTES. BOD 4'2 ^ /T 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS CNTAL C SN\ r. / 1 \ / �� ��, ® ® // THROUGH CGINFO FOR PAVING DETAILS, HORIZONTAL CONTROL MM w C501-6D / / AND GRADING INFORMATION. �2o Od��M. o \ a , �� � ® ® / //i/ 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH j$i �, / 1' CONDUR C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS. a�' BOD 5'i R 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-11) \ W F\RE Mj M / , // ♦N, �3B FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. DOOR 5 4LL D NMR/ // 7. SEE CHANNELIZATION PLANS FOR PAVEMENTIMPROVEMENT0 , MjKeNA Mj/ I �// SAN ROD ` MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. cs 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. o0 `TMH ODOR 16P TOP 19.6 ISCHARGE 5PN W a SNA 4/1 PENTHOUSE f € �-�E PM � O STEEL ID VIA 1" PVC _ w / OOORj6EM% II'n D fi °/ �. BUILDING 4-17 w I DOOR 16F� m � \ 5 .4 z 4. \ W Z BUILDING 4-04 DooR \ \ \\\\ J 9 U O Q \ '` oA-\\�\ 32.fi / KEY PLAN fG \\\ ^F� 4 / SCA E : NONE A B C D E F G H J K L e 6C� SPN // CIO 555 C11 JIF JAI (DOOR 18 gpCl\\ � \ Cl2 E � STUN V o NO \ CW C13 C74 Sw DOOR I9� Oo \LL \\\\J0Q /O� C15 \ C16 M' 4 It SP 10 A �cA \ /� / 'VA CI7III tA \OTC\ CIB C19 Vh`TMH —- 52.1 C20 SNA 6 m %� j RIM 20.3� SQ F(} C21 4 g0 4A C22 � UTILITY MH \ C23 SN \\ C24 C25 C26 \ \ C27 C28 �\ \ C29 C30 e R-4177027 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — d0o=t 2` \\i\ fi — — — J IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP VSk AC 33301 9N AvemeS tN [veLOnuexr [xGw[enix4 CALL 48 HOURS w�300 20 ° 20 40 C I V I L P E R M I T �Gha�a2 oa,e6,eoe, F!fte3 Wry, WA BEFORE YOU DIG TEL:(206)431-DOO 1-800424-5555 FAX: (2a6143E-2250 scale feet SYM RENSION BY APPROVED RATE SYM REVISION BY APPROVED DATE ACCEPTABILITY JDM 07 09 21 DRAWN DATE SLETTLE CURRENT REVISIDN SYMBOL DATE N P. THIS DESIGN AND OR PARTIAL SITE UTILITIES PLAN cl�m4 07/09/21 e r J APRON R - CENTRAL C780242 WSP SPT 07 09 21 G PARTS MOVEMENT ROAD - RECORD W7855883 ARAM 04 03 15 4 / / / / ,SF+eEs w"'RG SPECIFICATION IS APPROVED SET 07 09 21 sr EET INCORPORATE REV TO DRAWING WS D88 02/08/18 H 737 MAX DUCT BANK -RECORD W7759198 ARAM 04/15/15BOE/TUG® y°m APPROVED BY DEPT. DAIS JDM 07 09 21 rRmTrEEFF— FELL APRON R - CENTRAL C 14E C27 C SITE ADA UPGRADES #7301156.00 DLR GROUP ITS 08/30/01 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 t CHECKED 3ppzlRENTON SITE JOB NO DMP ND. D REMOVE 4-404 TRLR &UPGRADE PAINT LINES J.ANDRE 04/08/10 I CONCRETE AND ASPHALT REPAIR W4282795 ARAM 12/01 /17 O��amn�EPOe tiR APPROVED C180242 E REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ARAM 09/20/13 IRA, APPROVED CIVIL MASTER `, 11 RENTON, WA DWG NO. RTN-YD-14E - � -� - � -- - ----- - -- - - -- -- - - -7xev� G NERAL NOTES CMCCER \ \ EROOM (EMCS) SIN 4784-1g C OSS NGE RY TO UT OOR ' W A� 1. HORIZONTAL DATUM: WAMERICAOD STATE COORDINATE SYSTEM, I NORTH ZONE, NORTH DETIC A DATUM ATUM 19 VERTICAL ` .m SO R POWERE � \�. I\ \ RIM:) '_" �� p � ,T DATUM: NATIONAL GEODETIC VERTICAL DATUM E N (NGVD29). \ • \ \ IF (S) = 17.15 (8" SLOT DRAIN)- DOU LE SIGN WAT R VLT Ut AIR T \ / ' VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN x \ p LID 18.72 OP 18.9 p LID - 19.97 / VERTICAL DATUM 1988 NAVD88 =NGVD29 + 3.60 FEET. g, IE (W) = 17.15 (B" DI) x 3.T 3.T INNE DIMENSION 4.5' ON \\ ( ) \\ \ \ ATER/STEA VLT 2.T D LID - #1 801 2. LID - 14fi78 \\ \ CEO 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, 1' CONDU EI 21 LF 8" SLOT DRAIN `� D = 19.25 C OR WATER EVEL = 1 32 \ ATER EVEL = 19. 7 f0 COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY ✓ir IE=17.15 12792 SUMP 12.82 c SUMP = 14.47 \ oo / / O I EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL SLOPE=0.00% 1 " WFR PIPE .E. 16.2 WATER LT \ GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL 1 W 8" STM PIPE I.. = 17.25 ID = 1 .91 1 \\ P 0. {` ? .2p BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE wi \ FW WA R LEVEL = 15.75 4`ID� .5' NER DI ENSIGN \ / O o OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR SU = 15.25 0 " % 2, _ �1 677 a \� \\ o / �/ P� COMPLETION OF CONSTRUCTION. 1 ON TO � A ER LEV L = i6 I � \ Zo / 3. SEE SHEET C501-1A THROUGH C501-iD FOR LEGEND, C �� D = \ ENTRY TO/ UTIOD P / ABBREVIATIONS, AND GENERAL NOTES. 501-6D \ \ uD lsse I\ \ .z° I r 4.5' 01 ENSIGN \ O 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS �° a ♦ P � `\'yWA \\\\/ \ \ \ \ � Nd5H\ 6" PIP 2.L8E' . L_I $1 676 ATOIRP A01M1L0T \1 ➢ \\ 10^Sy1EF\R \ / O C NCFOR PAVING DETAILS, HORIZONTAL CONTROL O AND GRADING INFORMATION. LT ♦ ♦ 19.40�\9 _ NKNO ZN00A1 SUMP - 15 IRE VA LT F °F �PPi F B 6+ T j 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH ' C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS. D g"J, 0 F♦ - \ \ M MH 1. 5' D LID - �1 675 ry 2773 \ \ 1 5 \\\ WATER VLT 1 \ O 6. SEE UTILITY DETAIL PLAN SHEETS III THROUGH M501-ID WUTP EVE 718.05 -�\5 \ \ \ rn LID = 19.92 MO I O.r / FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 2.0' X 2.0' SOLID LID �14679 / p \� °® WATER V1:S �qgB 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT T (4) FEATURES, AND SIGN IMPROVEMENT DETAIL. �,\�QAND0 D BANK PER ELECTRICAL DRAWINGS: \ 10 F`N tl b / �p _ 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL \ p al\600-dwgs al\Elec\73800v\UNDERGROUND\E500R. "�� � � _ INFORMATION. o_ . • �, � � a W � \ F� F`N � P tl � � � B' TALL�TRAILER \ � I IPy9 SN'\ 0 v mOi WADTER/iS�BOD 4' ��qtF �i // \ S�%E bBq�o'o,� O c /M #12791 \\\ TOP OF L 5 p- 5P� \ ry p ° m ON 0' • iP d♦ BOLTS STUCK ydpT P�� / �O IN ION F C,N� 50. ♦♦ UNABLE I OPEN\\\ m,rt0 Pipe . T �� •FM 0`1 P j2 O O WER PO 4C-02 ePs PB \ Np3.♦ N,j % �� �� P �%� RIM = 20. / O� o ��\ 0" EEL \ SS LIFT STA. , TOP OF C .38 \ -03 ♦ ♦ tl �� ���% 76" X 7.0' SS LIFT TA. RIM 21.86 a . E '. _ �-� 50.0 WET WEL NIM I* 9.8A '& S 6" DIA LID Peep RIM 19.1 SSMH \ O �♦ PAVED PARKING �iOF'r� / \\ T P = 10.6 11.15 RIM 19.71 50.6 £ sS' ; \ LA DER ON (S WALL S I 48" DIA tTA1ktRE - TYPE 2 C� 24" DIA LID 13329 O / _ / / "a 3 I W E 17,%IS.w 12" DIP (SW) LE. = 12.21 50.1If ®"°• 6" DIP (NW) I.E. 12.21 ` % g �N = WATER LEVEL = 10.71 O % MH 1 7p" \ O R •A NDON LADDER ON (N) WALL CB 49 >d Ln P O APS 1� I I = 9.53 ) PSPL � / / O (VER z DIA STRUCTUg5 - TYPE 2 * CD RIM 21.0 QI % 2.0' LID - #19800 m o }� If BRICK CONSTRUCTION °'• b \ /� } J // _ / HI �} .� 1 P (NW) LE. = 14.98 \ LiJ MH-G b / Cho O 1 W BETE /r Z 2� U56 5 2 zSSW) I. = 1043 M 21TER RIm / CEO f 'A O BUILDING 4-17 o Ley T 91 ZI 5a.6 3 ni S n_. �\ 11 TY �E r3gJ If O ,E'er DO //v \� '' f / �¢q'�' y. KEY PLAN "o ` • / \ 1 \ m° 1 / 0• / L I CIL `t' I SE : NONE PAVED PARKING1` / ,� M�ppJ9?gpF - 2 & 2 6 A B C D E F G H J K L S�f" Rki Es c I CIO \ p 71. 0 \ / '''/// C13 �DY SEWEER HoLE r `S / y, C / O\ / / y\ OS oNc a, I C15 i \\ / / Gd / / Clfi M' i 4 S R CIB VA 7\ O o xwG \ \1 WlC19 / // \ / / �R VALVE I C20 c I sgME f RIM MINIM M� \ / / 631 R02-5 / �, ONES I C21 RIM 27.98 .Z`� C22 INV N/S 9 r T �� C23 QPOe I cgs I • \ / / Av / w /I C26 C27 A. h1 / y C28 \ / 1• P \ \q / / �/(313/4"CO-T C29 P PRD y<' I C30 R-4177028 B 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w6P MATCH LINE - FOR CONTINUATION SEE SHEET C15F 3330I9N AYYMI¢SWtl, Oc'avezEMENGINEEAIN4 CALL 48 HOURS w�300 20 ° 20 40 ,� CIVIL PERMIT I°haws= o6,e6,202, feM3 Wry, WA966612EM BEFORE YOU DIG TEE:(205)431-DOO 1-800424-5555 RAX: cK61431-2250 scale feet SYM RENSION BY APPROVED RATE SYM REVISION BY APPROVED DAIS ACCEPTABILITY DRAWN JDM 07 09 21 SVE11T E CURRENT REVISION SYMBOL DATE U APRON R - CENTRAL C180242 WSP SET 07/09/21 S 737 MAX DUCT BANK - RECORD W1759198 ARAM 10/31/15 THIS DESIGN AND/OR H rc PARTIAL SITE UTILITIES PLAN C180242 �� 07 /09 /'ri (to SPECIFICATION IS APPROVED SET 07 09 21 SHEET P 737 MAX DUCT BANK - RECORD W1759198 ABAM 07/31/14 - RENTON AS-BUILTS W5365113-34353 KPFF KEEP 01/15/18 ®APPOOED BY DEPT. DATE dDM 07 09 21 0�APRON R - CENTRALC14F C28 - AS -BUILT - INCORPORATE REVISION P WS 01/28/15 - INCORPORATE REV I TO DRAWING WS DES 02/08/18 CHECKEDRENTON SITE0 PARTS MOVEMENT ROAD -RECORD W7855883 ABAM 04/03/15 T CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 APPR9vE0 doa No. =`:em rR 737 MAX DUCT BANK - RECORD W1759198 ABAM 04/15/15 APPROVED CIVIL MASTER `, 11 RENTON, WA DWG NO. RTN-YD-14F n n q c v 0 W H I 1• 1 11 1• I• I •I 1 1 : I 1: • 1 1• 1 ' 1• 1• 1 mm\^m mm III �lffi '�g • • •TYPE I 1 1• 1 � .1 /TOP 22.26 Iris �/�/� 1 1• I 1 •1 1 . 1 Q �y�y`�_1R► 11 .. WM 00 Altillok �.....� � Kira>�1�� �� � . tl : ©• , . �, � ,.., . ,� sRok i°�Rb"��/ DUIT C 1 00 \ r ♦ 1• 11 .1 IA \�'\, !1 :"1.1'1���\`• •1 ,'' •1© MI_/ MI ••1 I I' I•` • I11 I • ✓� ��,1f 1• i • II\�.��11��11111•• �IIIIII�, 111i1■111111I 'LY. I NMI N!■ FAN rl�� 1 �� ;: illi• • . 1• .. �jiiin�ulii�T �. ■i1ommom mod■ Mm • 1 �. ; �\ •11•I'l/r1\ '. 1 1 111,I�r�iij 14 ' C U •11 • .fi�r,.11..J11 rill 11�80�11111 BE i SUMILE PARTIAL SITE UTILITIES PLAN it 1 � 1• �• •J1 1 - :II -- ® © APRONCENTRAL C180242 I 1' © UPGRADE• 1 PLANS 1 19. •: DESIGN AND/OR 111111�!�111111�!' "' 1 ACCEPTABILITYTHIS APPROVED =u``• `� 1 1• © 1 RECONFIGURATION 1 1•: 1 1 1 1• 1 AND BADGE 11.1 W1855850111111�!�I�Y�1111111111■1•i� L� N'•���'I`i- 1 1•APRON R - CENTRAL 101DRAWING OF RECORD J#031098 1 1 1. I• © ,PATHSPARKING RECORD ;W265152311111�1�1111111111■' 'RENT-1111■111■ 1111111■ ' •1:: � 1 1 11111�- 1111111■111111111■1111111■ .-111■111■�1111111■ •N SITE •1 " 111✓11 ''. 1 I.1 •1:: 11111� 1 1 11' ' 1- 1_1-1_-1-1-1_CIVIL MASTER RENTON,- 1 n n v C LL GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6V FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HOPE AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 9, NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES ARE NOT REQUIRED. 11 FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE SM60 AND SM60BH OR APPROVED EQUAL. lt. SEE SHEET C501-6T FOR EXISTING PAVEMENT GRADE DETAILS AT BIORETENTION CELLS. BIORIE ENTION CELL PER DETAIL 1 ON SHEET C501-6H BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6H BIORIE ENTION CELL PER DETAIL 1 ON SHEET C501-6J CONSTRUCTION NOTES PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH BEEHIVE CRATE CIO D11 C12 C13 C14 C15 C16 C17 C1a C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 PROVIDE 4' WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL KEY PLAN SCALE : NONE R-4177030 "( WSP 300 AC MATCH LINE — FOR CONTINUATION SEE SHEET C18F INCOMPLIANCE WITH CITY OF RENTON STANDARDS 1 3330I 9N AYmeS UN DEVELOPMENT ENOINEENNO CALL 48 HOURS w ai 2D ° 2D 4D �, CIVIL PERMIT lchavez 08/25/2021 fetleral Way, WA 9B0012Kb BEFORE YOU DIG TEI:(20E)431-2300 1-800424-5555 FAX: (206T 43E-2250 scale feet SYM RENSION BY APPROVED DATE SVM REVISION BY APPROVED DATE ACCEPTABILITY JDM 07 09 21 DRAWN DATE SUBnRE PARTIAL SITE UTILITIES PLAN CURRENT REVIsoN syMeol T, DATE / N P. THIS DESIGN AND/OR N K C180242 M 07 09/91 M APRON R - CENTRAL C780242 WSP SPT 07/09/21 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 4E� T / eE �" w,o'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET E LOT RECONFIGURATION JJ031098 REI DIED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14BOE/NG ® y a°m APPROVED BY DEPT. DATE JDM 07 09 21 nTLE APRON R - CENTRAL C 1 7 F C30 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K RED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 t CHECKED RENTON SITE JOB NO DMP ND. F D-35 ENTRANCE J#140882 REI DED 12/12/07 "Fm"aN� �`O�Dd ry,� APPROVED C180242 G DRAWING of RECORD Jg140882 REI DED 12/12/07 <�° APPROVED CIVIL MASTER 11 RENTON, WA DN NO. RTN—YD-17F r n v C W WSP AC "( 3330I 9N Aa meS UN CALL 48 HOURS 1 I 300 wai fe 900012Kb BEFORE YOU DIG L: (2Wry, 1- -806-424-5555 FAX: QM6)431-2250 FAX: (i(6)431-E350 SYM REVISION BY N APRON R - CENTRAL C180242 WSP G DRAWING OF RECORD JJ140882 REI H INSTALL 3 BENCHES 10571988 PJG J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS K FIRE MAIN REPLACEMENT 11523990 MKA APPROVED DATE SPT 07/09/21 DED 12/12/07 - ns/na/1n 1D/27/10 M.J. TONES 06/29/11 REVISION DRAWING OF RECORD REPLACE FIRE MAIN AND HYDRANT RENTON ASBUILTS MATCH LINE - FOR CONTINUATION SEE SHEET C17E BY 23990 M.K.A. 4587 KARALUS W5365113-34353 KPFF APPROVED DAZE M.J. JONES 4/00/12 GAK 05/08/14 KPFF 01/15/1F L_BOE/NG 20 0 20 40 n , scale feet / V ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6V FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HOPE AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES ARE NOT REQUIRED. 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE SM60 AND SM60BH OR APPROVED EQUAL. 11. SEE SHEET C501-6T FOR EXISTING PAVEMENT GRADE DETAILS AT BIORETENTION CELLS. BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6H BIORETENTION CELL PER DETAIL 4 ON SHEET C501-6H BIORETENTION CELL PER DETAIL 2 ON SHEET C501-6J ® BIORETENTION CELL PER DETAIL 3 ON SHEET C501-6J CONSTRUCTION NOTES CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE AND PROVIDE ALUMINUM FLAP GATE AT NEW PIPE CONNECTION PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR PARKING STALL FOR NEW 9'x20' PARKING STALL KEY PLAN SCILE : NONE CIO C11 C12 C13 C14 C15 C16 CI7 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 [CIVIL PER PARTIAL SITE UTILITIES PLAN RENTON SITE MASTER 11 R-4177031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS jchavez 08125/2021 C180TDVL 2421N ;18E C180242 RTN—YD-18E 07/09/21 MATCH LINE - FOR CONTINUATION SEE SHEET C17F -- - -r 1 -- --------I-IrT--- - -- -- - eic II it I / 24 2 I I r \yl 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, II / III N-METR01 l is NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL LLN DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). / III N _I _.(NF R F95)I L- - Q I VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN x I VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. I- RIM 2 70 PRDI m 81 LF 8' HDPE III f ry 'RI 394 P / T _ n I I 21 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, L o VL �/ COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY r x 26. 5 = No. 357 o X /� EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL 1 / H z 4 �. o _l \/ C CB-1 GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL "01 -67" 33• I BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE 35 III " TOP 25.22 '� ? �' OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR I.. I l - INV E 23.32 COMPLETION OF CONSTRUCTION. .3220.3 1i._ 25. UP 2 1/2 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, / 671C-18 x _ LLJABANDONED T Q ABBREVIATIONS AND GENERAL NOTES CB TYPE 1 Fl1 1 I l.. s W/BEEHIVE GRATE I Q I 6 CS 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A RIM. 2345 � 1 THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL 1 / N. 183321.23 �_ h_ z I 2J. J PILE AND GRADING INFORMATION. I 7 '/ E 1300585.94 I_ Q 6 p TMH I` -- IF (W) = 20.19 (8- HOPE) ,�l I C9 I - X 1 RIM 63 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH j • IE (N) = 20.70 (6^ UNDERDRAIN) No 41 .Z _ CD I - ^ g•C+,y 8"C 38.8 C501-6V FOR STORM SYSTEM IMPROVEMENT DETAIL. 6^C T o. C _ �1 nw N I I- �\ SI$ 1 Jj�J�{� �/ I 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID DOP 25 TOP 580 x^ x J V \ � �- i(L ^ I FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. / IS T INV S 2 .9 BOT .60 26.5708-18 2 INV N 24. 26.3 7. SEE CHANNELIZATION PWJS FOR PAVEMENT MARKINGS, TRANSIT CB TYPE 14I MH 9y0y FEATURES, AND SIGN IMPROVEMENT DETAIL. /BEEHIVE GRATE 138K13.8KV x 6 < MH B173.BKV C�,F,r O 037_1 D360 ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN RIM: 23.00 `4 ""INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE I IN 183273.78 - - -- UGT UGT - - UGT --- N 0.29 INSTALLED PER MANUFACTURER'S RECOMMENDATION. -UGT----TMH MH s+ Q k x 6.4t TOP 262d --UGT- - -E 1300547.11 - I 8 c 0 E 1 70.293 _ _ _ _ _ o UIMH R 27.1 Kr 'I' 'G INV N 24.2 INV N 24.10 1 HE (W) = 19.74 (8" HOPE) 6 �s B JOT 24S HOT 24 10 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY `TMH IE S 20.25 6 UNDERDRAIN ,¢ c RIM 27 1 10F�-1�4� X G `AP OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES S RIM = Y �H-I \ \ \ 2 , LOGGED qTM "A COOND - o xo -r <0" yy, MH B X TELEPHONE NDED " ARE NOT REQUIRED. I I I AND 4'A(ALL-AfA RIM 26.48 3• TELEPHONE CONDUIT UGT(STILL ACTIVE) S' I INV E 20.13 ^ SMISSION 70 FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE o. 539 of I FL 19.27 L 7 ,BKK SM60 AND SM60BH OR APPROVED EQUAL. _CB-539- �6�, .f Q RIM 26.00 xo o i 1 y I I 6'V 3 RR FW FW s It SEE SHEET C501-6T FOR EXISTING PAVEMENT GRADE DETAILS RI = INV S 20.9K 555- w �� I o S 1 I� IW�� AT BIORETENTION CELLS. 48" DIA STRUCTURE �n INV N 20.9- L,� TYPE 2- #77309 Q i ,� X G INV E 21. I ( F l 18" CMP (NW) I.E. = 17.40 BOT 20926.3 X I ) b 18 CMP IS) LE. = 19.20 S �5 mx b.31 of , ° O o w 1 KV MIT 2" A --- x N I e$ O 12 o . h w -- °'x { BIOREIENTION CELL PER DETAIL 1 ON SHEET C501-6H ZJ85k My A I -TRE CH AIN I 1 SAL A GRO NDCO R, o 130 m, I � BIOREIENTION CELL PER DETAIL 3 ON SHEET C501-6J w `Q I 6 M O FRAG RIFT G UNDC VER, P. I w e� I IR IG�TI N MAI LINE, TYP. U z �-V s 540 s e's III 36 1c IS u I CONSTRUCTION NOTES O `sPAR TOP 26.3 f BOT 25.2 �x I I I 75 H 7151 D.1.P. ®0.39 -- -- I I 1 I C 7 I" p9® D. S GO OVER RIA1 2780 7 30 PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH �n II I I I I y' 6 1 7 NO 30 INV=26.35 CV D BEEHIVE GRATE Z BATTER T I 'I I I I 8 9 CV CB-TY v U l KINNIKINTPpI PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL2 E) O PARKING STALL p 1� �T. �I �irez➢.82 Bew 1N z. �I d z �nr: B ®®I� 1,�„�il• ue�ll.�h I�wv.�V nu:::llieil �► • ' ` 1�111111111111 IIIIIIiiiiili .�,,,,...:... 1TOP 25,6 TOP 21 /:�MEN MIT ]gyKEY PLAN p, R. �... AEI • I a ' '31 ] 1 '.'��� - 1 ■ ' ��� �� '•' ; IIIIIIIIIIIII NO 308AIIIIIIIIIIIII 1111111111111Illlllll 1�,1;.sl"a [ O 1 kll 6 dF11 yiD SI r g� a �.,�`' ►�yr. ��� (IIIIIIIIIIIII IIIIIIIIIIIII 1111111111111 IIIIIIIIIIIII ���C13�11111I��\■1��' �•t1\�!`\\\\ 1 2 7A \ A,.a��a�o,� 1 1111111111111 IIIIIIIIIIIII 1111111111111 111111:11C1I1C 17OTT Illia�llll'g1�11'LY.Nnr����1!■ d s ��' Y 7 1 - ��n�nn a , 11 ' &1a a�s1�lNi111'jTlfi �= 111111111IIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111IIIIIIIIIIIII ■IIIPJ9111!�`1E17i11: �1■ l,!;o`iilf _ Liz ■I11111G1e�11'%// �� r ` for•('10, p III / h l i�� Off %' ■ '" 'I1111111111111 - �' �1L"`Ikl1 �� ® �/1111111111111 �, �� �� �.,.� , -IIIIIIIIIIIII ' CvD 1111111111111.` IIIIIIIIIIIII 1111111111111 IIIIII:IiClllr s� II .�011,1IRRIGATION SLEEVE, TYP. 11 ate,. �rG vA 1 11m.�� -�%T �fMP/I`�� "i 111111 11111 nmm nnm n :II -- ®ACCEPTABILITY SVfflffLE PARTIAL SITE UTILITIES PLAN . ,• II■ APRONCENTRAL '' 4 III�III� I 1' © RECORD 1•• I 1 • 1 , 1 IIII� 1 1: THIS 'SPECIFICATION'APPROVED 1 1• ©DRAWING=DRAWING OF RECORD J#030198 III 1 , 1. ,. © RED PATHS A PARKING -RECORD .; II IIIIIII■ ' ' L' N' �� 1 1•APRON R - CENTRAL • II■ RECORD DR 1 80 '1 DEMO I�III� 1 1 I II�737 MAX ,RECORD 98 111�•i�lllllll■1�-111■111■®11111■ . •N SITE CIVIL MASTER RENTON, WA • © 1.1 ,•• , 11 ®1111111■1�111■ 111111■1111111■11111■ .-111■111■�11111■ '� III■ 1 1 , . ::•: IIII�IIII■ ' ' 'III■ 111111■1111111■11111■-111■111■®11111■ 18.0 8.1 / 18.2 18.3 f / - - - - 18.4 \ / N. 185886 59 E: 1300317.54 -- -- - 18:5 IN: 185862.37 SEE APRON R FOR CONTINUATIONN: 185836.66 / ro -- - E:1300223.15 J obs \ N: 185850.84 .°/ �8 v 18.6 200' SHOREBNE SET BOCK ° E 1300226.14 - 16.8 / PER CITY OF RENTON �� ° 9 SEE APRON R FOR CONTINUATION v a v I° I �e ° e/ �/' 18.1 - v' / f Bs°/ da \/oa�/9as_/ '6�s/ /6✓p ,�1/ v /v - 96. 'so S//o-' - a ./v/vv BsB/.Ss° J^- v , ./B.9 v'a Is � A_ °. mn l Jv 9 l °eN: 185824.96 E130017478 °jy 188�N: 185815.88 AOOR CONTINUATION 1N° °E: 1300140.62 mmmmmmm°� ess° 1 s° e�° fe° v 4e v ° \ � / ' i/5Bg/ /gg I /I 4N185796.4e . I e ° ° ° m E: 1300125.25 ° /°� m i a NTE ° � e .�E ° ° O EE °e ° ° ° V. I v° e e e e ° wRs° R 6sS s5gR 4°° ° oil ° .S'� O6 /° su Je ° If ° I d - \BSBSS Js B2 2/ °/ 18.352 /° ° °% ° e 4/ 3 /6 °B 0 eI° ° ° BSBS \ ° ° ° ° v v ° ° u °8Jo aT/vJ9 . es °° e 4v ° 14 B° ei eBi°S ° B°` kg6 /e s665 B ° ° °° / / / 4 18.9 f/ v I 4' °I v / o v4 av ° d /v e - ° io�) /' v °v .�° v ° - 9 ° v .090 e s9 19 0 .0 B9 0 v 0O° v v° B v 9V S a - 'Jr w 9 O v '�Nav�LL / "VT 1B ° - e. ev �v - LX 0 L - - - - B R \ �9 - B�4> - - B - B e B9a - �9 v ° 9 - - - - BB - - .e && - I - s MATCH LINE - FOR CONTINUATION SEE SHEET C501-5B WSP 0AC 33391 mn Are e m CALL 48 HOURS SURe303NR Wry, 12Kb fEL: BEFORE YOU DIG G2 1-DOO -BDB-Q•Za-5555 FAX: GW6)431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE ORIG APRON R - CENTRAL C1802421 WSP I SPT I 07/09/21 RLVISION BY I APPROVED I DAIS i im-BOEArw" 10 0 10 20 n / scale feet / V ACCEPTABILITY DRAWN TE JDM 07 09 2 THIS DESIGN AND/OR SIT PT RED 07 09 T SPECIFICATION IS APPROVED APPROVED BY I DEPT. 1111DATE ITO m/n9/ LEGEND / THICK CEMENT CONCRETE PAVEMENT THICK CEMENT REINFORCED CONCRETE PAVEMENT 200' SHORELINE SET BACK LINE - - - - EXISTING CONTOURS GENERAL NOTES / / 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL / DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) - NGVD29 + 3.60 / FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, / COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL / GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL / - BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-51) FOR PAVING AND GRADING DETAILS. / 4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF / CURB UNLESS OTHERWISE NOTED. PROVIDE REINFORCED CONCRETE COLLAR 11 / AT DRAINAGE STRUCTURE PER DETAIL C501-6M SAFE DRAIN PER DETAIL C501-6V 0 REINFORCED CONCRETE PER DETAIL C50`-5D PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB ® PER DETAILS ON SHEET C501-5D. j CIO C11 Cl2 / C1 C14 C15 / C16 C17 / Cis C19 C20 C21 C22 C23 / C24 C25 C26 Z C2 C28 C29 C30 [CIVIL PERMIT E PAVING AND GRADING PLAN APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' KEY PLAN SCILE : NONE R-4177033 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IFir OEVEWVNEMERMNEERIH4 C180942 UKI(j 07/09/91 ;501-5A C33 COMP C180242 RTN-YD-0501-5A r n C LL II - T- / I I 1 IT / 1 / N: 18557592 E: 1300182.62 I - �4 r o 4 a 0 4 N: 18556170 J \ E: 13001300166.35 I I I 1 I IN 185506.46 E: 1300200.75 N: 185497.80 E: 1300167.31 SEE APRON R FOR (CONTINUATION 70 1 4 - - - - y MATCH LINE - FOR CONTINUATION SEE SHEET C501-5A V_ _ 1a �a 4 vy4 v ya ° 189. yv 4 v 4 'vav a. o 4 '\ 4- d �'� 4 4. _yv �4 -. \q0 4 4 S..e 4 6Bs. a 6s 4 BSa yS -- �S �5' 6BV a OJ ' ao4 \ 4\tea`. <° IV \9 e44 V4-v �o y,.�.° - � y 1�4 4 /' av a �v 4 6o 6'a eJ6 . 1B3J ,v B a BJ'B0d 90A a 0v° lass a .4. 4V1 w V `� h -4' 90 a 3 TIT m y 4 0 y 4 - a y �_o �. o �] \ 04 4 VI A - a 6."T BJJ .. \ d)0 16l BJO l . BJO _. 1B J B91 90 4 aBo y 4 BJB v y \- 4 y v A q P. a 19 a .p \s. , / _ v a g I- �` v a a.\ - a y a .v )- o, a vl4 4 0 ' 0 1 B 4' ev V jg8_. v\90 I a y B y5. B B B' - B B 6J V 1 4 J6. 6 s? 1 o0J /i 6 'B? vBJ B . B .B C\ n m \. \ - v _ \ 4: 4 v / v 4 o z I.4 aV y\,v ve \ a 4 1-4 \ I.4 y V -1 v v - a \/' a v 4 -1' / / 4 y\ - J V e V 9 pay 19.0 /IV O \ \ 1s09 ��; V - a \. a y 4v y v.. l a y _a a v v4 y y 4 o - va a a I °� 4' 4 v \qi 4 9 B 66 S 6S V S dS 6 ss' J 4y BE 9 - a v O 9B B6 9 4 9 9 O p. 3 4 v v y a_ 0 a - _ n y a. v° aA4v v a 4 �r / v y _4 a / e y 4 4 - .4 / 4 y. 4 v v s Sys 4 96 4 - 4 .. y g6 a dBl - V 695. 90y Sl _ ? 91v 6' :� '9 Jy l ° a 18.45 N: 1856s0.97 N: 1 v\8.61 4 4 v 6 1300377.95 E: 1 _ 2 4 4 b �' ti k,9 °- 4v y rn d /¢ v e / o c v 4 ° l v a m - . 4 O 4 \ 4 v J y a 4- V 4 'O/ B8S .. BJO 4 JSS 16S 4� o/ nBGs y- �BJ �� `Jd B O 9d7s a n lyB V o 4 V.. aVI 9 ro •� me `P\y S V v a I y ° 1 '4 4 V vy 4 y. 4 o* v m.4 I8.9 - v a I 4 1 TOD V\ 4 I e 1. y. 4 �\ 4� v 90 V 4 I v ° (f %"\ 4 a' \ N: 185634.68 V Jy1S a eg6 9 n B6J y Bby BJ b �\ / �O1 91 6 J 6 ByA 4 E: 1300382.13 a 4 4 v_/ a o�' /V �4' v 4 4 4� If -4 �V '. - a - 4 v '0 v 4 V Id y B6J a 1 � y 19O 4 y0S B004 - '. 6J9 \ a v o '.9 Jy ' 4 BBy -. � v - v s1B v4 - . - 4 \\ 4 v y . \ -� e _ 4 a - f 4 y 4 -. v. _ 4 -'• I V o 4 4- 15.65 1 4 e- v4 v4 4 V - v 4 v V Q L N1 4 4. v 4 o ,1190 ® LLJ 0 - m1 91 a e 90. J B9 69 d '4 9 '2 e9 -- d e9 4 d vl By I_.a y l 92-Q y 1 B 4 v yh B dJ Al \ 4 e y a o� 4- vl aV 4 _ 4 0 1 i _4 o a v '? 4 4- a 0 /_ 4 a 3 v 1 U A v. 4 a V a V °- v ' e 14 0 d 4 190 I\ V '. 4 v� AI -� 4 9d0 4 v a 90S \ oy 90S a 90S \ y 90S v SOS a 4 90S 4 9J0 vy- 'pa �96 4 1B m.. BB6 4\90 A o z U 4. `.a - V I. °. 4 I y a 1 4' - 4 v v tit 'a- a I a y I v 'y 4 o 4 191 y .4 z1 v a. -. a I c e v '4 4 -I. V a. vl. 4yv 4 I- 1 a va 4 Jy o 4y - v a I IT 4. a -00 y = _ 4V. v IT 4' 4 7 1. 4V m 4. \ 4 e 9 4 .Jj. 9 y .1j 9 JJ v 9 .1J 9V - 9 m 1J4 Jy - JJ v i 9 y lJ 9 d 9 4V- O 1 4 90 1 y B 96 o 4 41 1 o y V a 4 �� e VI a 4 1...4 P Y tl 4 �+ 3 -° v I 4 II a 4 / v 0 �.V 4 a' v vl I d I 4p vy 4 a 1 IVy/I v y. a I 4 / \ v a yV i I v 40 yI V a ro' 4 4 y v 4 4 y 4 I -.a 5�9. 4 s`TO o a .,9J0 yJ0 4 yN yJ0 yJ0 v yJOI sJ04 ya0 v a 9�4 90� y J V I "06 sJ09' pp v� e Mom. / _ //c 4 y4 4 V v V� v� . 4 to - 4v-- 1 J- - .� -- -- - °--'�- -I- -- -�' -- MATCH LINE - FOR CONTINUATION SEE SHEET C501-5C W C / r Z 00 658.21 100404.92 35641.64 500409.28 LEGEND 14.5° THICK CEMENT CONCRETE PAVEMENT N THICK CEMENT REINFORCED CONCRETE PAVEMENT 200' SHORELINE SET BACK LINE EXISTING CONTOURS !»1i�MA■11111% 1. HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1981 VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-51) FOR PAVING AND GRADING DETAILS. 4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. PROVIDE REINFORCED CONCRETE COLLAR I1 AT DRAINAGE STRUCTURE PER DETAIL C501-6M SAFE DRAIN PER DETAIL C50M REINFORCED CONCRETE PER DETAIL C50`-SD ® PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAILS ON SHEET C501-51) CONSTRUCTION NOTES REPLACE REMOVED APRON R PAVEMENT AS REQUIRED AFTER INSTAWNG BELOW GRADE UTILITIES SEE APRON R PLANS FOR PAVING AND GRADING DETAILS. CIO C11 C12 C13 C14 C15 C16 CI7 CIB C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SOME: NONE R-4177034 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP VS4AC 3330I 9N Amme Sou It DEVELOPMENT ENGINEERING CALL 48 HOURS suite 300 10 0 10 20 /� / Ichavez 08/25/2021 fMm(2N) 4 I-B00 12� / V [CIVIL P E R M I T BEFORE YOU DIG FAX: 1-800424-5555 PAX: (zOE) N3E-zzsG scale feet SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SMBIITIE CURRENT REVISION SYMBOL DATE nII EPTAew Y JDM o7 09 21 ED PAVING AND GRADING PLAN c1 F,0242 ORIG 07/0/1 ORIG APRON R - CENTRAL C780242 WSP SPT 07/09/21 �¢N A T THIS DESIGN AND/OR H K W '"'RG SPECIFICATION IS APPROVED SPIT 07 09 21 �r E_T BOE/TUG® y °=m TITLE APR°N R - CENTRAL C501-5B C34 APPROVED BY DEPT. DAIS JDM 07 09 21 CHECKED �oD;;r"�EDOC2�� „ APPROVED RENTON SITE LOB NO, cl Pioz42 GDMP ND. AA` \�ry APPROVED DWG NO, CIVIL MASTER 11 11 RENTON, WA RTN-YD-0501-58 n n C W III MATCH LINE - FOR CONTINUATION SEE SHEET C501-5B 1 _ N: 185466.54_a-a -f+�\\ °E: 1300170.27 19m °v 9.5 9\/v7, 9 d 9 -9 s 22 s9 °J� 9g I 1 N: 185487.69 E: 1300174.68 N: 1185462.53 1 -°� - ° v e \- ° d '.4v d I I ° °- / 3 v o I 4 E. 1300176.54 3 ° ° vo° 19.1 e�_°N: 185463.80° '4 E: 1300186.95 ° o ° . _ of ° l o n Lit, N: 185454.25 19 00 9 S 9 OS Oy ° O II JI . 00 v B BO 9dS ° Ot 9 1 794 E: 13GO178.71 v° o v 190 I _l n o ° N: 185455.57 N: 185455.18 \ 3 3 n ° \ ° v I ° 1 / / ° I d 1 E: 1300183.OR E 1300224.09 d _ e 19.67 ° ° S g Q -vJB 9A2 i 9 p 16.9E 92 99v 90G v 9�0 9�S - o \ d06 _ By 1 LJJ 1 I P° 18.75 ° J 1 O � O LJJ 0 PE }19.5 O 0 19.62 1 _ v 1 vI v I. \ / ° N: 185445.35 4 v o `E: 130018 S OJ - 18.75 ° 6 I 02.IT 9 av °0 °y.°,v 9I ° BEGIN O 9 0° S °' ° ° °8 / o L_ i CE: 130o ss.7s - 1 t1s.a ss- ss- , ° ,° ° I °_,° °6 a 'v ° ° ° ° v v°. ^ / /O *Isis `90 9R0 v 9�J 790 dpg oBBS ° B99 0 9 0 ° .y9 a907 9�R.a/. 90... 9�Ou - 1 9 As�ss ® � ° o a. n o III /\ 10 I50 _ .�. - on°-1 III OII 1925 8 �0 7928 v° 192 v _ °v ° ° v ° _ _ ° _. 1 O O v ° o v / III i \ *20.0 9 9---J II O /0 S s J Jy 9d6 ° 90J ° 900 9 p ° v ° 90Av \ ° 90d 9pB 9e 9�to v 1 n °v I I 19.61 4 1 Jr �. °° 3 1 I 8 / *Isis y II I�9 S 19.47 v c v'9 ° ° �' n - _ O iv 9 B 9 0 9 9 - EXISTING ASPHALT \ ii ❑ ii ii "s 'J� '2J- : �� a �J - -r° a '9 a 'a 'per . °r 1 PAVEMENT *Isis 9S 9 - - ss - - - 9 ° ' ° �� 1 N� 185387.6E 1 3 w A. I I E: 1300241.61 5 .19,71 ° I ° v ll 18.8E ° \ v - v ° °, 4 19.55 / IlD v 1 N: 185374.80 \ \ \ ]� /9.7 1 ° v °v.. 1 S 1 ,91 / E: 1300212.54 ° sy sy ey� ° 9a. II v 219 9 a N: 185408.16 '° - 4 - 1 L j 19.49 1 19.3fi a /' E. 1300376.73 - ` v 1 4I7-A` - - 9.0 18.89 - N: 185377.85 ° ° c v v ° �J / g / ° N: 185421 84 E. 1300244.15 o / s 1 / ° _v 1 1199 ✓ s ° E: 1300437 72 I i,g9 � /L \ O I *i I *Isis 00 I� 8� 7 / / 4 END I 0 B 8 '� N: 185396Z e O O O O� N: 185406.05 O E: 1300332.71 E: 1300377.28 1 o I N: 18sfis.es / MW 9� Zan OB B B B v o 0 �N: 185374.03 / _ �i'7 BEGIN e E: 730027659 E: 1300245.14 / N: 185396.74 4 Oe / E 1300332.71 L� I I / EXISTING ASPHALT I (B O J I / PAVEMENT / b Of - \ n I I I / J EXISTING CONCRETE F , I / n I PAVEMENT / I z \ MW ASPHALT/CONCRETE 88 PAVEMENT INTERFACE CON RET IT WSP 0AC 333019h Avemes It CALL 48 HOURS SNNe303Do Wry, 12Kb fEL: BEFORE YOU DIG (2 1-DOO 1-QDB-424-.>JrJ.> FM:(z0s)431-2250 FAX: (i(6)431-E350 SYM RENSION EY APPROVED DATE ORIG APRON R - CENTRAL C1802421 WSP I SET I 07/09/21 REVISION BY I APPROVED I DATE i L -BOEArw" 10 0 10 20 n / scale feet / V ACCEPTABILITY JDM 07 09 2' THIS DESIGN AND/OR SET N 07 09 T SPECIFICATION IS APPROVED APPROVED BY I DEPT. 1111DATE InM n7/n9/ LEGEND THICK CEMENT CONCRETE PAVEMENT 14.5' THICK CEMENT REINFORCED / CONCRETE PAVEMENT ® ASPHALT PAVEMENT /200' SHORELINE SET BACK LINE / - EXISTING CONTOURS GENERAL NOTES / 1. HORIZONTAL DATUM: WAOSTATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGV029). / VERTICAL DATUM CONVERSION: NGV029 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVDBB) NGVD29 + 3.60 FEET 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE CO / OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION C OR COMPLETION OF CONSTRUCTION. r 3. SEE SHEETS C501-5D FOR PAVEMENT AND GRADING DETAILS. CD 4. SEE STRUCTURAL SHEET SS01 THROUGH SS07 FOR STORM WATER VAULT SHORING & STRUCTURAL DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 00 PROVIDE REINFORCED CONCRETE COLLAR / AT DRAINAGE STRUCTURE PER �DETAIL \ C50`-6M / SAFE DRAIN PER DETAIL C501 6V / 33 REINFORCED CONCRETE PER DETAIL 1 C / PROVIDE TIE IN TO EXISTING REINFORCEDED CONCRETE CONCRETE SLAB ® PER DETAILS ON SHEET C501 SD COMBINED BYPASS AND OIL/WATER SEPARATOR WITH / REINFORCED SLOB LID PER DETAIL ON SHEET C501-6S. SEE SHEETS SS01 THROUGH SS07 FOR ADDRIONAL DETAILS. / © MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET MODULAR AND C501-61R. PROVIDE FULL DEPTH PAVEMENT REPAIR AT UTILITY TRENCH PER DETAIL C50`-5D ® PROVIDE TRANSITION TO EXISTING HMA PER DETAIL C501-51D f� KEY PLAN SME : NONE CIO G ��I,,,,��TT C11 / C13 / C13 C1 C15 C16 cia c1a C19 / C2 C21 C22 / C2 cz4 / C26 C26 127 / C2 C29 C30 [CIVIL PERMIT E PAVING AND GRADING PLAN APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' R-4177035 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVEwre81T ENDwEERxD ichavez 08/25/2021 O C120242U K I (� 07/09/21 .501-5C C35 COMP C180242 RTN-YD-0501-5C r_f� PAVEMENT PLAN TYPICAL C501-5A SCALE: NITS C501-58 C501-5C TRANSVERSE CONTRACTION OR CONSTRUCTION JOINT (TYP.) PCCP PANEL 70L PCCP PANEL LONGRUDINAL CONTRACTION OR 9" 9" CONSTRUCTION JOINTS (TYP.) , tY T°ll'0l'CMHC ^9NTRACTION OR JOINT (TYP) CONTRACTION OR N JOINTS (TYP.) SAWED GROOVE WIDTH 3/16" MINIMUM TO 5/16' MAXIMUM OVER MIDPOINT OF BAR SEE STD. SPEC. 5-05.3(8)B a ° ° o ° b 18' d.- r d d ° DOWEL BAR 1 J' DIAMETER x 18" LONG CONTRACTION JOINT _ ON 12-CENTERS C50011--5A SCALE: NTS C501-5B C501-5C SAWED GROOVE 2 1/2- DEEP WIDTH 3/16' MINIMUM TO 5/16° MAXIMUM DEPTH 1° MINIMUM I 9" I SEE STD. SPED 5-05.3(8)C BARS d c \ AMETER x 18" LONG -_ - ° 4 CENTERS ° - ALL PAVEMENT SECTIONS 18° ° 3 NOTED IN THE PLANS d ° d ° d d FULL DEPTH BOND DOWEL BAR 1 1/2" DIAMETER x 18" LONG BARS BREAKER SUCH AS TAR ON 12" CENTERS PAPER TO PREVENT BONDING AMETER x 18" LONG CENTERS - ALL PAVEMENT SECTIONS CONSTRUCTION JOINT_ i NOTED IN THE PLANS C50�1-jA SCALE: NITS a C501-5B ° C501-5C SAWED GROOVE - WIDTH 3/16" MINIMUM TO 5/16' MAXIMUM DEPTH 1' MINIMUM DRILL AND GROUT SEE STD. SPEC. 5-05.3(8)C , ° EXISTING PCCP d ° d PCCP; 4e o ° d Q ° d. 4 ° 12" _ I -DOWEL BAR 8 1 1/2" DIAMETER x 24" LONG ON 12' CENTERS PROOF ROLL AND COMPACT EX PER WSDOT STD SPEC. SECTION C501-5C #5 EPDXY COATED HE BARS AT 24" LONG, 36" O.C. MEETING THE REQUIREMENTS OF STD. SPEC. 9-07 d. e 8 ° - m C501-51) °- a d. ° m 0 0 CLASS 4000 CONCRETE PER WSDOT STD SPEC SECTION 6.02 OR HIGH EARLY STRENGTH CONCRETE PER NOTES ON SHEET C501-5D Q d ° ° 3 a V/ / CRUSHED SURFACING BASE COURSE (CSBC) PER WSDOT STD SPEC 9-03.9(3) COMPACTED TO AT LEST 95% OF MAX. DENSITY PER STM D7557. 3' SEE GENERAL NOTES SAWCUT LINE, HOT TAR AND SEAL JOINT TO EXISTING HMA WSDOT HMA CLASS 1/2" PG 64-22 ASPHALT CONCRETE PAVEMENT CUSS 4000 CONCRETE PER WSDOT STD SPEC SECTION 6.02 OR HIGH EARLY STRENGTH CONCRETE PER NOTES ON SHEET C501-5D #6 EXPDXY COATED REBAR AT 12"OC EACH WAY PROOF ROLL AND COMPACT EX SUBGRADE PER WSDOT STD SPEC. SECTION 2-06.- C501-58 C501-5C CRUSHED SURFACING BASE COURSE (CSBC) PER WSDOT STD SPEC 9-03.9(3) COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. GENERAL NOTES PCCP TO PCCP CONSTRUCTION JOINT RESTORATION LIMITS 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSCOT SPEC 5-04.2 18" 16° CSO�1 �A SCALE: NTS 2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2 C501-513 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3 C501-5C HMA CL-1/2' PG 64-22 ' " HMA CL-1/2' PG 64-22 4. CONCRETE PAVEMENT CONSTRUCTION CONFORM WITH WSDOT SPEC 5 05.3 �4" COMPACTED DEPTH 4" COMPACTED DEPTH DOWEL BARS 5. MAX JOINT SPACING SHALL BE 15 FEET OR BASED ON LENGTH TO WIDTH RATIO OF 1 5 1, WHICHEVER IS LESS SEE JOINTING LAYOUT ON PAVING PLANS C501 5A THIRD C501 SB CRUSHED SURFACING BASE COURSE 6. PREPARATION OF PAVEMENT SUBGRADE SHALL BE PER WSDOT STD SPEC. 2-06 OR AS DIRECTED BY THE GEOTECHNICAL PCCP PANEL PCCP PANEL - - 21" COMPACTED DEPTH ENGINEER. SEE SUBGRADE IMPROVEMENT PUNS FOR ADDITIONAL SUBGRADE PREPARATION DETAILS. 0 0� oU�ov ov �o CRUSHED SURFACING 7. HIGH EARLY STRENGTH CONCRETE SHALL BE USED IN CRITICAL TRAFFIC AREAS AS DESIGNATED BY BOEING PROJECT 21" COURSE \ / / / / 1° COMPACTED DEPTH PROOF ROLL AND � \ � � MANAGER TO ACCOMMODATE CONSTRUCTION PHASING AND MANUFACTURING OPERATIONS. SEE GENERAL NOTE SHEETS Q COMPACT SUBGRADE /� / / / � EXIST. SUBGRADE C501-1B FOR ADDITIONAL CONCRETE SPECIFICATIONS. 0 o O o 0 o PER WSDOT STD SPEC. SECTION 2-06. 8. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL HAVE A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF Pc=4,000 PSI. PROOF ROLL AND SEE SHEET C501-6F DETAIL 2 AND 9 COMPACTED CRUSHED UTO ACG BASE AT LEST 95% COURSE F MAX• DENSITY PERE STMH DIS QSHALL MET TE UIREMENTS OF WSDOT STD SPEC 9-03.9(3) AND BE COMPACT SUBGRADE �/� /� �� �/ SHEET M510-2 DETAIL 3 FOR TRENCH PAVEMENT JOINT DETAIL \ MIN TRENCH WIDTH PER . SECT STD DESIGN AND BACKFILL REQUIREMENTS 70. ALL JOINTS, INCLUDING JOINTS BETWEEN NEW AND EXISTING PAVEMENT, SHALL BE PLACED PER WSDOT STD SPEC. SPEC. SECTION 2-06. FOR PIPE DIAMETER < OR = 15°; 6-02.3(13) AND SEALED WRH POURED RUBBER JOINT SEALER PER WSDOT STD SPEC. 9-04.2 2 CSO�1 jD SCALE: NITS EXIST. SUBGRADE WIDTH = PIPE DIA + 30' ( )' FOR PIE DIAMETER > 15°; p � FULL DEPTH ASPHALT PAVEMENT /ENTENT WIDTH = (PI 8° EARTHWORK COMMENCE NEAOTMOVIVNG OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. C501-5A SCALE: NTS Y1 V _ DLTPTH PAVEMENT KKR AT 2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTH MOVING OPERATIONS. C501 SB FULL C501-5C UTILITY RENCH - 3. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS 2-03.3(14) AND 2-09. C501-5A SCALE: NTS 4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06. C501-5B C501-5C 5. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT, DEWATERING PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. R-4177036 IN COMPLIANCE WITH CITY OF RENTON STANDARDS "( 3MI AC OEVElOR1EM EN4IHEEPIX6 1 WSPVSNNx eX tlOWN CALL 48 HOURS w�300ICIVIL PERMIT Ichavez OB/25/2021 feM3 Wry, WA 9B0012Kb BEFORE YOU DIG TEl:(m5)433-2300 1-800424-5555 PAX: G06) 433-2250 SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE CRIS APRON R - CENTRAL C180242 WSP SET 07/09/21 , T DATE ACCEPTABILITY JDM 07 09 21 SUBnT`E PAVING AND GRADING DETAILS U N N C180942 SYMBOLOR G 0709 21 EN P. THIS DESIGN AND/OR H K ,�OtEo ""'RG SPECIFICATION IS APPROVED SET 07 09 21 SrET s� D� APRON R - CENTRAL C501-5D C36 APPROVED BY DEPT. DAIS TOM 07 09 21 CHECKED APPROVED RENTON SITE �06 ND. cl Pioz4Z '-DNP ND. APPROVED DWG NO, CIVIL MASTER `, 11 RENTON, WA RTN-YD-0501-5D n n C LLl 094-18 SDMH TYPE 3 - srs sTs sTS— / sJs 30" HDPE srs w srs sTs STs sTs i -18 SADDLE MH TYPE 3 - 72" STOP k —----_—_-- __ 8'F FW FW i F�CW CW 8" AF PRD HDPE F __--OW _----FW--- FW�W--- FW FW cr,2 _ RIM, T720 TWN 16.64 ... 200' SHORELINE SETBACK PER CITY OF RENTON O O 1093-18 O OO O soMH TYPE sa O WSP AC 333019n A. mescum CALL 48 HOURS SURe3003No fe 9B0012Kb BEFORE YOU DIG L: (2Wry, 1- -800-424-5555 FAX: GM6)431-2250 FAX: (i(6) 431-E350 SYM REVISION EY APPROVED DATE ONTO APRON R - CENTRAL C180242 ARAM SET I 07/09/21 STS ■ _ H5 1 1 • Oil 1062-18 ------ ----------•- ----- �R — 1 24" PVC DRAIN 1 1 w _ W/ HERRINGBONE GRATE • 1 PROVIDE 2' SUMP 1 NOT 18.35 N: 185801.06 • �E: 1300306.89 1 IE (S) = 15.30 (12" HDPE)_ - - All 11,, r • 3 ; 1 1� 1 1 cwcwA cW m 1 X x 1 —cw —----_ — -1 II II • • II II II 00 II II II � II II -IT � II ORE 729-18 F71 1 it SAFE DRAIN RIM: 18.45 IT 185770.70 E: 1300199.18 ire I IE (S) - 15.44 (12° HDPE)I vi I I II II II \ I II I II I II I II I II I II LASTS = I III REVISION BY I APPROVED I DATE i L -BOEArw" vo,cq3� -EL* 10 0 10 20 n / scale feet / V ACCEPTABILITY THIS DESIGN AND/OR SPECIFICA➢ON IS APPROVED APPROVED�PTTC GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). I VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN I VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. I 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ONANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE I OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLEDON OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE I USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. I NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-18. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DEFAILS AND GRADING x INFORMATION. I 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-68 THROUGH I C501-6V FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. I 6. SEE UTILItt DETAIL PLAN SHEETS M501-IA THROUGH M501-11) — FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL. 1- -- 7. SEE UTILItt PLAN SHEET Al FOR DOMESTIC WATER DETAILS. I 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL I I INFORMATION. N n RE SAFE DRAIN PER DETAIL 1 ON SHEET C501-6V C r Z Gi ® PIPE CROSSING. SEE SHEET C501-613 FOR PIPE CROSSING TABLE. O EDO CONSTRUCTION NOTES / li--�:> PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE C C CD Z ODD CIO C11 C12 C13 C14 C15 C16 C17 CIB C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 [CIVIL PERMIT E STORM DETAILS APRON R — CENTRAL RENTON SITE MASTER ' 11 RENTON,' KEY PLAN SME : NONE RR-41770371 IN COMPLIANCE WITH CITY OF RENTON STANDARDS H180242UKlli 07/09/21 ;501-6A C37 COMP C 180242 RTN—YD—0501-6A n n V C LLl PROVIDE CONNECTION TO 18" HDPE )C T 1065-18 30" PVC DRAIN W/ SOLID LOCKING LID 24" EX ■■■■■■■■y-■■■■■■■■ \ PROVIDE CONNECTION �TO 30" HDPE 1 1 92 LF 1 LF SDMH TYPE 3 - 54" RIM: 19.09 IN 185592.31 E: 1300202.14 IE (NW) 11.39 (30" HDPE) IE (S) = 12.12 (30" HDPE) 7 M/ 30" PVC DRAIN W/ SOLID LOCKING LID RIM: 18.75 N: 185674.35 E: 1300224.09 IF (E) = 14.65 (12" HOPE) IE (S) = 14.65 (12" HDPE) IE (N) = 14.94 (12" HDPE) IE (W) = 14.65 (18" HDPE) SEE SHEET 30" PVC DRAIN I W/ HERRINGBONE GRATE II PROVIDE 2' SUMP RIM: 18,55 I I N: 185702.35 LI E: 1300332.41 IF (N) = 14.99 (12" HDPE) TI I IE (S) 15.25 (12" HDPE) o-, II I IE (W) 14.99 (12" HDPE) I II I 18.g I i III 112 LF 12" HDPE • I I I • 7T� I • � II I I II I I II I • I II o-j l I • 0- Jl I • o--- I 1110 30" PVC DRAIN W/SOUD LOCKING LID RIM: 18.61 N: 185620.45 E: 1300238.48 I �' IF (W) = 14.93 (12" HOPE) IE (E) = 15.04 (12" HDPE) IE (N) = 14.93 (12" HDPE) I Tjll', bl I� I I G ORE 728-18 I SAFE DRAIN 1_ RIM12 18.45 N: 4.39 31153,2 IF (W) = 15.12 (1Y HDPE) I 15 LF 12"HOPE r�T I MD MD A ' .pa Ma mMJ A A10 MO- - - - - - - - - - - ' n 1 24" PVC DRAIN ' W/ HERRINGBONE GRATE PROVIDE 2' SUMP RIM: 18.65 N: 185602.26 E: 1300358.27 IE (N) = 15.56 (12" HDPE) Ln Cn f g - - - - F] MATCH LINE - FOR CONTINUATION SEE SHEET WSP AC 33301 mn Aveme scum CALL 48 HOURS SURe3003No fe 9B0012Kb BEFORE YOU DIG L: G2Wry, 1- 1-QBB-424-.>JrJ.> FAX: GW6)431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE CRIS APRON R - CENTRAL C180242 ARAM SET 101 REVISION BY I APPROVED I DAZE i L -BOEArw" 1-1 Z 1 � 1 - 1 m 1 � 1 1 1 1 1 1 \ 1 1 3 1 4 1 1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 � 1 1 1 1 1 1 3 LL Co I,IIIIIIII 1 1 1 1 1 � IIIII... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 108.9 i 1 S S 1 1 10 0 10 20 n / scale feet / V ACCEPTABILITY JDM 07 09 2' THIS DESIGN Al SIT ET N 07 09 T SPECIFICATION IS APPROVED APPROVED BY I DEPT. 1111DATE JnM OR/n9/ ■ 1 11 1 1 1 1 T GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL / DATUM: NATIONAL CONVERSION VERTICAL DATUM THE NORTH AMERI VERTICAL DATUM CONVERSION: VERTICAL TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. / 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ONANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL / BE PERMANENTLY PAINTED COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. / 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS / ELL) COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL C / PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-1B. C-D_ 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS CGRADING / Z THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING / INFORMATION. ? 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6B THROUGH / C501-6V FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. IXJ / 6. SEE UTILITY DETAIL PLAN SHEETS M501-IA THROUGH M501 -1D / FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL. / 7. SEE UTILITY PLAN SHEET M501-1A FOR DOMESTIC WATER oEEaUT. 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. E--> SAFE DRAIN PER DETAIL 1 ON SHEET C501-6V ® PIPE CROSSING. SEE SHEET C501-6G FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES J O � PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID PROVIDE STORM DRAINAGE MANHOLE TYPE 3 PROVIDE 30" PVC DRAIN BASIN WITH HERRINGBONE GRATE PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE CC) C F= / Z Gb /-L CIO C11 C12 C13 C14 C15 C16 CI7 CIO C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 [CIVIL PER E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER < 11 RENTON, ' KEY PLAN SME : NONE R-4177038 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEIELOPMENT johavez 08/25/2021� O C160242UKI(j 07/09/21 W l -6B C38 COMP C 180242 RTN-YD-0501-68 n n V C LL F C 1 O 1 1 Z 1 n 1 1 D 1 0 1 1 1 1 1 1 1 1 1 D n e (D O O 2" PVC N u) H C/P --- A WWI STE _ _ MATCH LINES - FOR CONTINUATION SEE SHEET C501-613 _ RIM: 19.04 1- IE (S) = 14.54 (12" HI I U r 1 • M! I IAU 868 8 EXIST CB TYPE 2 _ 135 LF 30° HDPE RIM: 19.22 11 LF 12" HER 3 1120A 30" PVC DRAIN �rmW/SOLID LOCKING UDIEI w 1 RIM: 19.62 0 1 N: 185451.36 �1 E: 1300238.96 ►OI 1 IF (S) = 15.15 (12" HDPE) v_ 1 IS (N) = 15.15 (12" HDPE) 1 IS (E) = 15.15 (12" HDPE); I0 1 --� 1 7 LF 12° HDPE � 15 N � 1 CO 1 O? � 13 O - 7 LF 12" HDPE lI . 1 10 6 SDCO 5 LF 12" HDPE I RIM: 19.69 3 N. 185415.81 O l0 6 1300248.22 1 E (E) = 16.68 (12" HDPE) IE (N) = 16.68 (12' HDPE) 4soc-14 4 18 7 LF 12" HDPE EXIST CB TYPE 2 (48") I r VPAL 1 1120B-18 RIM: 19.21 N: 185410.47 1 30" PVC DRAIN E: 1300209.14 IW/SOLID LOCKING LID ' IE NU = 14.41 (12" HDPE) I RIM: 19.61 h IE (S) = 13.66 (12" EX HDPE) IN: 185417.45 IF (SW) = 16.50 (6" EX DI) IE. 1300254.62 IS (S) = 17.29 (12" DI) 8 IS (W) = 16.69 (12" HDPE) CO IIE (E) = 16.69 (12" HOPE) 9 I - A 41 y�3 HDPE r 1 �1 70 LF 1? Co ���• aD 7u D F 49OD-14 4 8 EXIST CB TYPE 1 RIM: 18.87 --N: 185372.25 - - �T--- E: 1300219.14 f CIE (N) = 13.72 (12" EX HOPE) IF (S) = 13.72 (12" EX CONN) --lE (W) = 16.50 (8" EX DI) CO FIE (NE) = 13.28 (12" HDPE) f N �l 3 U C� 45 LF 30" HDPE 13 LF 12" HDPE SOLO I RIM: 19.48 N: 185454.64 E: 1300251.75 E (S) = 15.18 (12" IE (W) = 15.18 (12" _ _ I �I 7 LF 12" HDPE 1120-18 �K SDMH TYPE 3 - 54° RIM: 19.67 N: 185462.00 E: 1300236.18 r IE (S) = 15.00 (12- HOPE) IE (N) = 12.40 (30" HDPE) IE (E) 12.40 (30" HDPE) ® RTU-017 1 x 0 ®I � I 5 LF 12" HDPE 0 SDCO 8 RIM: 19.54 N: 185419.09 10 E: 1300261.01 IS (W) = 16,68 (12" HDPE) IS (N) = 16.68 (12" HDPE) 9 13 LF 18" HDPE r 6 LF 12" DI T BP67 1125 7 10 LF 18" HDPE 26 LF 18" HDPE 29 LF 18" HDPE J 1 I 1125-18 30" PVC DRAIN 1 W/SOLID LOCKING LID 1 1123-18 RIM: 19.71 30" PVC DRAIN N: 185400.04 W/SOLID LOCKING LID E: 1300282.93 RIM: 19.49 IF (E) = 14.89 (18" HDPE) IN: 185394.25 IE (SW) = 13.15 (12" HDPE) 6 1300300.78 IE (N) = 13.13 (18" HDPE) IE (E) = 12.65 (18° HDPE) ---- ---tl --- V ---IE (N) = 12.65 (18" HDPE)- - V - -tl - 0 1124-18 AC WIA 333019n Avewes Nl CALL 48 HOURS 300 SNRe3No 9B0012Kb EEL: BEFORE YOU DIG TEL: OZWry, 1- 1-QDD-424-.>JrJ.> FAX: (i(6)431-E350 GM6)431-2250 SYM RENSION EY APPROVED DAZE BRIG APRON R - CENTRAL C180242 ARAM SPT I 07/09/21 REVISION SUMP TYPE 3 - 54" RIM: 18.96 IN 185473.47 E: 1300280.09 IS (S) 12.49 (30" HDPE) IS (W) = 12.49 (30" HDPE) cx SAFE DRAIN RIM: 18.75 N: 185462.92 E: 1300297.09 IE (S) = 15.12 (12' HDPE) TT1 SDMH TYPE 3 - 48" RIM: 19.47 N: 185417.50 E: 1300294.71 IF (S) = 12.60 (18" HDPE) Ln IE (N) = 12.60 (30" HDPE) IE (W) = 13.60 (18" HDPE) 24 LF 18" HDPE SADDLE MANHOLE - 48" RIM: 19.36 N: 185400.92 E 1300326.30 E (W) = 12.70 (18" HDPE) IE (S) = 13.94 (15" EX CONC) A � 71 LF 1126-18 SADDLE MANHOLE - 48" RIM: 19.55 IT 185407.40 E: 1300311.34 IE (S) = 14.95 (12" EX (E) = 15.13 (12" HD[ 77TgglE �L`IIE (N) = 15.00 (12" HDI IE (W) = 14.95 (18" HD BY I APPROVED I DATE \ W/SOLID LOCKING LID A RIM: 18.805 NE: 1300379.72 IS (N) 15.54 (12- HDPE)�^�� IS (W) = 15.27 (12" HDPE) w IE (S) = 15.27 (12" EX DI) B W Y E i L -BOEArw" T- x 1 m 1 1 � 1 1 1 1 1 1 1 � 1 1 1 24" PVC DRAIN W/HERRINGBONE GRATE B PROVIDE 2' SUMP 1 S RIM: 19.27 N: 185502.65 E: 1300371.77 I 1 IE (S) = 15.70 (12" HDPE) 1 11 1 � 1 co 1 1 I � 1 1 1 1 � �n �g 1 � N 1 1 1 1 1 � 1 � �^ 1 1 1 1 1 1 1 1 � 1 1 1 1 1 L CONCRETE N No 10 0 10 20 n / scale feet / V ACCEPTABILITY JDM TE 07 09 2' THIS DESIGN AND/OR SIT PT N 07 09 T SPECIFICATION IS APPROVED APPROVED BY I DEPT. 1111DATE InM n7/nQ/9 co 8"W FIRE - EW _ GENERAL NOTES 1. HORIZONTAL DATUM: WAOSTATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAMERICA DATUM 1983(91). VERTICAL / DATUM: NATIONAL GEODESIC VERTICAL DATUM E N TH AMERI VERTICAL DATUM CONVERSION: VERTICAL TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. / 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL / GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL �M BE PERMANENTLY PAINTED OR COATED TO PREVEEXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR 0 COMPLETION OF CONSTRUCTION. Z 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE G7 USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS ? COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET CDC) C501-1A AND C501-113. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING / INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-68 THROUGH C501-6V FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. / 6. SEE UTILITY DETAIL PLAN SHEETS MTHROUGH M501-1 FOR FIRE WATER SYSTEM IMPROVEMENTENT D DETAIL. TAIL. / 7. SEE UTILITY PLAN SHEET M501-1D FOR DOMESTIC WATER DETAILS. 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. /E-> MODULAR WETLAND PER DETAILS ON SHEET C501-6Q x COMBINE WETLAND PER DETAILS ON SHEET CR VAULT DETAILS O BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAILS ON SHEET C501-65 x ® SAFE DRAIN PER DETAIL 1 ON SHEET C501-6V PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C501-6N /O® PIPE CROSSING. SEE SHEET C501-613 FOR PIPE CROSSING TABLE. X CONSTRUCTION NOTES PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID / D:�:-> PROVIDE STORM DRAINAGE MANHOLE TYPE 3 PROVIDE 24" PVC DRAIN 6451N WITH HERRINGBONE GRATE / CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH KOR-N-SEAL BOOT /Co PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID. C CONNECT NEW STRUCTURE TO EXISTING DRAIN LINE WITH FIELD T- CUT INSERT -A -TEE CONNECTION PER MANUFACTURER'S 0 RECOMMENDATIONS. Z R�> PROVIDE STORM DRAINAGE CLEANOUT PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ 'SD". LEAVE IN OPEN POSITION. Cb ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE /R:::> PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL / READ "SD" KEY PLAN SME : NONE CIO Co G„ XG - C12 S C13 C14 C15 C16 CI7 CIB C19 C20 C21 C22 6" FIRE C23 C24 C25 F C26 F C27 W / C2 C29 C30 - - - [CIVIL PERMIT E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177039 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ichavez OM512021 O C180242U KI(j 07/09/21 .501-6C C39 COMP C 180242 RTN-YD-0501-6C CB TYPE 1 PROVIDE 2' SUMP I: RIM: 19.42 L N: 184968.97 E: 1300430.03 IE (E) = 16.74 (8" DI) IF (N) = 16.74 (12` POND) IE (S) = 16.74 (12" CONC) C14E C14F co' \ cn .•''�•clis� .•'r wo ti • /PROVIDE 2' SUMP RIM: 19.31 N: 184987.72 E: 1300501.89 IF (S) = 16.97 (' IE(W)= 16.96( • • ♦ ♦ ♦ ♦ s • ♦ • ER 3-' ♦ w ♦ • Y CA � 3� • r•''T�/ \ 4 1 476-18 46 U#* � CB TYPE 1 ��+ POWER ABAJPROVIDE 2' suMPZ SKV MMMU n Ew RIM: 19.10 J V V V/ULT — N: 184944.83 0 M E 0 a 01 E N \ IE = 17.1308 ♦y` IE (E) n.o5 (8" DI) \ (n w IE (N) = 17.44 (8" EX WSP "( 3330I9 Amme Xu CALL 48 HOURS 1 I 300AC w aI fetl: Wry, 12Kb BEFORE YOU DIG (2 1-DOO )431-2250 1-800-424-5555 FAX:(m FAX: (i(6)431-E350 SYM RENSION SY APPROVED MM PRIG APRON R - CENTRAL C180242 WEE SPT I 07/09/21 REVISION 6C;\ / ♦••, 21 LF 8" SLOT DRAIN IE=17.15 SLOPE=O.00R D D 1 BY I APPROVED I DATE • b 8"w� \ •c A ♦ \ `\ • 9\ \R ♦ • 2 JGi i L-BOE/w" gU\�DW� 4 g1 256 2 5629 19.1 R6 C 415 \ \\ \; ;\\\ \ 478A-18 CB TYPE 1 PROVIDE 2' SUMP RIM: 1901 N: 184657.08 E: 1300559.73 IE (S) = 17.15 (8" SLOT DRAIN) IE (W) = 17.15 (8" DI) \ \ AS � E l RY T UTILIDk' 6 d' - \ \ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GENERAL NOTES L HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING INFORMATION. E-D> SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-6P SLOTTED DRAIN CONNECTION PER DETAIL 3 ON SHEET C501-6P REMOVE AND REPLACE EXISTING PAVEMENT AS REQUIRED TO INSTALL PROPOSED IMPROVEMENTS PER DETAILS ON SHEET C501-51) ® PIPE CROSSING. SEE SHEET C501-613 FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES PROVIDE NEW TYPE 1 CATCH BASIN PROTECT EXISTING STORM PROTECT EXISTING 8-INCH COMPRESSED AIR. POTHOLE AND VERIFY DEPTH AND LOCATION. NOTIFY ENGINEER AND BOEING REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARE FOUND. CONNECT EXISTING PIPE TO NEW STRUCTURE WITH KOR-N-SEAL BOOT PROTECT EXISTING DRAINAGE STRUCTURE © PROTECT EXISTING POWER. POTHOLE AND VERIFY DEPTH AND LOCATION. NOTIFY ENGINEER AND BODING REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARE FOUND. [CIVIL PER E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177040 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEYEIAPMP EWINPFAINO ichavez 08/25/2021 O C180242 UNJU 07/00/1 v501-6D C40 COMP C180242 RTN-YD-0501-6D n n v Q' 30 W ~ 20 10 0 -10 -20 10+00 1124-18 SADDLE MANHOLE - 48" RIM = 19.36 IS (IN) = 13.94 (15" EX GONG S) IE (OUT) = 12.70 (18" HDPE W) 30 FINISHED GRADE AT � OF PIPE 20 EX GRADE FINISHED GRADE SEE APRON R 17 E% STORM AT @ OF PIPE AT q OF PIPE PLANS FOR 26LF 18" HDPE 18° STORM 6" EX. ELF (ANN) 12" STORM 18° STORM 6 CONTINUATION ® 0.209. 24LF 18" HDPE 0 0,20% 6" FIRE MEN immomp 58LF 30" HDPE ® 0.18% 45LF 30` HDPE ® 0.20% 13OLF 30" HDPE 0 020% 1 2 3 335LF 30" HOPE 0 0.21% ' I POWER 5 1122-18 1 AIR SDMH TYPE 3 - 48" 1120-18 4 RIM = 19.47 SDMH TYPE 3 - 54" IF (IN) = 12.60 (18" HOPE S) E RIM = 19.67 WATER 1092-18 SDMH TYPE 3 - 54" 1093-18 IE (= IF (IN) = 15.00 (12- HDPE S) (18" HDPE W) RIM = 19.09 SDMH TYPE 3 - T) 12.2.60 (30° HDPE NIE (IN) 12.40 (30" HDPE E) IE (OUT) IF (IN) = 12.12 (30" HOPE 5) RIM = ??? ???) 1121-18 IE (OUT) = 12.40 (30" HDPE N) IE (OUT) = 11.39 (30° HDPE NW) IS (IN) 11.13 (30" HDPE SE) SDMH TYPE 3 - RIM = 18.96 IF (OUT) = 11A3 (30° HDPE N) 3054" 1123-18 IE (IN) = 12.49 (30" HDPE S) 30" PVC DRAIN IE (OUT) = 12.49 (30° HDPE W) W/SOLID LOCKING LID RIM = 19.49 IS (IN) = 12.65 (18" HDPE E) IE (OUT) = 12.65 (18" HDPE N) EX GRADE AT iOF 10 1129-18 24" PVC DRAIN W/HERRINGBONE GRATE PROVIDE 2' SUMP 0 RIM = 18.75 IE (OUT) = 15.70 (12" HDPE S) 1128-18 30" PVC DRAIN -10 W/SOLID LOCKING LID RIM = 18.86 IE (IN) = 15.54 (12" HDPE N) IS (IN) = 15.27 (12° EX DI S) IF (OUT) = 15.27 (12" HOPE W) -20 0+00 30 20 10 11 -10 -20 10+00 11+00 12+00 1124-18 TO 1093-18 SEE SHEET C501-6A THROUGH C601-6C 1 •LF 18" HOPE u E F'. _me 0 -MILLI_- !1■_ �- 1 ��SUMMER - 15.18 1 1126-18 SADDLE MANHOLE - 48" 11 RIM = 19.55 70LF z" HDPE ® 0.20% 0 IS (IN) = 14.95 (12" EX CONC S) IE (IN) = 15.13 (12- HDPE E) IE (IN) 15.00 (12° HDPE N) 18° STORM IE (OUT) = 14.95 (18" HDPE W) 1 4900-14 1125-18 EXIST CB TYPE 1 30" PVC DRAIN RIM = ??? -10 W/SOLID LOCKING LID IS (IN) = 13.72 (12" E% CONC S) RIM = 19.71 IF (IN) = 16.50 (8" EX DI W) IF (IN) = 1C89 (18° HDPE E) IE (OUT) = 13.72 (12° EX HDPE N) IS (IN) = 13.15 (12" HDPE SW) IS (OUT) = 13.28 (12° HDPE NE) IE (OUT) = 13.13 (18" HDPE N) -20 1+00 2+00 2+60 1129-18 TO 490D-14 SEE SHEET C501-6C 10 EX AT GRADE @ OF PIPE EX GRADE AT � OF PIPE r EX. POWER 12 - -- T I 46LF 8" DI 0 0.210% 44LF 8" DI @ 0,20% ' ' 476-18 11 8" EX. FW CB TYPE 1 74LF 8" DI 0 0.30% 15" STORM PROVIDE 2' SUMP 474A-18 RIM = W9 CB TYPE 1 IS (IN) = 17.05 (8° DI E) PROVIDE 2' SUMP IE (IN) = 17.44 (6" EX CI S) RIM = 1?? IE (OUT) = 17,05 (8" DI N) IE (IN) = 16.74 (8" DI E) IS (IN) = 16.74 (12 CONC S) IF (OUT) = 16.74 (12" CONC N) 47BA-18 CB TYPE 1 476A-18 PROVIDE 2' SUMP CB TYPE 1 RIM = ??? PROVIDE 2SUMP IE (IN) = 17.15 (8" SLOT DRAIN S) RIM = ??? IS (OUT) = 17.15 (8° DI W) IE (IN) = 16.97 (8" DI S) IE (OUT) = 16.96 (8" DI W) 11 +00 478A-18 TO 474A-18 SEE SHEET C501-61) WSP AC "( 3330I 9NA eX tl CALL 48 HOURS 1 I 300 w ai fetl:( Wry, 9B0012Kb BEFORE YOU DIG 1- o )431-2250 1-QDB-424-.>SrJ.> FAX: (i(6)431-E350 FAX:(�) SYM RENSION SY APPROVED MM ORIG APRON R - CENTRAL C180242 WSP SPT I 07/09/21 R&190N 30 20 10 I -10 -20 11+80 BY I APPROVED I DATE 13+00 30 20 10 I -10 EX GRADE AT @ OF PIPE -FINISHED GRADE 57LF 12 AT OF PIPE 1126-18 SADDLE MANHOLE - 48" RIM = 19.55 IF (IN) = 14.95 (12" EX GONG S) IS (IN) = 15.13 (12" HDPE E) IS (IN) = 15.00 (12" HDPE N) IE (OUT) = 14.95 (18" HOPE W) 1127-18 SAFE DRAIN RIM = 18.75 IF (OUT) = 15.12 (12` HDPE S) 14+00 30 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 -20 14+28 30 HDPE 0 0.20% 20 SUMMER - 15.18 10 9 -10 -20 -20 3+00 3+67 1127-18 TO 1126-18 SEE SHEET C501-6C BOOFF WINTER - 13.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GENERAL NOTES 1, HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-18. 4. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 5. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 6. SEE GENERAL NOTES ON SHEETS C501-1B. 7. ® UTILITY CROSSING. SEE PIPE CROSSING TABLE ON SHEET C501-6G PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-11E. 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet [CIVIL PER E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177041 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEMWNEMEMINEMIM O ichavez 08/25Y2021 C160242U N I b 07/09/21 ;501-6E C41 COMP C 180242 RTN-YD-0501-6E 30 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 20 30 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 20 EX GRADE FINISHED GRADE AT CL OF PIPE AT � OF PIPE 13 102LF 12" HDPE 0 Q30% ____ __ ___ ____ ___ ____--- 6" FIRE 103LF 12" HDPE 0 0.30% 1061-18 30" PVC DRAIN 1062-18 1060-18 24" PVC DRAIN W/ HERRINGBONE GRATE W/ HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.55 IE (IN) = 14.99 (12" HOPE N) 24" PVC DRAIN W/ HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.35 PROVIDE 2' SUMP RIM = 18.65 IE (IN) = 15.25 (12" HDPE S) IE (OUT) = 14.99 (12" HDPE W) IE (OUT) = 15.30 (12" HDPE S) IE (OUT) = 15.56 (12" HDPE N) 0+00 1+00 1060-18 TO 1062-18 SEE SHEET C501-6A & C501-68 2+00 FINISHED GRADE SEE APRON R AT � OF PIPE 14 EX AT GRADE OF PIPE 92LF 18" HDPE ® 0.209. PLANS FOR 6 CONTINUATION _ _ _ _ _ _ _ _ _ _ _ _ IL POWER AIR 30" STORM WATER 1061-18 1064-18 1065-18 30" PVC DRAIN 30" PVC DRAIN 30" PVC DRAIN W/ HERRINGBONE GRATE W/ SOLID LOCKING LID W/ SOLID LOCKING LID PROVIDE 2' SUMP RIM = 1&75 RIM = 18.76 RIM = 18.55 IE (IN) = 14.65 (12" HDPE E) IE (IN) 14.47 (18" HDPE E) IE (IN) = 14.99 (12" HDPE N) IF (IN) = 14.65 (12" HDPE S) IE (OUT) = 14.40 (18" HDPE N) IE (IN) = 15.25 (12" HDPE S) IF (OUT) = 14.99 (12" HOPE W) IE (IN) = 14.94 (12" HDPE N) IE (OUT) = 14.65 (18" HDPE W) 0+00 30 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 -20 0+00 1+00 1061-18 TO 1065-18 SEE SHEET C501-6B EX GRADE AT � OF PIPE FINISHED GRADE AT OF PIPE 12" HOPE 0 0.50%--- ---- - ---56UP 12" HDPE 0 Q50X--- --- ----100LF 1063-18 30" PVC DRAIN W/SOLID LOCKING LID RIM = 18.61 IF (IN) = 14.93 (12" HOPE W) IE (IN) = 15.04 (12" HDPE E) IE (OUT) = 14.93 (12" HDPE N) 1064-18 30" PVC DRAIN W/ SOLID LOCKING LID RIM = 18.75 IE (IN) = 14.65 (12" HOPE E) IE (IN) = 14.65 (12" HDPE S) IE IE (IN) = 14.94 (12" HDPE N) IE (OUT) = 1065 (18" HDPE W) URE 729-18 SAFE DRAIN RIM = 18.45 (OUT) = 15.44 (12" HDPE S) 1+00 1063-18 TO URE 729-18 SEE SHEET C501-6A & C501-60 WSP AC "( 3330I 9N AvenueX tl CALL 48 HOURS 1 I S 300 ai 9B0012Kb F!ID(2Wry, BEFORE YOU DIG 1- 1-QDB-424-.>JRJ.> FAX: G06)431-2250 FAX: (i(6)431-E350 SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 REVISION 30 20 10 0 30 20 10 0 30 30 20 20 SUMMER - 15.18 WINTER - 13.18 0 10 0 0 -10 -10 -20 FINISHED GRADE 5 EX GRADE AT OF PIPE AT � OF PIPE 107LF 12" HDPE ® 0.30% 15LF 12" HDPE 0 0.50% i 30 STORM 1063-18 30" PVC DRAIN ORE 727-18 SAFE DRAIN RIM = 18.45 IF (OUT) = 15.25 (12" HDPE E) W/SOLID LOCKING LID RIM = 18.61 IE (IN) = 14.93 (12" HDPE W) IE (IN) = 15.04 (12" HUFF E) OR RI RI IE IE (OUT) = 14.93 (12" HDPE N) -20 2+30 0+00 -10 -20 2+00 2+24 SEE SHEET C501-68 30 20 SUMMER- 15.18 WINTER - 13.18 BY I APPROVED I DATE 10 0 10 20 1+00 URE 727-18 TO URE 728-18 SEE SHEET C501-68 86" 15 EX SS 4DLF 12" EX HDPE ® 0.17% -65LF 12" HDPE 0 0.20% 493B CB TYPE 2 (48") VPAL RIM = 19.04 IE (OUT) = 14.54 (12" HDPE S) 49OC-14 EXIST CB TYPE 2 (48C) VPAL RIM = 19.21 IE (IN) = 14.41 (12" HDPE N) IE (IN) = 13.66 (12" EX HDPE S) IE (IN) = 16.50 (6" EX DI SW) 0+00 1+00 493-B TO 490D-14 SEE SHEET C501-6C �BOEArw" GENERAL NOTES 30 SAFE M 1, HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 20 2. THERE SHALL BE NO EXPoSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF 10 CONSTRUCTION. 3. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-16. 4. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 0 5. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE E 728-18 ACHIEVED DRAIN = 18.45 6. SEE GENERAL NOTES ON SHEETS C501-1B. (OUT) = 15.12 (12" HDPE W) 7. ® UTILITY CROSSING. SEE PIPE CROSSING TABLE ON SHEET C501-6G -10 _an 1+39 30 20 10 PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-1B. 0 490D-14 EXIST CB TYPE 1 RIM = ??? IE (IN) = 13.72 (12" EX CONIC S) IE (IN) = 16.50 (8" EX DI W) 20 0 20 40 -10 IE (OUT) = 13.72 (12" EX HDPE N) HORZONTAL: IE (OUT) = 13.28 (12" HDPE NE) Seale feet 10 0 10 20 20 VERTICAL: 1+50 scale feet R-4177042 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [CIVIL PER Ichavez082570 0 ACCEPTABILITY JDRAWN WE DM 07 09 21 SUBTITLE CURRENT REVISION SYMBOL DATE THIS DESIGN AlSTORM DETAILS C180242 OR�C 07/09/?1 SPECIFICATION IS APPROVED SPT 07 09 21 SHEET APPROVED BY DEPT. DATE JDM 07 09 21 TITLE APRON R - CENTRAL C501-6F C42 CHECKED APPROVED RENTON SITE JOB NO, C180242 COMP NO APPROVED CIVIL MASTER 11 RENTON, WA DWG NO, RTN-YD-0501-6F PIPE CROSSING TABLE CROSSING # PIPE ABOVE BOTTOM ELEVATION PIPE SIZE PIPE BELOW TOP ELEVATION PIPE SIZE VERTICAL CLEARANCE OEX STORM 14.79 12.00" STORM 14.24 18.00" 0.55' OSTORM 14.91 18.00' STORM 14.19 18.00' 0.72' O3 FIRE 15.54 6.00" STORM 14.93 30.00" 0.61' 4O STORM 12.06' 30.00" JUT 10.88 2.00" 1.18' OSTORM 15.02' 12.00" STORM 13.94 30.00" 1.08, 6O STORM 14.47' 18.00" STORM 13.82 30.00" 0.65' 7O EX WATER 15.88 8.00" STORM 14.39 12.00" 1.49' 8O EX FIRE 14.88 12.00" STORM 14.38 12.00" 0.5' 9O EX AIR 16.38 8.00" STORM 14.36 12.00" 2.02' ID STORM 17.09 12.00" STORM 16.11 15.00" 0.98, 11 STORM 16.82 12.00" EX POWER UNKNOWN UNKNOWN - 12 STORM 16.70 12.00" EX FIRE 16.02 8.00" 0.68' 13 STORM 15.41 12.00" FIRE 13.88 6.00" 1.53' 14 STORM 14.83 12.00" JUT 13.88 8.00" om, 15 EX SS 16.55 6.00" STORM 15.51 12.00" 1,04' • CROSSING PIPES HAVE LESS THAN 6" CLEARANCE BETWEEN THEM SEE NOTE 5 ON C501-6E. WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC w al fetl: Wry, 12Kb BEFORE YOU DIG )431-z300 (2 1-DOO 1-800-424-5555 FAX:(m FAX: (i(6) 431-E350 SYM RENSION SY APPROVED MM CRIS APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION BY I APPROVED I M1 i L -BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC [CIVIL PER E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177043 IN COMPLIANCE WITH CITY OF RENTON STANDARDS OEVELORIEMENOIXEERIXO ichavez 08/26/2021 O C180242UKIb 07/09/91 501-6G DMP C43 C180242 RTN-YD-0501-6G C17F C18F NOTE: TYPICAL BIORETENTION CELLS RETENTION CELLS IN NORTH ROW OF PARKING CELLS SHALL BE MIRRORED. BIORETENTION CELL LAYOUT 1 TYPICAL AT 675A, 675131 674131 674C, 672131 672C, 671131 & 671 C NQTF: TYPICAL BIORETENTION CELLS RETENTION CELLS IN NORTH ROW OF PARKING CELLS SHALL BE MIRRORED. TYR 9.0' BIORETENTION CELL LAYOUT 2 TYPICAL AT 674A & 673A C17E SCALE: 1" = 5' N C18E C17F C18F " CALL 48 HOURS I BEFORE YOU DIG 1-800-424-5555 SYM I RENSION -117-fil7i Effwn ml WSPUS4AC 3330I 9N AameS It S Ka 300 R al Way, WAWO0 2Y TEL: GPM)431-DUO FAX:(i )431d350 BY nPPROVED DATE 07 C180242 WSP SPT 09/21 REVISION Ly_� BIORETENTION LAYOUT AT 672A O C17E SCALE: 1" 5' BY I APPROVED I DATA: 2 1/2° TYP. 5' xI DRILL HOLES THRU PAVEMENT TO MATCH WHEELSTOP HOLE PATTERN. DRIVE 24" LONG REBAR THROUGH WHEELSTOP AND PAVEMENT INTO SUBGRADE. (a) BIORETENTION LAYOUT AT 671 A ^J C18E SCALE: 1" 5' C17E —1' RADIUS ttP. —PREFABRICATED WHEEL STOP TOP OF PAVEMENT ROUT SMOOTH AT TOP OF REBAR 7775Z 1' (3) W4 REBAR 2'-0" LONG PER WHEEL STOP^T SALVAGED WHEEL STOP INSTALLATION SCALE: NTS i L -BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTICC LEGEND —SAS STORM CONVEYANCE PIPE UD SLOTTED UNDERDRAIN PIPE TOP OF PONDING/BOTTOM OF FREEBOARD TOP OF SOIL/BOTTOM OF FUNDING GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501—IA AND C501-113. 4. SEE SHEETS C17E, C17F, C18E, AND C18F FOR OVERFLOW STRUCTURE INFORMATION AND CONVEYANCE PIPE INFORMATION. 5. SEE BIORETENTION LANDSCAPING PLANS ON SHEETS L501-7A THROUGH L501-7B FOR PLANTING DETAILS. 6. BIORETENTION SOIL MEDIA SHALL BE PER THE BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS PROVIDED IN REFERENCE SECTION 11—C OF THE 2017 Cltt OF RENTON SURFACE WATER DESIGN MANUAL. SEE SHEET C501-6K. 7. STREAMBED COBBLES SHALL BE PER WSDOT STANDARD SPEC SECTION 9-30.11(2) 8. EXTRUDED CURB SHALL BE WSDOT STD PLAN F-10.42-00 TYPE 6 9. INSTALL NEW/SALVAGED CONCRETE WHEELSTOP PER DEAL 5, SHEET C501-6H. 10. SLOTTED UNDERDRAIN SHALL BE SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45—DEGREE CENTERS AND COVER 1/2 OF THE CIRCUMFERENCE OF THE PIPE. OBSERVATION WELL CONSTRUCTED OF NON —PERFORATED MATERIAL SHALL BE LOCATED AT END OF PIPE. OBSERVATION PORT SHALL HAVE LOCKING CAST—IRON LID. 11. CONTRACTOR SHALL VERIFY DEPTH TO SEASONAL HIGH GROUNDWATER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DEPTH IS LESS THAN 7.5—FEET FROM EXISTING GRADE. 12. CONTRACTOR'S AS —BUILT RECORD DOCUMENTS SHALL INCLUDE IN —PLACE INFILTRATION RATE FOR EACH COMPLETE BIORETENTION CELL. INFILTRATION RATE TEST SHALL BE PERFORMED USING THE PILOT INFILTRATION TEST (PIT) METHOD AT THE FINISHED SURFACE OF THE BIORETENTION SOIL MIX WITH A MAXIMUM 6—INCH PENDING DEPTH. 13. CONTRACTOR SHALL RELOCATE AND/OR ENCASE ELECTRICAL CONDUIT IN CDF AS DIRECTED BY THE ENGINEER AND BOEING. CONSTRUCTION NOTES EXISTING PARKING STALL STRIPING WHEEL STOP EXTRUDED CURB 6" SLOTTED UNDERDRAIN. SEE NOTE 10. OBSERVATION WELL © EDGE OF ASPHALT/TOP OF FREE BOARD TOP OF PONDING/BOTTOM OF FREE BOARD TOP OF SOIL/BOTTOM OF PONDING CONVEYANCE PIPE CONNECTIONS PER PLAN ip PROVIDE 18—INCH MINIMUM WIDTH CURB CUT GRADE TO DRAIN TO BIORETENTION CELL, SEE LANDSCAPING 11 PLANS FOR TOPSOIL REQUIREMENTS. 12 NEW PARKING STALL STRIPING [CIVIL PER STORM DETAILS R-41770441 IN COMPLIANCE WITH CITY OF RENTON STANDARDS o[velOREWf WMERIW C1 C042 01-6H 07/Oaj71 RENTON SITE MASTER S 11 C 180242 I_-.... RTN-YD-0501-6H CALL 48 HOURS " I BEFORE YOU DIG 1-800-424-5555 SYM 1 RENSION ORIG I APRON R - CENTRAL BIORETENTION LAYOUT AT 673B C�17� SCALE: 1" = 5' C18F SCALE: 1 5' II wsp AC 3MI 3 0AaxIv�e Xutlt wM Re Sao0 M: (2 Wry, 1- 9B0012Kb reL: GM)431-2250 FAX: (2M)431d250 BY I APPROVED C180242I WEE I SPT ELATE 07/09/21 REVISION BY I APPROVED I DATE BIORETENTION LAYOUT AT 670A J C�18j SCALE: 1" = 5' i L -BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC LEGEND —SLS STORM CONVEYANCE PIPE UD SLOTTED UNDERDRAIN PIPE TOP OF PONDING/BOTTOM OF FREEBOARD TOP OF SOIL/BOTTOM OF FUNDING GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILRIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-1B. 4. SEE SHEETS C17E. C17C C18E, AND C18F FOR OVERFLOW STRUCTURE INFORMATION AND CONVEYANCE PIPE INFORMATION. 5. SEE BIORETENTION LANDSCAPING PLANS ON SHEETS L501-7A THROUGH L501-7B FOR PLANTING DETAILS. 6. BIORETENTION SOIL MEDIA SHALL BE PER THE BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS PROVIDED IN REFERENCE SECTION 11-C OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. SEE SHEET C501-6K. 7. STREAMBED COBBLES SHALL BE PER WSDOT STANDARD SPEC SECTION 9-30.11(2) 8. EXTRUDED CURB SHALL BE WSDOT STD PLAN F-10.42-00 TYPE 6 9. INSTALL NEW/SALVAGED CONCRETE WHEELSTOP PER DETAIL 5, SHEET C501-6H. 10. SLOTTED UNDERDRAIN SHALL BE SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45-DEGREE CENTERS AND COVER 1/2 OF THE CIRCUMFERENCE OF THE PIPE. OBSERVATION WELL CONSTRUCTED OF NON -PERFORATED MATERIAL SHALL BE LOCATED AT END OF PIPE. OBSERVATION PORT SHALL HAVE LOCKING CAST-IRON LID. 11. CONTRACTOR SHALL VERIFY DEPTH TO SEASONAL HIGH GROUNDWATER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DEPTH IS LESS THAN 7.5-FEET FROM EXISTING GRADE. 12. CONTRACTOR'S AS -BUILT RECORD DOCUMENTS SHALL INCLUDE IN -PLACE INFILTRATION RATE FOR EACH COMPLETE BIORETENTION CELL. INFILTRATION RATE TEST SHALL BE PERFORMED USING THE PILOT INFILTRATION TEST (PIT) METHOD AT THE FINISHED SURFACE OF THE BIORETENTION SOIL MIX WITH A MAXIMUM 6-INCH PONDING DEPTH. 13. CONTRACTOR SHALL RELOCATE AND/OR ENCASE ELECTRICAL CONDUIT IN CDT AS DIRECTED BY THE ENGINEER AND BOEING. CONSTRUCTION NOTES EXISTING PARKING STALL STRIPING WHEEL STOP EXTRUDED CURB ® 6" SLOTTED UNDERDRAIN. SEE NOTE 10. OBSERVATION WELL EDGE OF ASPHALT/TOP OF FREE BOARD TOP OF PONDING/BOTTOM OF FREE BOARD TOP OF SOIL/BOTTOM OF PONDING CONVEYANCE PIPE CONNECTIONS PER PLAN 10 PROTECT EXISTING PARKING LOT LIGHTING TO REMAIN 11 STREAMBED COBBLE LINED PRE -SETTLING CELL 12 PROTECT EXISTING LIGHTING CONDUIT. RELOCATE AND/OR ENCASE IN CDF AS DIRECTED BY ENGINEER. 13 GRADE TO DRAIN TO BIORETENTION CELL, SEE LANDSCAPING PLANS FOR TOPSOIL REQUIREMENTS. 14 PROVIDE 18-INCH MINIMUM WIDTH CURB CUT [CIVIL PERMIT STORM DETAILS R-4177045 IN COMPLIANCE WITH CITY OF RENTON STANDARDS YEVEIAMN ENOINEENNOO Ichavez 0825/2021 C1802421 U KIV1 07/09/21 RENTON SITE MASTER S 11 C 180242 1-- RTN-YD-0501-6J BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS 11-C.1 COMPOST Compost products shall be the result of the biological degradation and moroonnation ofunixntanhnakd biological organic materials under condolled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption, carbon dioxide generation, and sad germination and seedling vigor. Compost shall be manure with regard to its suitability for use in etormwener facilities and BMPs, post-Ponsmichon soil am.ndmen4 genes landscaping, m an erosion control ENT as defined below. Compost shall be tested at aminim=in accordance with the U.S. Composting Council'Testing Methods for the Examwation of Compost and Composing" (T'MECC), as established in &a Composting Council's "Sea] of Testing Assurance" (STA) program. Most Washington compost facilities now use these tests. All tests most be done on compost screened in specification for its Intended use. 11-C.LA SPECIFICATION 1 COMPOST 1. Compost most be produced a afacility thin is permitted by the jurisdictional health authority. Permitted comport facilities In Washington are included on a list available at mtte'/tv myweeeov/ommams/swfa/o esrail.html>. 2. Compost moat road the definition of "composted material"In WAG 173-350-100, and main comply with testing pmmcetere and other standards including not exceeding wnwainant limits identified in Table 220-B. Testing Parameters, In WAG 173-350-220; and "Physical conta dmads" (as defined In WAG 173-350-100) general less than 1%by weight (TMECC 03.08-A) tend, not an exceed 025 percent film plastic by dry weight. 3. The compost product must originate a minimum of 65 percent by volume from recycled plant waste composed of -yard debris," "crop residues," and %uffd%agents" as thine terms; are defined in WAC 173-350-IOD. A maximum of 35 percent by volume of "postconsmner food waste' as defined In WAC 173-350-100 maybe substituted for recycled plant waste. Monoliths, manure, and/or bedding straw orwood chips or shavings containing animal exereBi are net allowed. 4. Wood wines from chemically treated lumber and manufactured wood products containing adhesives or any other chemical is not allowed; painted and stained wood are not allowed; and only sawdust Down virgin lumber allowed. No other toxic or otherwise handful rnat is are allowed. 5. For high -density residential subdivision development, mulfi famity, commercial, and industrial projects, and roadprojects considered high ADTpribuds,t the Manufacturer re- Vmdo shall Provide To the end buyer a list of feeddr ck bourns by percentage by volume In the two compost protlud. 6. Compost shag have a moisture content that has no visible five water or dust produced when handling the material. a Cann uaw a 4enw el In Bellew 1, 2, we A SWAM %Ciro 1.2.8.1. Su eadon A'BasicbeC Towa ne,t Area, RaquireriTualmant Menu- 2017 City ofRemen Surface Water Deem Mosul IMM16 11C-1 REFERENCE II: MAcHiRALS 7. Compost shall have an organic matter content of40 percent to 65 percent by dry weight as ddermived by loss of ignition test method ASTM D 2974, or by U.S. Composting Council TMECDC 05.07A -Lows-On-Ignition Organic Matter Method NJOH." 8. Compost shell haw a carbon in nitrogen ratio below 25:1, although the carbon in nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native in the Pugd Sound Lowlands region. The carbon to nitrogen TWO shall be calculated on a dry weight basis using TMECC 5.02A ("Carbon to Nitrogen Ratio'), which uses TMECC 04.01A, "Organic Cabon" divided by the dry weight of Total N" (TMECC 04.02D). 9. Compost pH shall be between 6.0 and 8.5 when hated In accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH." 10. Soluble silt content shell be lees than 4.0dS/m(mmhoa/can) when boded in woordence with U.S. Composting Council TMECC 04.10 "Electrical Conductivity, 1:5 Slurry Method, Mass Basis" 11. Compost maturity indicators from a member bioassay (TMECC 05.05-A "Germination Seedling Emergence and Relative Growth) mod be greeter Nan 805s for both emergence and vigor"). 12. Stability shell be 7-mg CO2-C/gOM/day m below in as determined by U.S. Comprising Council TMECC 05.08-B 'Cuban Dioxide Evolution Rate," in establish low oxygen use and low CO2 generation Wow. Compost shell be seemed in the Five Compost size gradation specification in Section I -C. IC of this Reference. 11-C.1.11 SPECIFICATION 2 COMPOST 1. Specification 2 Compost manufexuring, feedstocks, and testing are all identical to Specification I Compost except thin: a) Amaximom of 35 percent by volume ofbiosolids or manors may be substimed for recycled plant wade. b) Compost may before" comae gradation depending on use and need TO meet other screened material quality criteria of Carbon to Nitrogen ratio may be up to 40:I for gearae compost in be used a a surface mulch host to a soil mix). 11-C.LC COMPOST SCREENING SIZE GRADATIONS Where compost gradation is specified, it mod meet the following size gradations when ststed in accordance with the U.S. Composing Council "Ted Methods for the Examination of Compost and Composting" (TMECC) Test Method 02.02-B. Fine Compost shall meet the following gradation by dry weight: Minimum percent pawing 2"sieve 1000/o Minimum percent passing)" sieve 99a/o Minimum percent passing 5/8"sieve 90% Minimum pement passing 1/4"sieve 75% Coors Compost shell meet the following gradation by dry weight Minimum Percent passing 3" sieve 100•h Minimum Percent passing I" sieve 90% Minimum Percent passing 3/4" sieve 70% Minimum Percent passing 1/4"since 4094 1VIM16 2017 Cary oHwwbe Surfiu Water Design Maul 11C-2 11-C.LD COMPOST ACCEPTANCE REQUIREMENTS The Contractor shall submit the following information in the King County Department of Permitting and Envimamental Review (DRIER) Engineer for approval: 1. If the manufacturer is nor exempt under Table 220-A,'Terms and Conditions for Solid Wasm Permit Exempfions," a copy of the Solid Waste Handling Pemdt issued to the compost manufacturer by the Jurisdictional Health Department in accordance with WAG 173-350 (Minimum Functional Standards for Solid Waste Handling) or for biowlids compos s a copy of the Coverage Under the General Permit for Biosofids Management issued to the mamrfactuar by the Department of Ecology in accordance with WAG 173-308 (Biowlids Management). 2. The Applicant shall provide written verification and lab analyses that the maedal complies with the processes, testing, and standards specified in WAG 173-350 and these Specifications. An independent Sea] of Testing Assumnee (STA) Program certified labmdmy2 or a laboratory accredited by WA Emlogy3 for the specified methods shall perfomr the analyses. Lab analysis "I be for the compost delivered on site for project use. 3. A copy of the STA laboratory's Sml of Testing Assurance STA certification as issued by the U.S. Composting Council, or a copy of the EcologyHoertified labomtery's accreditation for the specified methods. 11-C.2 BIORETENTION SOIL MIX SPECIFICATIONS Follow the specification below for the approved defuela bioseteedon soil mix. Alterations in this specification require an approved adjustment. 11-C.2.A DEFAULT BIORETENTION SOIL MIX Businessmen Sod Mix (BSM) shall be a well -blended homogeneous mixture ofI iordention Mineral Aggregate and I imekntiw Compost measured on a volume basis composed of. • 35 W 40percent byvohaw Specification 1 Compost per Section H-C.LA above and Section I IC.2.11 below. • 60 to 65 percent bywhrme Biordmtion Mineral Aggregate per Section 11C.2.0 below. Projects which prefer to create a custom Biormention Soil Mix rawer than using the default requirement above must demonstrate compliance with criteria Be described In Ecology's Stor immear Management Manual for Western Washington (2014) Volume V- RunmF Transient BMPs, except that my moo stringent compost criteria required by this Reference I IC are applicable. 11-C.2.B BIORETENTION COMPOST Bio dantion Compost shall be Specification 1, Fine Compost per Sections; I IC.IA and I ICAG of this Reference. Fine Specification 1 Compost shall be used for Biordenfion Soil Mix and for any compost used W normal bioretentlora cell soil. x A IN d STA ceNfid! awwwres ran be routs atglwl/mnrmammncil.oMeW>. a Alit of WA Prawn acne fted laboratories ran be basic d<nnwxww.ew..w.awiolmramMeamaese. only iabomtaka Passed by see apex Aw meenwm may as Waal Wcoupon wing. 2017 City ofReaton Surface Water Daipy Manual 1XV1016 nra 11-C.2.0 11-C<3 Aggregate Gradation SOIL MIX AGGREGATE The following Bible Provides a gradation guideline for the aggregate component of Biorekntion Soil Mix specification In weaken Washington. This sued gradation is often supplied in a well -graded utility in screened With compost, this blend provides enough fines for adequate water retention, hydraulic conductivitywithin recommended range (ace below), pollutant removal capability, and plant growth characteristics for meeting design guidelines and objectives. TABLE lIC.2.A BIORETENTION SOD. MIX MINERAL AGGREGATE GRADATION 81eve S Percent Passing M. 100 #4 95-100 #to 75--90 #40 25 #100 4-10 #200 2< Whom existing aids meet the above aggregate gradation, those soils may be amended rather flow importing mineral aggregate. MULCH Mulch may only be composed of either chipped wood as defined in Section 11C.3A, or compost as defined In Section I IC.3.B. Mulch may not be made of synthetic materials Including but mot limn edbe recycled tire material, vmgm rubber mineral, plastics; or preen postaonsumer cardboard. ilQeww�c�\7151]7��),'[g g 1 III' ull al Arbmid Wood Chip Mulch shag be coarse ground wood chips (appmximately 1/2" in 6" along the longest dimeoeion) derived from the mechanical grinding or shredding of the above -ground psonaws of5aea. It may woman wood, wood fiber, bank branches, and leaves, but may ram contain visible=n bof ad. It shall be free of weeds and weed seeds including but not limited to plank on the King County Noxious Weed list available at: < kingcomty vog /weeds>, and shall be free of invasive plant portions capable ofre-spmab ing, Including but not limited to horsetail, ivy, clematis, knotweed, me. It may not contain more than 0.5%by dry weight of manufactured inert material (plastic, concrete, ceramics, metal, eteJ. Arboreal Wood Chip Mulch, when tested, shall meet Die following Imse volume gradation: TABLE 11-C.3.A ARBORIST WOOD MULCH GRADATION $is" Size Percent Passing l inch 100 r 95-100 1" R 100 51B Od0 No.4 0-30 REFERENCB I IC: BIOREIENTION SOd MEDIA STANDARD SI'ECMCAITONS Prior in delivery, the Applicant shall provide the following: L The source of the product and species of trees included in it; 2. A move analysis verifying the product meets the above size gradation requirement; 3. ArepreamBi w sample of the product for County approval. 11-C.3.11 COMPOST MULCH SPECIAL REQUIREMENTS • Compost Mulch fan Biorekntion must mat the Specification 1 compost requimwxms of Section 11-C.I.A, except that the gredntim must be Come Compost per Section 11C. LC • Compost Match for other feciliecs and DMPs mud meet tither Specification l or Specification compost of Section 11-C.LA or 11C.13 respectively, except that the gradation must be Come Compost per Section 11-C.LC. 2017 City ofRenwn Surface Water Design Maud lV1f2016 TABLE 611 UNDERDRAIN AGGREGATE Sim Sirs Percent Passing Minch 100 percent A inch wtompearcont U.S. No. 8 20 to 50 percent U.S. No. 50 3 to 12 percent U.S. No. 200 0 to 1 Percent 6.8.1.2 INSTALIATION EBoavatlon Soil compaction can lead to facility failure; accordingly, minimizing compaction of the base and sidewalls of the Indexation area is critical. Excavation should never be allowed during wet or saturated conditions (compaction can reach depths of2.3 fed during we conditions and mitigation is likely net be possible). Excavation should be performed by machinery operating adjacent to the biordention facility and no heavy equipment with narrow tracks, narrow tires, or large lugged, high pressure tires should be allowed on the bottom of the biowwdion facility. If machinery must operate in the biondention cell for excavation, use light weight, low groundoiontact pressure equipment and rip the base at completion to refracnue soil to a minimum of 12 inches. Ifmachivery operates in the facility, subgrade infiltration mks must be field Wood and compared to design now. Failure to mad or exceed the design infiltration rate will require revised engineering designs to verify achievement of treatment and flow control benefik that were estimated in the Stormwater Site Plan. Prior to placement of the biorchantion soil mix, the finished subgrade shall: • Be scufiedm ammmum depth WIFE inches. • Have my sediment deposited from constmetim mnoffremoved. To remove all introduced sediment, subgmde soil should be removed to a depth of 3-6 inches and replaced with bionromen soil min. • Be inspeotedbythe responsible engineer teverlfyrequired subgrade condition. Sidewalls of the facility, beneath the surface of the biordention and mix, can be vertical if sod stability is adequate. Exposed sidewalls of the completed bioreteation area with Incrustation soil mix w place should be no steeper Nan 3H:IV. The bottom of the facility should be fat. Soil Placement Orik soil mixing or placement shall not be performed ifbicrekvtion soil mix or subgrade soil is s wended. The biorekntion soil mixture should be placed and graded by machinery operating adjacent be the bioatention facility. If machinery must operate in the bionetention cell for soil placement use light weight equipment with low groundconBict pressure. If machinery operates in the facility, subgrade infiltration mks must be field tested and compared to design rates. Failure to used or exceed the design mfiltivion rate will require revised mgweering designs to verify achievement oftrea[men[ and Now control benefits that were estimated In the Stermwater Site Plea The sell mixture shall be placed in horizontal layers not to exceed 12 inches per lift for the entice ass of the bimmmtion facility. Compact the bioretention soil mix te a relative compaction of 85 percent of modified maximum dry density (ASTM D 1557). Compact m can be achieved by boot packing (simply walking over all areas of each lift), and then apply 0.2 Inches (0.5 cm) of water per 1 Inch (2.5 cm) ofbioretevfim soil mix depth. Water for addling should be applied by spaying or sprinkling. Temporary Erosion and Sediment Control (TESC) Controfiwg erosion and sediment are most difficult during clearing, grading, and crosWct accordingly, minimizing site disturbance to the grown extend practicable is the most effective sediment management During comwmmction: • Biorelention facilities should not be used We sediment control facilities and all drainage should be directed away from biordmtion facilities after initial rough grading. Flow can be directed away font the facility with temporary diversion swales or other approved protection. Ifwaoduchon of construction Banff cannot be avoided We below for guidelines. • Construction on beretradonfacilities should not begin will all contributing drainage area are stabilized according to erosion and sediment control BMPs and to the satisfaction of the engineer. • If the design includes curb and goer, the curb cuts and inlets should be blocked=61 bioretention ail mix and mulch have been placed and planting completed (when possible), and dispersion pads are In place. Every effort during design, mns bon sequencing and covstrvction should be made in prevent sediment from marring bicretmtiov facilities. However, bimeteution areas are often distribmed throughout the project area and can Pasant unique challenges during construction. Erosion and sediment control practices moat be inspected and maintained on a agular basis. Li;Ig OO Ifusing the default biordention soil mix, pre -placement laboratory analysis for awarded hydraulic conductivity of the btorekntiov soil mix is am required. Verification of the mwmd aggregate gradation, compliance with the compost specifications, and the mix moo must be provided If wing a custom bidesention soil media, verification of compliance with the minimum design criteria cited show far such custom muse maybe provided. This will require laboratory stating of the material Nat will be used in the installation. Testing "I be performed by Seal of Testing Assurance, AASHTO, ASTM or ad=standards organizffiion accredited laboratory with current and maintained certification. Samples for testing must be supplied from the bioretention soil mu that will be placed in the bioretension areas. If testing infiltration ones is necessary for poetconatm um verification use the Prim Infiltration Test (PH) method or a double ring infhltromder test (or other smalladde testing allowed by the local government with jurisdiction). If wing the PIT method, do net exwvete hiordention Wait mu (conduct test at level of finished bioeleation soil mix elevation), use a maximum of inch pending depth and conduct test before plains are installed NOTES: 1. SPECIFICATIONS SHOWN HERE ARE FROM THE CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL 2017. R-41770461 IN COMPLIANCE WITH CITY OF RENTON STANDARDS "( WSP US4AC pEVELOPMFMEXOIXFEPoXn 1 WI9N Aveme South 1VIM16 2017 Cary ofRdwe Sordid Water Desp Mmnal CALL 48 HOURS BSawuie aaa 11Ca I V I L P E R M I ichavez 08/25/2021 retler3 Way, WA9a0a12Rb BEFORE YOU DIG TEL:(2osi 431-DOO 1-800424-5555 FAX: (206) 431-2250 SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SVIETTIE CURREM REVISION SYMBOL rr DATE ACCEPTABILITY JDM 07 09 21 STORM DETAILS C180949 �R V 07/09/21 ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 �¢N ?. T THIS DESIGN AND/OR H K R�.E w'RG SPECIFICATION IS APPROVED SPT 07/09/21 Sr E_T BOE/NG® y °=mTI� APRON R - CENTRAL C501-6K C46 APPROVED BY DEPT. DAIS JDM 07/09/21 CHECKED APPROVED RENTON SITE JOB NO, C180242 COMP Nu APPROVED DWG NO, CIVIL MASTER `, 11 RENTON, WA RTN-YD-0501-6K 12" 12" WIDTH VARIES - SEE PLAN 12" 12" S g 1 2 1111 g - S �IIIIIII II II III-' NOTE: THE TYPICAL SECTION SHOWN HERE MAY NOT REFLECT EACH INDIVIDUAL BIORETENTION CELL. STRUCTURE LOCATION AND UNDERDRAIN LOCATIONS VARY. SEE PLAN VIEWS. (2:) TYPICAL BIORETENTION SECTION C501-6H SCALE: NTS NOTE: THE TYPICAL SECTION SHOWN HERE MAY NOT REFLECT EACH INDIVIDUAL BIORETENTION CELL. STRUCTURE LOCATION AND UNDERDRAIN LOCATIONS VARY. SEE PLAN MEWS. SCALE: NTS WSP AC "( 3330I 9NA e tl CALL 48 HOURS 1 I 300 w al fetl:( Wry, 900012Kb BEFORE YOU DIG ref:(9 1- -800-424-5555 )431-2250 FAX: (i(6) 431-E350 SYM RENSION SY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION BY I APPROVED I DATE i L_BOEArw" I I I II I I I1 I I� � I� � IIII_1 I IIIIIII-,III NOTE: THE TYPICAL SECTION SHOWN HERE MAY NOT REFLECT EACH INDIVIDUAL BIORETENTION CELL. STRUCTURE LOCATION AND UNDERDRAIN LOCATIONS VARY. SEE PLAN VIEWS. TYPICAL- BIORETENTION SECTION C501-6H SCALE: NITS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPRDVED�PTTC GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-IA AND C501-1B, 4. SEE SHEETS C17E, C17F, C18E, AND C18F FOR OVERFLOW STRUCTURE INFORMATION AND CONVEYANCE PIPE INFORMATION. 5. SEE BIORETENTION LANDSCAPING PLANS ON SHEETS L501-7A THROUGH L501-7B FOR PLANTING DETAILS. 6. BIORETENTION SOIL MEDIA SHALL BE PER THE BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS PROVIDED IN REFERENCE SECTION 11-C OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL, SEE SHEET C501-6K. 7. 4" STREAMBED COBBLES SHALL BE PER WSDOT STANDARD SPEC SECTION 9-30.11(2) 8. SLOTTED UNDERDRAIN SHALL BE SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45-DEGREE CENTERS AND COVER 1/2 OF THE CIRCUMFERENCE OF THE PIPE. OBSERVATION WELL CONSTRUCTED OF NON -PERFORATED MATERIAL SHALL BE LOCATED AT END OF PIPE. OBSERVATION PORT SHALL HAVE LOCKING CAST-IRON LID. 9. EXTRUDED CURB SHALL BE WSDOT STU PLAN F-10.42-00 TYPE 6 10. INSTALL NEW/SALVAGED CONCRETE WHEELSTOP PER DETAIL 5, SHEET C501-6H. 11. CONTRACTOR SHALL VERIFY DEPTH TO SEASONAL HIGH GROUNDWATER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DEPTH IS LESS THAN 7.5-FEET FROM EXISTING GRADE. 12. CONTRACTOR'S AS -BUILT RECORD DOCUMENTS SHALL INCLUDE IN -PLACE INFILTRATION RATE FOR EACH COMPLETE BIORETENTION CELL. INFILTRATION RATE TEST SHALL BE PERFORMED USING THE PILOT INFILTRATION TEST (PIT) MENHOD AT THE FINISHED SURFACE OF THE BIORETENTION SOIL MIX WITH A MAXIMUM 6-INCH PONDING DEPTH. 13. UNDERDRAIN AGGREGATE SHALL BE PER TABLE FBALC OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. 1C IMPERMEABLE GEOMEMBRANE LINER SHALL BE UV RESISTANT, HAVE A MINIMUM THICKNESS OF 30 MILS. LINER SHALL BE INSTALLED WITH A MINIMUM OF 12-INCHES OF COVER. CONSTRUCTION NOTES 1� TOP OF FREEBOARD TOP OF ECHOING TOP OF BIORETENTION SOIL MIX ® 18" MINIMUM DEPTH BIORETENTION SOIL MIX 4" MINIMUM DEPTH STREAMBED COBBLES HAND PLACED ON BIORETENTION SOIL MIX. © UNDERDRAIN AGGREGATE 7� EXTRUDED CURB OR WHEEL STOP PROVIDE BEVELED EDGE AT 2" DEPTH EXISTING ASPHALT 6" SLOTTED UNDERDRAIN PIPE PER ASTM D 1785 SCH 40. SEE NOTE 8. 10 IMPERMEABLE GEOMEMBRANE LINER SHALL BE PROVIDED IF FIELD VERIFIED DEPTH TO SEASONAL HIGH GROUNDWATER TABLE IS LESS THAN 7.5-FEET FROM EXISTING GRADE OR AS DIRECTED BY ENGINEER. 11 CB TYPE 1 W/BEEHIVE GRATE OVERFLOW STRUCTURE. RIM OF OVERFLOW STRUCTURE AND TOP OF PONDING SHALL BE SET AT 6-INCHES BELOW THE TOP OF EXISTING ASPHALT. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO INSTALLING OVERFLOW CONVEYANCE STRUCTURES. 12 BACKFILL 2-FOOT WIDE ELEVATED UNDERDRAIN TRENCH WITH NATIVE SOILS COMPACTED TO 95% OF MAX DENSITY PER ASTM D1557 [CIVIL PER STORM DETAILS R-41770471 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENOINEPAINO ichavez 08/25/2021 C180242 i01-6L C 180242 1 WW RTN-YD-0501-6L 07/09/21 MASTER RENTON SITE 111 n En V C LLl ■ I I ■ F MIN #4 EPDXY COATED REBAR 0 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) M4 EPDXY COATED REBAR 0 3.5" EA WAY (4 PLACES) PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYR) �24" NYLOPU+ST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR #4x4.5' EPDXY COATED REBAR TYR. TOP & BOTTOM (4 PLACES) 3" MIN (TYR) 24" x 20" FRAME W/BASE PLATE PLAN VIEW 10' MIN �10' MIN 30" CIRCULAR FRAME PLAN VIEW XY COATED REBAR C.C. EA. WAY, TOP & BOTTOM, OTHERWISE NOTED EPDXY COATED DEBAR EA. WAY (4 PLACES) FOXY COATED REBAR TYP. BOTTOM (4 PLACES) CULAR FRAME CAST NCRETE COLLAR DOWELED JCTION JOINT AT ER (TYR) �10' MIN 10 MIN _ 7 f���7ff=ffl \\_-// 30"x30" SQUARE FRAME PLAN VIEW #4 EPDXY COATED DEBAR 0 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (2) #4 EPDXY COATED DEBAR 0 3.5" EA. WAY (4 PLACES) ¢4x4'-6" EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) -30"x3O" SQUARE FRAME CAST INTO CONCRETE COLLAR -PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) MIN (TYP) 24' NYLOPLAST BASE PLATE AND PROVIDE DOWELED 24" x 20" FRAME CAST INTO PROVIDE DOWELED 2-1/2" MIN CLR (TYP) PROVIDE DOWELED 2-1/2" MIN CLR (TYP)CONSTRUCTION CONCRETE COLLAR CONSTRUCTION CONSTRUCTION CEMENT JOINT (TYR) CEMENT CEMENT JOINT (TYP) CEMENT CEMENT JOINT (TYR) CEMENT CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE PAVEMENT WAY, EPDXY COAT D 14.5" PCC PAIF= WMENT -CONCRETE J PAVE WAY®EPO%YO COATED 14.5" PCC PAVEMENT PAVEMENT WAY®EPDXY COATED 14.5" PCC PAVE- EMENT p '- 12° CSBC' i -'T 1" MIN 2" MAX 12' LSBC DIAGONAL 4 BARS 2-1/2" MIN CLR (TYR) 2-1/2` MIN CLR (TYP) 2-1/2" MIN CLR (TYR) 2-1/2" MIN OUR (TYP) DIAGONAL #4 BARS 30' FRAME CAST INTO CONCREFE COLLAR DIAGONAL #4 BARS AC-30. 36' NYLOPLAST BASE PLATE AND 24" PVC DRAIN VOO" FRAME CAST INTO CONCRETE COLLAR 30" PVC DRAIN PVC DRAIN SECTION 1A SECTION 113 SECTION 1 C 5' MIN 24"x24" SQUARE FRAME CAST INTO CONCRETE ,COLLAR 1E �❑I J \J MIN L - - #4 EPDXY COATED DEBAR 0 10" O.C. EA, WAY 2 1/2MIN (TYP) 24"x24" SQUARE FRAME PLAN VIEW 6" PCC PAVEMENT SECTION WITH 6" CSBC #4 0 10" O.C., EA WAY, EPDXY COATED 2-1/2" MIN CLR (TYP)� / \ FINISHED GRADE EXISTING CB TYPE 2 W/SQUARE SECTION 1 E ADJUSTMENT SECTIONS AS REQUIRED CONCRETE COLLAR NOTES: L CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PANNG PLANS. 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR ADDITIONAL INFORMATION. 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-1B. �10' MIN ��IFI 10' MIN ITT y VVIIi❑ 3" RECTANGULAR FRAME PLAN VIEW W4 EPDXY COATED RERAN 0 12" O.C. EA. WAY, TOP & BOTTOM, JNLESS OTHERWISE NOTED ;3) #4 EPDXY COATED REBAR 9 3.5" EA WAY (4 PLACES) 10' )<'4x4' EPDXY COATED REBAR TYP. MIN TOP & BOTTOM (4 PLACES) 1G I 14" x 20° FRAME CAST NTO CONCREFE COLLAR 3ROVIDE DOWELED DONSTRUCTION JOINT AT 'ERIMETER (TYR) N (TYP) PROVIDE DOWELED CONSTRUCTION JOINT (TYR) CEMENT 2-1/2" MIN CLR TYP) CONCRETE 1 PAVEMENT, { 7DIAGONAL #4 BARS 145" PCC- I S ro: - 12 CSBC '. 2 1/2" MIN CLR (TYP) EXISTING TYPE 1 CATCH BASIN TO BE ADJUSTED TO GRADE #4 EPDXY COATED REBAR SECTION 1 F BOTTOM,OUNLESS OTHERWISE NOTED u IAc MODIFIED CONCRETE COLLAR DETAILS 3M=� C50j �1SCALE: NTS a ArYrv, CALL 48 HOURS r aI WW, WAWOo 2MC C501-58 BEFORE YOU DIG reL:(m5)431-BOO C501-5C 1-800424-5555 FM: F�1431-2250 SYM RENSION SY APPROVED ME SYM REVISION BY APPROVED MTE CRIS APRON R - CENTRAL C180242 I WSP I SPT 07/09/21 �10 MIN t -Hf �1-1 TT ITT �I �j''�-�-+��TT + I f I TT 3° 24%24" SQUARE FRAME PLAN VIEW #4 EPDXY COATED REBAR 0 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR 0 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR ttP. TOP & BOTTOM (4 PLACES) 24'x24" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) N (TYP) #4 0 12" O.C., EA CEMENT CONCRETE PROVIDE DOWELED WAY, EPDXY COATED CEMENT CONCRETE CONSTRUCTION JOINT (TYR) PAVEMENT II 2-1/2' MIN CLR (TYR) 14.5" PAVEMENT PCC 0.5° c MIN 2-1/2" MIN CLR (TYP)JTj DIAGONAL #4 BARS SECTION 1 G AIRCRAFT RATED SDMH TYPE 3 W/SQUARE ADJUSTMENT SECTIONS AS REQUIRED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC 1D �10' MIN MINI' t �\ O #4 EPDXY COATED DEBAR 0 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED -(3) #4 EPDXY COATED REBAR 0 3.5" EA WAY (4 PLACES) �#44' EPDXY COATED REBAR TYP. JTOP & BOTTOM (4 PLACES) �24" CIRCULAR FRAME CAST INTO CONCRETE COLLAR 1 PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYR) 24" CIRCULAR FRAME PLAN VIEW If4 0 12" O.C., EA CEMENT CONCRETE PROVIDE DOWELED WAY, EPDXY COATED CEMENT CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT PAVEMENT 2-1/2" MIN CLR (TYR) 14.5" PCC r7 a.G 20.5° •6 a.e MIN J_ - MIN BC, 2-1/2" MIN CLR (TYR)-J -V� I -V� DIAGONAL4 BARS AIRCRAFT RATED SDMH TYPE 3 W/CIRCULAR ADJUSTMENT SECTIONS AS REQUIRED SECTION ID PIPE BEDDING NOTES: 1. ALL SACKFUL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEETS C501-IA AND C501-1B. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. MINIMUM COVER OVER PIPE AS SHOWN IS REQUIRED TO PREVENT BOTH SHORT AND LONG TERM DEFLECTION DUE TO LOADING ON HOPE PE3408 WITH AN SDR OF 17 AND THE DESIGN LOADS SHOWN ON SHEET C501-1C. CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF THE MINIMUM TEMPORARY COVER REQUIREMENT CANNOT BE ACHIEVED. 5. VARIABLE HIGH GROUND WATER CONDITIONS ARE PRESENT THROUGHOUT THE SITE. DEPTH TO GROUNDWATER IS TIED TO LAKE WASHINGTON WATER LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION. SEE DETAIL ON SHEET C501-6L FOR PIPE ANCHORING REQUIREMENTS. I 981 21m, F:TKa,1011DIa 6" MIN PIPE OUTSIDE 6" MIN GEOTE%TILE FOR AS REQUIRED FOR OVEREXCAVATION. SEE NOTE 2. QUARRY SPALLS FOR AS REQUIRED FOR OVEREXCAVATION. SEE NOTE 2. 1 TYP. PIPE BEDDING SECTION C501-GA SCALE: INTO �-6 C501-6B C501-6C C501-6D 9Aacra,ImizKyiKn,Nn111111! (HOPE) PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS & • 14 1/OVER ° MIN SEE NOTES m o 9 1/2° MIN 6" MIN MIN TRENCH WIDTH FOR PIPE DIAMETER < OR 15", WIDTH = PIPE DIA + 30" FOR PIE DIAMETER > 15"; WIDTH = (PIPE CIA X1.5) + 18" [CIVIL PERMIT E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' PIPE OUTSIDE MIN 12" MIN _ OVEREXCAVATION AS REQUIRED SEE NOTES (TYR) PIPE BEDDING PER WSOOT 9-03.12(3) R-41770481 IN COMPLIANCE WITH CITY OF RENTON STANDAROS C180242 U KID 07/09/91 501-6M DMP C48 C 180242 RTN-YD-0501-6M PIPE ANCHORING NOTES: 1. VARIABLE HIGH GROUND WATER CONDITIONS ARE PRESENT THROUGHOUT THE SITE. DEPTH TO GROUNDWATER IS TIED TO LAKE WASHINGTON WATER LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION. SEE STORMWATER PROFILES ON SHEETS C500-6C THROUGH C500-61) FOR PIPE INVERT AND SEASONAL LAKE ELEVATIONS. 2. PRE -CAST CONCRETE PIPE ANCHOR OR ENGINEER APPROVED EQUIVALENT ARE REQUIRED ON ALL OUTFALL PIPES AT 10'-0" CENTER BEGINNING AT 5'-0" FROM THE DOWNSTREAM END OF PIPE. CONTRACTOR SHALL PROVIDE EQUIVALENT CONCRETE ANCHORS TO MEET THE MINIMUM WEIGHT REQUIREMENTS SHOWN. ANCHORS SHOULD BE SIZED APPROPRIATELY WITH REGARD TO WEIGHT REQUIREMENTS AND METHOD OF INSTALLATION. 3. ADDITIONAL ANCHORING MAY BE REQUIRED FOR EMPTY PIPE INSTALLED BELOW THE SEASONAL GROUND WATER TABLE. MINIMUM COVER DEPTH OVER PIPE AS SHOWN IN TABLE MUST BE ACHIEVED -OR- APPROVED PIPE ANCHORING SYSTEM INSTALLED PRIOR TO EXPOSING EMPTY PIPE TO FULLY SUBMERGED GROUNDWATER CONDITION. REINFORCED PRECAST CO HOPE PIPE ADD Pi BETWEEN CONCRET ANCHOR AND PIPE 1" MIN. DIAMETER LOCKING BOLTS FOR HOISTING C C C501-6B C501-6C HDPE PIPE MINIMUM ANCHOR REQUIREMENTS DIMENSIONS (INCHES) PIPE O.D. 36 30 24 18 12 A 60 50 40 30 24 B 29 24 19 14 11 C 23 24 24 25 17 MINIMUM REQUIRED ANCHOR WEIGHT (LBS/EA) ANCHOR 0 10' OC 3500 2450 1600 "1 400 MINIMUM REQUIRED SOIL DEPTH (INCHES) D (SOIL DEPTH) 15 1/2 15 1/2 15 1/2 15 1/2 15 1/2 Dd (DRY SOIL) 12 12 1 12 1 12 1 12 C501-6D PIPE CONCRETE COLLAR N T w A `O" RING 12" QUARRY MANHOLE RING AND COVER PER WSDOT STD PLAN B-30.70-03 BLAXRL 1500 iE RID �/\//I SEPARATE BASE INTEGRAL BASE AIRCRAFT RATED TYPE 3 MANHOLE C501-68 SCALE: NITS \1—/ C501-6C APRON R FINISHED GRADE FRAME AND GRATE 24" TYR C4 x 30" EPDXY ' - - COATED REBAR (8 PLACES) qb PAINT RED BLOCK PAINT WHITE BACKGROUND LETTERS SIZED TO FIT DRAINAGE STRUCTURE AVAILABLE SPACE TYP. 2" CLR VALVE BOX 041 VALVE BOX INSTALL AS CLOSE TO (TYP) SEE DETAIL C>-( INSTALL AS CLOSE TO STRUCTURE AS POSSIBLE STRUCTURE AS POSSIBLE } VALCOM POSITION INLET PIPE FROM OUTLET PIPE .r X INDICATOR MODULAR WETLAND TO OUTFALL VALVE BOX LID SEE DETAIL PAINT MARKINGS BENEATH LID TIDEFLEX CHECKMATE UPSTREAM CLAMPED CHECK VALVE OR TIDEFLEX CHECKMATE DOWNSTREAM APPROVED SIMILAR. CLAMPED END CLAMPED CHECK VALVE OR TOWARDS DRAINAGE STRUCTURE APPROVED SIMILAR. CLAMPED END FOR MAINTENANCE ACCESS. TOWARDS DRAINAGE STRUCTURE FOR MAINTENANCE ACCESS. NOTES: 1. TIDEFLEX CHECKMATE INLINE CHECKMATE SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. 2. INSTALL INURE CHECK VALVE AS CLOSE TO NEAREST DRAINAGE STRUCTURE AS POSSIBLE FOR MAINTENANCE. 3. THE CLAMPED END OF THE INLINE CHECK VALVE TO GO TOWARDS THE NEAREST DRAINAGE STRUCTURE FOR REPLACEMENT OF CHECK VALVE IF NECESSARY. C VERIFY SIZES OF PIPES AND REQUIRED INLINE CHECK VALVE SIZE WITH MANUFACTURER BEFORE INSTALLATION. SCALE: NTS WSP AC "( 3330I 9N AxmeX tl CALL 48 HOURS 1 I 300 w aI fe Wry, 12Kb BEFORE YOU DIG L: (Z 1-BOO 1-QDD-424-.>JrJ.> FAX: QM)431-2250 FAX: (i(6)431-E350 SYM 1 RENSION BY APPROVED DATE ORIG I APRON R - CENTRAL C1802421 WSP I SPTI 07/09/21 e7c&M1T UPPER VALVE BOX LOWER VALVE BOX SEE ABOVE DETAIL FOR PAINT MARKINGS UNDERNEATH VALVE BOX LID VALVE BOX LID SEE DETAIL TYPICAL PAVEMENT SECTION p. i a z� 00 2" AWWA NUT o � I y� wn VALCOM LOW PROFILE 'ate c`i POSITION INDICATOR c CIRCULAR ADJUSTMENT SECTION REINFORCED FLAT SLAB TOP CHANNEL AND SHELF CSBC REINFORCING STEEL UPPER VALVE BOX o CORE DRILL AND KOR-N-SEAL BOOT SD o VALVE BOX TO o OLYMPIC FOUNDRY VBU-8215 OR SIMILAR w "SD" TEXT ON LID CAST IRON 5 J" SLIP TYPE VALVE BOX OR SIMILAR TYP. 6" MIN VALVE BOX AND LID CRUSHED ROCK BASE COURSE — TRUMBELL VALVE EXTENSION SEE TYPICAL PAVEMENT SECTIONS STORM VALVE C501-6C SCALE: NTS REVISION I BY I APPROVED I DATE �BOE LOWER VALVE BOX ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC 12" PLAN VIEW CONCRETE COLLAR s STEPS OR LADDER MIN \RATION IT SHAPED KNOCKOUT I (STING JOINT MANHOLE RING AND COVER PER WSDOT STD PLAN B-30.70-03 CIRCULAR ADJUSTMENT SECTION — REINFORCED FLAT SLAB TOP PRECAST REINFORCED 24:1 CONCRETE SECTION SLOPE FORM CONCRETE BASE / AND CHANNEL IN FIELD SCOPE _ I I "U" SHAPED MANHOLE KNOCKOUT TO INSTALL MANHOLE OVER EXISTING PIPE. PROVIDE 2" MIN CLEARANCE AROUND PIPE AND GROUT. F OF EXISTING PIPE. TOM HALF TO REMAIN MANHOLE CHANNEL BIAXIAL 1500 GEOGRID T OR CAST -IN CONCRETE SLAB SECTION A 1 AIRCRAFT RATED TYPE 3 SADDLE MANHOLE -613 SCALE: NITS -6C [CIVIL PERMIT E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' R-4177049� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1802421 07/09\I .501-6N DMP C49 C 180242 RTN-YD-0501-611 112m TOP OF SLOT SHALL BE DEPRESSED 1/2" BELOW SURROUNDING PAVEMENT I I �1 3/ CONSTRUCTION JOINT (TYR) SEE 1 DETAIL 4 ON SHEET C501-5D- CONCRETE PAVING AS SHOWN ON PAVING PLANS (TYR) SEE NOTES - NOTES: 1. SLOTTED DRAIN ASSEMBLY SHALL BE RANCOR DURASLOT, OR APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH. 3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS, IT SHALL BE CONTINUED ACROSS SLOTTED DRAIN TRENCH. 4. SLOTTED DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE OR ALUMINIZED STEEL TYPE 2. PIPE WALL THICKNESS AND GAUGE SHALL BE AS REQUIRED TO MEET AIRPORT LOADING REQUIREMENTS. PIPE MATERIAL SHALL HAVE A MAXIMUM MANNING COEFFICIENT OF 0,024, FINAL CONFIGURATION OF SLOTTED DRAIN ASSEMBLY AND TRENCH SHALL MEET THE DIMENSIONS SHOWN BASED ON SELECTED PIPE MATERIAL AND SLOT DIMENSIONS. 5. ALL METAL PARTS USED IN SLOT DRAIN ASSEMBLY INCLUDING PIPE, SLOT, COUPLING BANDS, AND FIRINGS SHALL BE NON GALVANIZED ALUMINIUM, STAINLESS STEEL, ALUMINIZED STEEL, OR PLASTIC. ADS DURASLOT DRAIN B" HDPE DUAL WALL PIPE WITH 15" SLOT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. HIGH SLUMP CONCRETE SEE NOTE 2 ELEVATION AS SHOWN ON GRADING PLANS (TYP) PAVEMENT SLOPED AS SHOWN 15" ACTUAL ON GRADING PLANS (TYR) SLOT HEIGHT T2% _ I 12% �18 -12" ' 30" #5 EPDXY COATED '/' �' a REBAR, 18" O.C. TYR #4 EPDXY COATED Q RERAR, 12" O.C. (TYR) `HIGH SLUMP CONCRETE 3 w oa SUB -BASE MATERIAL M SEE NOTE 2 AS SHOWN ON m n 8° OR AS SHOWN ON PAVING PLANS (TYR) o z PLANS . SEE NOTES E = o 1 PIPE INVERT ELEVATION AS SHOWN ON PLANS 8" SLOTTED DRAIN SECTION C501-61) SCALE: NTS CAST IRON CAP WITH RUBBER GASKET — CONCRETE PAVING AS SUB -BASE MATERIAL SHOWN ON PAVING PLANS AS SHOWN ON PAVING PANS ( F I 2 1 CATCH BASIN " SLOTTED DRAIN CONNECTION T WSP AC 3330I9 AxmeSe S 300 CALL 48 HOURS fe L: aI (2Wry, 1- 9B0012Kb LEI:( BEFORE YOU DIG 0 )31-z300 1-800424-5555 FAX: (zas) 43I-2250 SYM 1 RENSION BY APPROVED DATE SYM REVISION ORIG I APRON R - CENTRAL C180242 I WSP I SPT 07/09/21 fG+ IoA C50, 1 6� BY I APPROVED I DATE NOTE: 1. BASINS SHALL BE NYLOPLAST PVC DRAINS OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR BACKFIWNG WITH CDF DURING INSTALLATION. 3. DRAIN BASINS SHALL BE CUSTOM MANUFACTURED ACCORDING TO PLAN AND PROFILE INFORMATION. RISERS ARE NEEDED FOR BASINS OVER 84-INCHES DUE TO SHIPPING RESTRICTIONS. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE LOWEST INVERT SHALL BE 8-FEET. 4. DRAINAGE CONNECTIONS SHALL UTILIZE FLEXIBLE ELASTOMETRIC SEALS CONFORMING TO ASTM F477 AND SHALL MEET THE REQUIREMENTS OF ASTM D3212. CONNECTIONS SHALL BE MADE PER MANUFACTURER'S RECOMMENDATION. CONNECTION ADAPTERS SHALL BE AS REQUIRED TO ACCOMMODATE PIPE TYPE AND DIAMETER SPECIFIED ON PLANS. 5. FRAME AND GRATE OR COVER SHALL BE RATED TO MEET THE PROJECT LOADING REQUIREMENTS ON SHEET G3. DUCTILE IRON FRAME SHALL BE CAST INTO AND FULLY SUPPORTED BY CONCRETE COLLAR. CARE SHALL BE TAKEN TO ENSURE NO LOAD WILL BE TRANSFER TO THE PVC BASIN. 6. FRAME AND COVER FOR 30-INCH DRAIN WITH LOCKING LID SHALL BE NEENAH FOUNDRY PRODUCT NUMBER R-3492-A OR ENGINEER APPROVED EQUAL. FRAME AND GRATE FOR 24-INCH DRAIN WITH HERRINGBONE GRATE SHALL BE NYLOPLAST 24"0 X 24" SQUARE BASEPLATE AND EAST JORDAN IRON WORK 24N20" RECTANGLE GRATE PRODUCT 00775035B01. 7. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM 0-1557. 8. IF SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE CEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 9. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH AND SHALL EXTEND TO 12-INCHES BELOW BOTTOM OF CONCRETE PAVEMENT OR THE BELL OF THE UPPERMOST PIPE CONNECTION. 10. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. 11. SEE GENERAL NOTES ON C501-18 FOR ADDITIONAL DESIGN REQUIREMENTS. CEMENT CEMENT CONCRETE CONCRETE PAVEMENT 10' MODIHED CONCRETE PAVEMENT COLLAR PER DETAIL MINIMUM PIPE AIRCRAFT RATED FRAME COVER 27-INCHES AND GRATE, SEE NOTES a2 n -� 12• SEE NOTES r - J THIGH SLUMP \� CONCRETE LELEEVAl FULL WIDTH OF TRENCH (18" MIN) Z//X ,. / /CSBC/ / ' - QUARRY N NYLOPLAST PVC DRAIN BASIN C501-6A SCALE: INTO C501-6B CAST IRON •- d a d d. A d PCCP SECTION d < a r d a d. e CSBC a. z MONITOR WELL INSTALLATION PLAN - SCALE: NITS i L_BOEArw" NATIVE SOIL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC CAST IRON CAP WITH RUBBER CASKET BOLTED TO FLANGE LOCKABLE 4 ?6} WATERPROOF _ CAP y IMPERVIOUS GROUT APRON R FINISHED GRADE STEEL RUBBER STEEL VAULT PVC WELL CASING SUMP DEPTH SHALL BE MINIMAL ALLOWABLE DEPTH PER MANUFACTURER UNLESS OTHERWISE NOTED ON PLAN LOCKABLE WATERPROOF CAP 1SSEMBLY PADLOCK ATE WELL CASING NOTES: SECTION B 1. MONITORING WELL INSTALLATION SHALL BE PERFORMED BY BOEING APPROVED CONTRACTOR AND ALL WORK SHALL BE COORDINATED WITH BOEING ENVIRONMENTAL. 2. MONITORING WELL LOCATIONS SHALL BE FIELD ADJUSTED AS DIRECTED BY 300% R-4177050 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [CIVIL PERMIT E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' C180242 U K l; 07/09/91 'F501-61P C50 COMP o C 180242 RTN-YD-0501-6P SITE SPECIFIC DATA PROJECT NUMBER 7606 PROJECT NAME BOEING M!T/GARON HANGAR PROJECT LOC477ON RENTON, WA SMW7URE lD M-17 TREATMENT REQUIRED VOLUME 541 (CF) FLOW BASED (CFS) •0.409 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REOU/RED (CIS) - IF APPL/C46LE 2.176 PIPE DATA LE AM7FRUL DIAMETER INLET PIPE 16.67 HDPE /1' OUI£T PIPE 15.20 HOPE 12' PRE/REI7MLNT B/OFXTRA7KW DISCHARGE RIM ELEVATION 19.65 19.55 19.65 SURFACE LOW 120 KIPS 120 KIPS 120 KIPS FRAME A, COVER 36' X 36; 36' X 74' (2) 36' X 74 s (2) J6' X 36' (2) 30' X 30' INDUSTRIAL MED14 VOLUME (CY) 4.48 INDUSTPoAL MED14 DELIVERY MEVII00 PER CONTRACT ORIFICE SIZE (OJA INCHES) 2 FA 01.99' NOTES *A TOTAL OF TWO MWS UN17S WILL PROVIDE 7H£ REWIRED 7REA7MENT ROW. INSTALLATION NOTES 1. CONTRACTOR 70 PROVIDE ALL LABOR, EQUIPMENT, M47EI AND INCIDENTALS REWIRED TO OFFLOAD AND INSTALL THE SYS7EM AND J APPUR7EMACES IN ACCORBINCE WIN THIS DRAWING AND THE MANUFACTURERS SPECIRCATOAS UNLESS OTHERWISE STATED IN MANUFACTURERS CON7R4CT. 2 UNIT MUST BE INSTALLED ON LEVEL RISE. MANUFACTURER -� RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY 7HE PROJECT ENGINEER. CONTRACTOR AS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIPIC4IONS J. ALL PIPES MUST BE FLUSH W17H INSIDE SURFACE OF CONCRETE. (PIPES CANNOT IWRIJUE BEYOND RUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH NTH DISCHARGE CHAMBER F106R. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNEC7ION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRAC70R 70 SUPPLY AND INSTALL ALL EXTERNAL CONNECTOG PIPES 5. C0N7R4C7OR RESPONSIBLE FOR IASTALUBON OF ALL RISERS, AIANWLES, AND HATCHES CON7RAC7OR 70 GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY /AWTION REWIRED ON ALL UNITS W77H VEGETATION. r_VMCDAi NlnTCC 1. MANUFACTURER TD PROVIDE ALL M4TFR4LS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS B"AT/ONS, SPECIRC4706 AND CAPACITIES ARE SUBJECT 70 CHANGE. FOR PROJECT SPECIFIC DPAWNGS DETAILING EXACT DIMENSIONS, KOO AND ACCESSORIES PLEASE CONTACT MANUFACTURER. WSP 0AC 3330I9 e X tl CALL 48 HOURS wRe303DD fe Wry, 12Kb BEFORE YOU DIG L: (2 1-DOO )431-2250 1-QDB-A2A-.>JrJ.> FAX:(m FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT I 07/09/21 � �- L,.ry,�.rn baborm � 11 El _ o I i J 0111710W FIFE ORl/V OOMN [ME PRE-FlUER SEE N07ES NEENUI FONNDRY NED14N FOUNDRY C4RTRIDGE RJ4W-RJS SPRING R-349R-R2S SARM ASSIST H4700 Asas7 /t47CN aWtow FIFE SEE NO2S PLAN VIEW 25' 0' ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD N BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK ROW SHALL BE ASSESSED 70 ENSURE ND UPSTREAM FLOODING. PEAR FILL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. -6C REVISION BY I APPROVED I DATE rJ- LEFT END VIEW NEDHN FOUNDRY R-34RB-R2S SPOW ASS5Tm W R/DNT END VIEW i L -BOEArw" AEDWl fWNORY R-3/RR-RJS SPRMC ASSIST MTCW ^i ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC LEGEND/QUADRANT CODE DESCRIPTION I SIZE PIPE SIZE I II 11 UTILITY WATER, GAS,ETC III MATERIAL CAST IRON, PVC, ETC IV DEPTH DISTANCE IN FEET 12" HPW TO TOP OF UTILITY MATERIALS ABBREVIATION: CL DI 4'-6" CAST IRON PIPE OF CORRUGATED METAL PIPE CMP III IV COMPOSIT PIPE CP POLYMNYL CHLORIDE PVC REINFORCED CONCRETE PIPE RCP GALVANIZED STEEL CS STEEL PIPE SP EXISTING OR VITRIFIED CLAY PIPE VCR FINAL PAVEMENT 3" BRASS MARKER ALUMINUM AL W/ ANCHORING PIN DUCTILE IRON CI COPPER OLD DURIRON DUE POLYPROPYLENE PP HIGH DENSITY POLYPROPYLENE HDPP a ADD THE FOLLOWING IN APPROPRIATE CASES: DRILL 4* DIAMETER HOLE CONCRETE ENCASED CONIC a- DOUBLE CONTAINED PIPE DOE < FIRE PROTECTION FP A 4 CEMENT LINED CL - - INSULATED INS NON -SHRINK GROUT IN EXISTING PAVEMENT OR SET MARKER IN NEW CONCRETE PAVEMENT BOEING RENTON FACILITIES MECHANICAL PIPING STANDARD SECTION D38106-502 NOTES: 1. ARROWS INDICATE DIRECTION(S OF UTILITY WITH DISTANCES IN FEET, TO AND FROM ADJACENT MARKER S) OR UTILITY STUB-UP(S). 2. LETTERING SHALL BE STAMPED 1/4" BLOCK STYLE LETTERS, ALL NEW AND EXISTING (UNCOVERED AT POINT OF EXCAVATION) UNDERGROUND UTILITIES SHALL BE MARKED PER THE ABOVE REQUIREMENTS. 3. MARKERS SHALL BE A 3" FLAT BRASS OR ALUMINUM SURVEY MARKER. 4. SEE PROJECT LEGEND FOR PIPING CONTENTS ABBREVIATIONS. USE THE ABOVE TABLE FOR PIPING MATERIALS. 5, MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS OF 150 FEET, AT CHANGES OF DIRECTION, WITHIN 5 FEET OF A WALL, AT ALL MANHOLES AND VALVE BOXES, AND ADJACENT TO ROADS. MARKERS SHOULD INDICATE SERVICE, PIPE SIZE, DIRECTION OF FLOW, PIPE MATERIAL AND PIPE DEPTH. 6. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE CONTRACTOR'S PROVIDED AS -BUILT INFORMATION IN THE FORM OF RED -MARKED DRAWING. AIRCRAFT RATED HATCHES 72° X 36° DOUBLE NEENAH R-3498-R35 fit' X 36' DOUBLE EAST JOURDAN 8196-DOUBLE 36" X 36" SINGLE NEENAH R-3498-132S 24" DIA ROUND NEENAH R-3492 NOTES: 1. ALL VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET C501-11 2. 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 HYDRAULIC LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE REQUIREMENTS. 3. MODULAR WETLAND FRAMES, HATCHES, AND LIDS SHALL BE AS SHOWN IN THE TABLE ABOVE OR ENGINEER APPROVED EQUAL. 4. SEE 501-5C FOR LID ELEVATIONS. 5. PERMANENT WATER QUALITY TREATMENT FACEITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1B. 6. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL [CIVIL PER STORM DETAILS R-4177051 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEWWPMEW EMINE n NO C180242 C501-6Q 07/09/21 RENTON SITE MASTER S 11 0, C180242 ICOMF I0, RTN-YD-0501-6Q SITE SPECIFIC DATA PROJECT NUMBER 7606 PROJECT NAME BOEING MITIGATION 84ACAR PROJECT L0047DY RENW,, WA STRUCTURE D RN-18 TREATMENT REQUIRED VOLUME 84SO (CF) FLOW BASED (CFS) w.409 TREATMENT HGL AVAILABLE (FT) N/A PEAK BIPA55 REQUIRED (CIS) - IF APPLICABLE 2176 PIPE 1141A LE MATERIAL DIAMETER INLET PIPE 16.67 HOPE 12' OUILET PIPE 15.20 HDPE 12' PRETREATMENT BAonm4T/0N DISCHARGE RIM ELEVA77ON 19.50 19.40 19.50 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER 36' X ' 6 36' X 74' (2) 36' X 74p, (2) 36' X 36' (2) 30' X 30' INDUSTRIAL MED14 VOLUME (CY) 4.48 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (D14. INCHES) 2 EA 01.99' NOTES: •A TOTAL TRE47MENT FLOW. OF TWO MWS UNITS WILL PROVIDE THE REQUIRED INSTALLATION NOTES 1. CONTRACTOR 70 PROVIDE ALL LABOR, EQUIPMENT, U47ER14LS AND INCIDENTALS REQUIRED 70 OfTLBAD AND INSTALL THE SYSTEM AND I APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE M6INUFACRIMRS SPEC=47IONS UNLESS OTHERWISE STATED IN AMNUFAC7URRS CONTRACT. 2 UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER -� RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROTECT ENGINEEN CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS 3 ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR DICEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR 70 SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG PIPES 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND H47CHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIG477ON REQUIRED DN ALL UNITS WITH VEGETATION. r CRICDAI NlnTCC 1. MANUFACTURER 70 PROVIDE ALL U47ERALS UNLESS OTHERWISE NOTED. 2 ALL DIMENSIONS S"A7IONS, SPECIfICATIONS AND CAPACITIES ARE SUBJECT TO CH4NG£. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC w all fe Wry, 12Kb BEFORE YOU DIG L: (2 1-DOO 431-2250 1-BBB-424-.>JrJ.> FAX: (i(6)431-E350 FAX:(UXG SYM RENSION SY APPROVED MM CRIS APRON R - CENTRAL C1802421 WSP I SPT I 07/09/21 ASSIST MTCH VOAD AREA ASSIST H47MES ARAVULD ASSIST MTCH OWFLOW PPE MIN DOWA/ ONES SE NOW NEEHAH FOUNDRY j NEEW FOUNDRY R-3498-RJS SPRING R-3498-R2S SPRING ASSIST MIDI ASSYST HITCH PLAN VIEW 25-0• ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: ✓r.. rrr ,:, ix .Ri THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PFAK FLOW SHALL BE ASSESSED TH ENSURE NO UPSTREAM FLOODING PEAK Ha AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. -6C REVISION BY I APPROVED I OATS ": T T LEFT END VIEW RIGHT END VIEW ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498-133S 62' X 36' DOUBLE EAST JOURDAN 8196-DOUBLE 36" X 36" SINGLE NEENAH R-3498-R2S 24" DIA ROUND NEENAH R-3492 NOTES: 1. ALL VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET C501-1 D. 2. 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 HYDRAULIC LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE REQUIREMENTS. 3. MODULAR WETLAND FRAMES, HATCHES, AND LIDS SHALL BE AS SHOWN IN THE TABLE ABOVE OR ENGINEER APPROVED EQUAL. 4. SEE 501-5C FOR IUD ELEVATIONS. 5. PERMANENT WATER QUALITY TREATMENT FACILTES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1B. 6. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. [CIVIL PER STORM DETAILS R-4177052� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 01-6R C180242 1 comp RTN-YD-0501-6R 07/09/L1 RENTON SITE MASTER 11 30" MAINTENANCE ACCESS W/IADDER- 30" SQUARE SAMPLING AND INSPECTION ACCESS- 8" SEE NOTES 9.0' MIN 8" SEE 7.0' MIN 8" SEE NOTES I �� I I I _L1-- I -J_L 7 I I 30" SQUARE SAMPLING AND INSPECTION ACCESS NLET WEIR I� J I I ryc� \ I_J- -J - ----------L1----- I 24" MAINTENANCE / 1.4 36" X 72" ACCESS FOR ACCESS W/LADDER_ 12" PLATE PACK REMOVAL 48" 0 RISER PVC UTLET TO RTU-01O6 - 1� Q J 18' HDPE HIGH FLOG BYPASS OUTLET ROWS-067 PLAN VIEW SHUT OFF 36" X 72"ACCESS FOR o i PLATE PACK REMOVAL PAC o ii 30" SAMPLING AND z 5 N z INSPECTION ACCES COALESCING PLATE PACK a HOLD-DOWNS SECURED 0 30" MAINTENANCE m TO VAULT, SEE NOTES 30" SAMPLING AND gCCE55 W/LADDER INSPECTION ACCESS c OF OUTLET m INLET TEE 18.35 4 C 12" OUTLET s WQ-SURFACE Q-- - WQ SURFACE Q- EL- 17.11 BE -- - - EL- 17.11 6" PVC TEE z ITMOUTLET INLET EL 15.75 SNLET L 1 .75 ADDER 1 a.. _ NLEf WEIR � z o 18" INLET PIPE C a EL - 13.11 b = LANGE WIDTH SHEAR GATE SECURED IN OPEN POSITION n Z o � OIL RETENTION BAFFLE/CONC COALESCING PLATE PACK,J SEE NOTES ( ) ROWS-067 SECTION 1 WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC eall fetl: 12Kb fi Wry, BEFORE YOU DIG ( 1-DOO )431-2250 -806-424-5555 FAX:(m FAX: (i(6) 431-E350 SYM RENSION EY APPROVED DATE ORIG APRON R - CENTRAL C180242 WEE SET I 07/09/21 REVISION 30" SAMPLING AND INSPECTION ACCESS �30" MAINTENANCE ACCESS W/LADDER P8"ET 14 EL - 18.35 SEE NOTES TOP OF RISER EL - 17.85 ISER TEE HOLD-DOWN @ SUPPORTS SECURED TO VAULT, SEE NOTES 18" BYPASS OUTLET EL TL 13.63 71 48" 0 RISER WITH SOLID BOTTOM onnnu ri - 11 u NOTES 1. SEE GENERAL NOTES ON THIS SHEET. 2. DESIGN WATER QUALITY FLOWRATE: 1.448 CFS 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 4.933 CPS BY I APPROVED I DATE i L -BOEArw" GENERAL BYPASS/OWS NOTES 1. ALL DIMENSIONS SHOWN REPRESENT INTERIOR OF CONCRETE LINED STEEL STRUCTURE. SEE STRUCTURAL DETAILS FOR STRUCTURAL DESIGN AND REINFORCEMENT INFORMATION. 2. PIPE AND COALESCING PLATE PACK SUPPORT/HOLD DOWN SHALL BE ALUMINUM OR STEEL AND BE ANCHORED AT A MAXIMUM SPACING OF W. ATTACH PIPE SUPPORTS TO STRUCTURE WITH 5/8-INCH STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO THE STRUCTURE WALL. 3. THE RISERS AND TEES SHALL BE FABRICATED FROM ONE OF THE FOLLOWING MATERIALS: 0.060" CORRUGATED ALUMINUM ALLOY DRAIN PIPE 0.064" CORRUGATED ALUMINIZED STEEL DRAIN PIPE 0.060" ALUMINUM ALLOY FLAT SHEET, IN ACCORDANCE WITH ASTM B 209. 5052 H32 OR EPS 4. FRAMES AND LADDERS OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE IS VISIBLE FROM THE TOP AND THE CLIMB -DOWN SPACE IS CLEAR OF THE RISER AND GATE. 5. RESTRICTION PLATE ORIFICE OPENING IS TO BE CUT ROUND AND SMOOTH. 6. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26 AND ASTM B 275, DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 308. THE LIFT HANDLE SHALL BE MADE OF A SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC CORROSION), IT MAY BE OF SOLID ROD OR HOLLOW TUBING, WITH ADJUSTABLE HOOK AS REQUIRED. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RESTRICTOR PLATE MOUNTING FLANGE AND THE GATE FLANGE. INSTALL THE GATE SO THAT THE LEVEL -LINE MARK IS LEVEL WHEN THE GATE IS OPEN, THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED FOR PROPER ITT. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. 7. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. 8. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. 9. COALESCING PLATE SHALL BE MADE OF STAINLESS STEEL OR POLYPROPYLENE AND SHALL BE SECURELY BUNDLED IN PACKS SO THAT THEY CAN BE REMOVED AS UNITS. PLATES WITHIN EACH PACK SHALL BE INCLINED AT 454 TO 604 FROM THE HORIZONTAL, HAVE A MINIMUM SPACING OF 1/2-INCH AND HAVE CORRUGATIONS. THE PLATE PACK SHALL HAVE A MINIMUM OF 6-INCHES OF SEPARATION FROM THE BOTTOM OF THE VAULT AND 1-FOOT OF CLEARANCE FROM THE TOP OF THE PLATE PACK TO THE BOTTOM OF THE VAULT LID. 10. THE ENTIRE SPACE BETWEEN THE SIDES OF THE PLATE PACK(S) AND THE INTERIOR VAULT WALL SHALL BE FILLED WITH A SINGLE PIECE OF REMOVABLE POLYETHYLENE FOAM TO PREVENT SHORT-CIRCUITING OF THE PLATE PACK(S). 11. MANUFACTURER SHALL PROVIDE CALCULATIONS CONFIRMING THE PLATE PACK MEET THE DESIGN REQUIREMENTS OF THE 2017 CITY OF RENTON STORMWATER DESIGN MANUAL BASED ON THE FOLLOWING INFLUENT AND EFFLUENT CRITERIA: OIL SPECIFIC GRAVITY 0.88 OPERATING TEMPERATURE 50' INFLUENT OIL CONCENTRATION 100 PPM MEAN OIL DROPLET SIZE 130 MICRONS OIL RISE RATE 0.033 FT/MIN FLOW RATE SEE DETAIL WQ FLOW EFFLUENT OIL CONCENTRATION 10 PPM 100% SIZE COLLECTED 60 MICRONS 12. ALL INTERIOR VAULT BAFFLES AND WEIRS SHALL BE CONCRETE OR STAINLESS STEEL AND SHALL BE SECURELY FASTENED TO THE VAULT. PAINTING OR OTHER COATING OF METAL PARTS FOR CORROSION RESISTANCE IS NOT ALLOWED. 13. LIDS SHALL MEET LOADING AND LIFT REQUIREMENTS SHOWN ON SHEET C501-1D. 14, LINK -SEAL MODULAR SEALS SHALL BE PROVIDED AT EXTERIOR WALL PENETRATIONS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE STRUCTURAL PLANS FOR ADDITIONAL WALL PENETRATION DETAILS. 15. PERMANENT WATER QUALITY TREATMENT FACIUIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFUNE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-18. 16, SEE STRUCTURAL SHEETS SS01 THROUGH SS07 FOR VAULT STRUCTURE DETAILS. [CIVIL PER ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ADM STORM DETAILS SPT K 07 09 21 JDM 07 09 21 APRON R - CENTRAL RENTON SITE CIVIL MASTER S APPROVED BT DEPT. DATE CHECKED APPRDVED WPHUVED R-4177053� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 08/25/2021 CT802421 U KI61 07/09/21 101-6S C180242 1 COME RTN-YD-0501-6S H NOI rZ , I \\ \ � `1 GENERAL NOTES - \ HZ! '�.� Izz,1 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM �25.4- \ 1 HZ[ / \ 1929 (NGVD29) VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN -25.2- ro \ \ ✓4Z[ \ \ /HO% \ \ \ VERTICAL DATUM 1988 (NAVD88) NGVD29 + 3.60 FEET. - - - 1Z1 �C) HZI.[ \ 1 \ \ \ - - 24.8 2so \ S� \ \ \ \ _ l 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR ���\ I SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. WOG,)Q9 a. \ \ \1S \ \ \ �'+0! Hp �H�I 3. SPOT ELEVATIONS AND CONTOURS SHOWN ON THIS PLAN REPRESENT EXISTING PAVEMENT GRADE ELEVATIONS BASED ON AS -BUILT INFORMATION AND AVAILABLE RECORD DRAWINGS. NO NEW PAVEMENT IS PROPOSED AT BIO-RETENPON CELL LOCATIONS. 0/1 EC-242�pNy81 \ \-25g /EG-24., o I \ EG-24.0 / Ec-24.0 \ / I 675B-18 mil11 24.4. EG-23.9 I RIM-23.4 \(EEG-24.0 674C-18 7 \EG-23_ 8 E�-2391M-23.3 / / / 2a2\ /\ / \\ \ \ \ \\ V �o / /ryh\ I 1 11 / h\.i I / / EG-24.1 V6 RIM ;> 24.2 EG-23.7 ti N ry AEG-218 I / I I I / 1 I I\�p9 I ✓ EG-23.9 ro EC-24.0 / `� EG-23.9/ / N EG\23.9 671C-18 EG-23.7 J EG-23.7 `\ EG-23.4 EG-23.7 I \ o / o .. ry l; 0 / I I a [ I I ti� EG-24.0 �. AEG-23.5 IIE EG-23.17 675A-18• ; EG-23.5 RIM-23.0 0 / \" RIM-22.8 / l\ \ / EG-23.3 1 EG 23.6 67I B-18 I/- / �" I / ` // I EG- 38 EC-23.3 RIM-22.7 7 I I I / / \ D) ✓ / EG- / I I \ / ti�d1 I\ \ IV /I I E� z3.a ��h/n I I I // N''/ / I \ ��M / 670B-18 RIM-22.7 I / / N " � `o-v° o' \ ) \ / / h� I / / [ro I 7� I I / / / I / ✓ / li �'�'� __ �l `+, �p / A 1 f J / I ti/ / �D' 1 1 I I 1 I / �✓-ES-23.6 �L EG-23.T 7�/ "r� I I I / %\' I I 1, 6728-18 h„' EC-23.4 I /� EC-23.6 1 � / 23.6\ 23.1 rye I I I I I yEG-23.2 y I I RI �22.8c ,��a EG-EG723.5 EG-23.5 EG-23.5 hry EG-23.0 I / / / `\h EG-23.4 / _Z7 �/ 671B-18 / / \ `\ / EG-z3.t �" I 1 / / I EC-23.7 �ti / / I KEY PLAN 675 1 / `o- �� �y_ � 674A-18 [ EG-23.3 hRIM-22.7 y /1 1 I / EG-23.4 _ SME : NONE RIM- // EG-23.1 RIM-22.1 673A-18 / / -EG-23.2 EG ,�pP22.8 I I RIM-22.3 7 7 / EG-23.4 /EC /22.9 / 9 I I I EG-23.4 EG-23.0 EG ,23.3 / I ® V 670A-18 /% N I EG-23.5 / // / 1 A B C D E F G H J K L EG-226 I / I EG-23.5 EG-22.8 I EG`23.5 ryo- RIM-226 \ \ I / / 1'J.J I I / / 1 CIO // l /672A-18 EC-23.4 \ZS OI //dI /// //l /\/�off •Ilz 1 I\IJII II C11 EG-23CI2674 EG-23.2 RIM-22.6 EG-23.4 B EG233 EC-22.9 671A E23.5 /C13 673 C14EG_228 3 RIM-22.4 0 C15 671 669 672 i N RIM-22.7 670 RIM-23.7 C16 RIM-22.7 � / n I / / S ` YYIYY I l\ `y' N �� l 1 I I RIM-22.7 I I \ / / / (///\ ? \ - Yillll // /o ,U,V9 0 U/ I y/ \ 1 \\ t CI6 J/�/T// / I V/ �p 1 C19 23.0 e \ v \ ti "�' 1� I m \ I Mil *M1Y�/ / 3� / r / `oo „dry 1 C20 ro \ \ \ \ \ N N M / '� 2 y C22 SNNE ROAD \\ �- 1swool\\-_ IN, C23 v C25 _ 1T2 36 \a v / / �J/ C26 I I i I` / j ;� 1 C29 \COV RED WA KWAY ` / - COVERE WALKW Y j' - I ' / l l J I I ` � aq 1 C30 R-4177054 IN COMPLIANCE WITH CITY OF RENTON STANDARDS "( 3MI9 M 1 3M°`�Aeme�[CIVIL P E R M I T CALL 48 HOURS �M300 20 0 20 40 Z Rtival Way, WA 980012Kb BEFORE YOU DIG TMD 431-DOO 1-800424-5555 FAX: 1z0e1+3E-zzs0 scale feet SYM REVISION BY APPROVED ME SYM REVISION BY APPROVED DALE ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 , T ACCEPTABILITY JDM 07 09 21 DRAWN E SUBnnE CURRENT N rM L A TE eN r. THIS DESIGN ANDI STORM DETAILS -EXISTING GRADES AT LOT S7 c1so24 �R�G o7/09, rl w".r„wcgG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET LBO CAFWAW APRON R -CENTRAL C501-6T C54 APPROVED BY DEPT. DATE JDM 07 09 21 CHECKED �oo;;r"aE�0�2�� N APPROVED RENTON SITE JOB NO, cl Pioz42 COMP ND. NA` \�ry APPROVED . DWG N0 A� CIVIL MASTER II RENTON, WA RTN-YD-0501-6T INLET PIPE k— (T) SAFE DRAIN VAULT ELEVATION C501-6V SCALE: NITS ]n]vn AHolnHS 2" RRRIImarT.a;ll I III➢ N i �+ II:LTII�,Ins �41I1a; D;.;ssTua.�;o�i:aa�•�A.a_1as:lau°ISY4.a; CD VALVE SAFE DRAIN VAULT PLAN 53 C505�V TEXT 4" HIGH, BLACK � A C Q z 12" WIDE YELLOW TRAFFIC COLLAR J PRECAST VAULT 1. VAULT IS TO BE AIRPLANE RATED PER LOADS ON SHEEP C501-ID. 2. LID NEEDS TO BE AIRCRAFT RATED WITH LIFT ASSIST. NEENAH FRAME AND GRATE ASSEMBLY R-3498-R2G5, OR EQUIVALENT. 3. SHALLOW GROUND WATER (APPROX 4.5' OR SHALLOWER PER GEOTECH REPORT). 4. VAULT SUPPORT SHALL BE PER STRUCTURAL SHEET sso7. SAFE DRAIN ISOLATION OPERATION SAFE DRAIN VAULT ELEVATION C501-6V SCALE: NITS 1. THE SAFE DRAIN CATCH BASIN AFT OF THE AIRCRAFT MAIN GEAR H45 SURFACE GRADING DRAINING TO THE GRATE. 2. DURING THE SAFE DRAIN VALVE INSTALLATION, ENSURE THE SAFE DRAIN CLOSING WHEEL IS ALIGNED DIRECTLY UNDERNEATH A HOLE IN THE GRATE ABOVE. THE SAFE DRAIN TOOL SHALL BE ABLE TO REACH THE CLOSING WHEEL WHILE THE GRATE IS CLOSED. 3. THE SAFE DRAIN BUTTERFLY VALVE IS VISIBLE THROUGH THE GRATE. IF THE BUTTERFLY VALVE DISC IS VERTICAL THE VALVE IS OPEN. IF THE VALVE DISC IS HORIZONTAL THE VALVE IS CLOSED. 4. THE SAFE DRAIN VALVE IS NORMALLY OPEN TO PASS STORMWATER RUNOFF. 5. THE SAFE DRAIN VALVE MAY BE OPERATED BY OPENING THE GRATE AND TURNING THE HAND WHEEL. ALTERNATIVELY THE VALVE KEY CAN BE INSERTED THROUGH THE GRATE, PLACED UPON THE VALVE NUT AND TURNED. 6. SPILL STORAGE CAPACITY WITHIN THE SAFE GRAIN IS APPROXIMATELY 120 GALLONS. 7. DEFAULT POSITION: THE SAFE DRAIN VALVES LEFT OPEN AND MANUALLY CLOSED IN THE EVENT OF A SPILL. 8. THE SAFE DRAIN CATCH BASIN IS NOT ELECTRONICALLY MONITORED. IN THE EVENT OF A SPILL REPORT AS REQUIRED AND HAVE THE SAFE DRAIN CATCH BASIN EVACUATED OF ACCUMULATED CONTAMINANTS. (2) TYPE 'SA' HINGES ' T ,r•�I +( lip �IW TI� Imfligfimlffrl I,�,+mllli� I GRADE vcmiarro (M SAFE DRAT INSERT ° a VALVE WHEEL FLUSH MOUNT VALVE AND FILTER TD-1 SAFE DRAIN BASIN 4 3/16° L 1 (3) 7/8" DID. HOLE FOR ADJUSTABIOTY (TTP. 2 PLACES) I U I FRAME AND u0 BOLTED — w/ (2) 7/2' S.S. HEX. H0. D CAP SCREW AND WASHER I fJtE � I I � I [---�ummn-,•oamwr co reOr--asA---- II -- �Irj TAND-CLEAR Y1�POF5�7PE --j' 1 /2° [73mm] HIGH ENGRAVED LETTERS 'a 3/4"� ON A FLAT AREA W/ NO PERMAGRIP — az' x az° '30 35" % 36° �1 T MOUNT VALVE AND FILTER _... E DRAIN BASIN L SAFE DRAIN BASINS SHALL BE SAFE DRAIN MODEL TD-1 FITTED WITH FLUSH MOUNTED BUTTERFLY VALVES AND INSTALLED PER THE CONTRACTORS RECOMMENDATIONS. 2. VALVE GASKET MATERIAL SHALL BE ETHYLENE PROPYLENE (EPDM) OR APPROVED EQUAL. 3. BASIN STEEL SHALL BE STAINLESS STEEL. SAFE DRAIN BASIN DETAIL NJ WI I I I I I I SAFETY SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) ARM J (ENGAGED) SPRING ASSIST PER NF-T994 STAINLESS STEEL 17-7 (SHOW IN UNWOUND POSITION) (i) HOLD DOWN LATCH -DUCTILE IRON SEE DRAWING NF-T960 FOR LATCH DETAILS (1) HOLD DOWN LATCH RELEASE LEVER (HIX. HD. DEEP SOCKET MELDED TO FREE OPEN AREA IS 3.0 SO. FT. FAB. STEEL T-HANDLE PER NF-7966) NOTE: CONFORMS TO MINIMUM 100,000-POUND LOADS PER FAA ADVISORY CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.D.(1). (ACTUAL PROOF LOAD IS 185,000-POUND ON A 9" % 9" CONTACT AREA.) MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A KITS INCLUDED IN THIS urvlT �- COMPONENT N0.'S: FRAME 3498-2238, GRATE 3498-3136 1 X 81710 - SAFETY ARM MATERIAL: FRAME -CAST GRAY IRON ASTM A-48, CLASS 358 1 X 81990 -LATCH KIT 2 X 91556 -BOLTING KIT GRATE -CAST DUCTILE IRON ASTM A536, 55 + KSI. 1 X 81981 -SPRINGS KIT FINISH: NO PAINT PER FAA ADVISORY CIRCULAR AC 150/5370-10A HEIGHT: FRAME 207C GRATE APPROX. 415$ SPRING ASSIST ASSEMBLY APPROX. 54W PERMIT DATE ACCEPTABILITY NEENAH FOUNDRY FRAME AND GRATE — R-3498—R2GS � SAFE DRAIN, VAULT, AND GRATE DETAILS SCALE: Nrs R-4177055 C501-6A SCALE: NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP US4AC 1 3voi w+A.reme w,m C501-6B CALL 48 HOURS wDRAWN DATE M300 C I V I L fetlerel w.y, wA seoou5m C501-6C BEFORE YOU DIG TEL: fzo57 <Bl-znao 1-800-424-5555 FAX: (za5)4az-zzso SYM RENSION BY APPROVED DALE SVM REVISION BY APPROVED M1E SUBIIRE CURREM RMSION SVMBOI JDM 07 09 21 STORM DETAILS ctEim42 OR�'i 07/09/21 ORIG APRON R - CENTRAL C780242 WSP SPT 07/09/21 �¢N ?T THIS DESIGN AND/OR H K W SPECIFICATION IS APPROVED SPT 07 09 21 Sr EET LBOE//V6® APPROVED BY DEPT. DATE JDM 07 09 21 APRON R °ENTRAL CHECKED C501-6V C55 Coa APPROVED RENTON SITE 'OR NO, ct eoz42 COMP ND. NA` APPROVED DWG N0. �\� CIVIL MASTER `, II RENTON, WA RTN-YD-0501-6V I I♦ 200' SHORELINE SETBACK/♦ /♦I I♦ . i 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MATCH EX. ' STRIPING 1 MATCH EX. STRIPING / I 1 � 1 � 1 1 1 I MATCH LINE - FOR CONTINUATION SEE SHEET C501-7B STOP / / / � � k k \ k CH EX \ k = m = m = r = m = = = = = m = m = m = m = m = m= E: 1300303.42 -1 1 1 1 • 1 1 1 1 1 • • 11 E: 1300313.80 r E: 130 1 SIGN #1 1 ,' 1 N: 185746.78 7 E: 1300348.49 1 PEDESTRIAN 1 WALKWAY 1 1 -- A -- / GENERAL NOTES / 1. REFER TO SHEET C501-113 FOR GENERAL STRIPING NOTES 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NCV029 + 3.60 FEET. EX. 4. STOP LINE WITH STOP MESSAGE PER SHEET C501-7D DETAIL 1 86.7� 5. 15 MPH PAVEMENT MARKINGS PER SHEET C501-71) DETAIL 2 AND 3 131824 E 6. PEDESTRIAN LANE STRIPING PER SHEET C501-71) DETAIL 4 AND 5 7. WHITE STRIPE PER SHEET C501-7D DETAIL 6 '0.40 8. DASHED CENTERLINE PER SHEET C501-71) DETAIL 7 18.21 9. RED GORE STRIPING PER SHEET C501-7D DETAIL 9 10. WHITE GORE STRIPING PER SHEET C501-71) DETAIL 10 11. DIRECTIONAL ARROWS PER SHEET C501-71) DETAIL 11 12. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND ASSOCIATED DETAILS. 13. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. V9.46 123.76 14. SEE SHEET C501-71) FOR SIGN LOCATION AND DESCRIPTION. 15. NOSE GEAR MARKINGS PER SHEET C501-71) DETAIL 12 18584023� � 4' BLACK VINYL FENCE. SEE DETAIL 1 ON SHEET SEER. 1300330 D INSTALL BUS SHELTER AND BOLLARD PROTECTION PER DETAIL 13 ON SHEET C501-71). CONSTRUCTION NOTES E 1300 3a28 ' 1 N: 185844.71 E: 13003fi0.70 D:::� PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. X D:::� PROVIDE 6- YELLOW PAINT LINES FOR AIRPLANE STALL lAYOIII. NOSE GEAR MARKING CONTROL POINT. PROVDE MARKINGS AS SHOWN. PROVIDE 4" WIDE RED LINE AND GORE STRIPING FOR FIRE IN: 185842.18 HYDRANT. 1 E: 1300361.69 Cp PROVIDE 4" WIDE PAINT STRIPE. © PROVIDE STOP BAR WITH "STOP" LELERING CROSSWALK STRIPING (- PROVIDE 4' DASHED CENTERLINE z 9 PROVIDE DIRECTIONAL ARROW. 11 INSTALL ECOLOGY BLOCK WALL. PLACE FACE OF ECOLOGY BLOCK WALL 2' MIN FROM EDGE OF TRAVEL LANE UNLESS NOTED / OTHERWISE. CIO C11 C12 C13 C14 C15 C16 CI7 c1a C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE RR-41770566 IN COMPLIANCE WITN CITY OF RENTON STANDARDS WSP AC TTD`9wAW DOO [CIVIL PER rte 300 CALL 48 HOURS r ae el War, WA980oi2sm 20 0 20 4 BEFORE YOU DIG FAX:��j 43iaz00 scale feet 1-800-424-5555 SYM REMSION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 , T ACCEPTABILITY JDM 07/09/21 DRAWN DATE SUBIInE CURRENT N rM E A TE eN P. THIS EPlTN ILITY PAVEMENT MARKINGS AND SITE FEATURES PLAN C'18m42 �R�G 07/09/21 "".r„wcgG SPECIFICAIIaN IS APPROVED SPT 07/09/21 SHEET BOE/TUG® y °=mAPRON R - CENTRAL C501-7A C56 APPROVED BY DEPT. DAIS JDM 07 09 21 CHECKED APPROVED RENTON SITE JOB NO, C180242 COMP NO, APPROVED DWG NO, �\� CIVIL MASTER `, 11 RENTON, WA RTN-YD-0501-7A T MATCH LINE - FOR CONTINUATION SEE SHEET 1 1 1 1 1 1 1 1 1 1 1 1 4 1 E. 1300304.5 1 1 N: 185668, 5 1 E: 1300206.81 1 1 • 1 • 1 al 1 1 • 1 1 1 • 1 1 • 1 1 N. 185657.73 1 9 E: 1300295,67 1 1 1 1 1 1 1 1 1 1 1 T\ . 1 STRIPINGMATCHEX (\ MATCH EX. � 1 • MATCH LINE - FOR CONTINUATION SEE SHEET 501-7A 1 GENERAL NOTES 1 1 1. REFER TO SHEET 1511-11 FOR GENERAL STRIPING NOTES 1 N: 185726.05 4 1 2. THERE SHALL BE NO EXPOSED GALVANIZED COATINGS OR E: 1300314.38 1 EXTERIOR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR 1 UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC 1 APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS 1 PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 1 1 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH 1 ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL 1 GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM 10 N: 185702.61 1 CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 E 1300328.63 1 (/7 (NAVD88) = NCV029 + 3.60 FEET. PT 5 1 N: 185715.98 4. STOP LINE WITH STOP MESSAGE PER SHEET C501-7D DETAIL 1 1 E 1300351.51 1 5. 15 MPH PAVEMENT MARKINGS PER SHEET C501-7D DETAIL 2 AND 3 • ; 0 6. PEDESTRIAN LANE STRIPING PER SHEET C501-7D DETAIL 4 AND 5 RipZ 1 PT 7. WHITE STRIPE PER SHEET C501-7D DETAIL 6 • 5 R95 1 N: 185707.38 8. DASHED CENTERLINE PER SHEET C501-7D DETAIL 7 E: 1300339.09 U • 1 1 9. RED GORE STRIPING PER SHEET C501-7D DETAIL 9 1 10. WHITE GORE STRIPING PER SHEET C501-71) DETAIL 10 • 1 U 1 Q 11. DIRECTIONAL ARROWS PER SHEET C501-71) DETAIL 11 1 • N: 185660.24 E: 1300305.35 9 1 U 12. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND 1 1 (®1 ® ASSOCIATED DETAILS. 13. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO • 1 PC 5 PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. • 1 N: 185679.54 14. SEE SHEET C501-71) FOR SIGN LOCATION AND DESCRIPTION. 1 E: 1300368.87 1 15. NOSE GEAR MARKINGS PER SHEET C501-71) DETAIL 12 1 � 5 1 LPG I 5 0 / N: 185671.36 E 13003500354.80 6' / CONSTRUCTION NOTES Ilizz 1 PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. 1 PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT. 1 1 NOSE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS 1 SHOWN. SIGNS 1 1 � PROVIDE DIRECTIONAL ARROW. PROVIDE 4° WIDE PAINT STRIPE. R:�:> CROSSWALK STRIPING 1 1 SIG PROVIDE 4° DASHED CENTERLINE 1 PROVIDE "15 MPH" LETTERING 8 1 1 :01 PROVIDE 4° WIDE RED LINE AND GORE STRIPING FOR FIRE 1 HYDRANT 1 1 : 10 INSTALL ECOLOGY BLOCK WALL. PLACE FACE OF ECOLOGY BLOCK 1 WALL 2' MIN FROM EDGE OF TRAVEL LANE UNLESS NOTED 1 OTHERWISE. 1 � N 185583.53 1 1 � Cl-Q KEY PLAN 4 E: 1300351,44 1 ® / SME : NONE ! o 1 U 1 U � 1 1 O tN5580 D 1 Z 1 Q 1 U 6 1 .8310 1 0 E: 1300361,52 1 2 1 1 1 � 1 1 0 1 1 N: 6 E: .2 6 r - - - / CID cl1 / C12 C13 C1414 / C15 C16 / C17 CIB C19 / C20 C 2 1 C22 / C23 C24 C25 / C2 C27 C28 C29 C30 R-4177057� IN COMPLIANCE WITH CITY OF RENTON STANDARDS WSP AC 333o`�AW DOO [CIVIL PER S Re 300 CALL 48 HOURS E al Way, WA98Gm-2600 20 0 20 BEFORE YOU DIG FAXX:I�j 43iazso scale feet 1-800-424-5555 SYM RENSION BY APPROVED DAIS SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 , T TE ACCEPTABILITY JDM 07 09 21 DRAWN DATE SUBIInE CURRENT N rM E A eN P. ACTHIS EPlTN ILITYND/IR PAVEMENT MARKINGS AND SITE FEATURES PLAN C180242 �R 7 07/09/21 w"'"w'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET TITLE APRON R - CENTRAL —APPROVED BY DEPT. DATE JDM 07 09 21 C501-7B C57 CHECKED pG'��oo;;r"� ^ APPROVED RENTON SITE JOB NO, C180242 COMP NO. NA` \�ry APPROVED DWG NO, �\� CIVIL MASTER `, 11 RENTON, WA RTN-YD-0501-78 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lm• 1 1 1 1 O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 1 1 1 1.. WSP AC 333019n A. me m CALL 48 HOURS SUPe3003No fe Wry, 9B0N12� BEFORE YOU DIG TEL: (26)431-1-20 1-QDB-424-.>JEJ.> K FAX. (i6)431-2350 c SYM RENSION EY APPROVED DATE CRIS APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION BY I APPROVED I DATE i L-BOEArw" - - - - GENERAL NOTES ' 1 1. REFER TO SHEET C501-113 FOR GENERAL STRIPING NOTES C 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR 1 ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR 1 UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC 1 APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR 1 COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. ' ' 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH 1 ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL 1 GEODETIC VERTICAL DATUM 1929 VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTHRTH AMERERICAN VERTICAL DATUM 1988 1 (NAVD88) = NCV029 + 3.60 FEET. 4. STOP LINE WITH STOP MESSAGE PER SHEET C501-7D DETAIL 1 IP N 1 L— 5. 15 MPH PAVEMENT MARKINGS PER SHEET C501-71) DETAIL 2 e 1 � 6. PEDESTRIAN LANE STRIPING PER SHEET C501-71) DETAIL 4 AND 5 ; h 11 1 7. WHITE STRIPE PER SHEET C501-7D DETAIL 6 PE7 III ' LLJ 8. DASHED CENTERLINE PER SHEET C501-71) DETAIL 7 ' O W 1 O 9. RED GORE STRIPING PER SHEET C501-7D DETAIL 9 1 o p 1 U 10. WHITE GORE STRIPING PER SHEET C501-71) DETAIL 10 1 O 1 Z / 11. DIRECTIONAL ARROWS PER SHEET C501-71) DETAIL 11 ■ ' ` J O 1 12. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND O Z 4�- ASSOCIATED DETAILS. Y^ 1 U 13. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO 00 PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. 1 1 14. SEE SHEET C501-71) FOR SIGN LOCATION AND DESCRIPTION. � / 15. NOSE GEAR MARKINGS PER SHEET C501-71) DETAIL 12 1 � � i CONSTRUCTION NOTES 1 'I PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. N: 185456.96 4 N: 181448.66 4 E: 1300418.82 PROVIDE 4" WIDE RED LINE AND GORE STRIPING FOR HIRE E 1300386.57 1 HYDRANT. NOT USED 1 PROVIDE DIRECTIONAL ARROW. 1 1 � PROVIDE 4° WIDE PAINT STRIPE © PROVIDE 4" DASHED CENTERLINE ' PROVIDE "15 MPH" LETTERING ' 1 © PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT. NOSE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS 1 SHOWN. 0 PLATFORM. L44" 1 L WIDE WHITE / 11 PROVIDE WHITE LINE AND GORE STRIPING 6 — _47A _ _ 20 0 20 40 scale feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICAIION IS APPROVED APPROVED�PTTC f� CIO CII XGzLrT C12 C13 _ C14 C15 C16 CI7 CIB C19 C20 PEDESTRIAN Ln C21 WALKWAY C23 C24 C25 C26 C27 — — — / C2 C29 C30 71 [CIVIL PERMIT DATE U"TLE 07 09 21 PAVEMENT MARKINGS AND SITE FEATURES PLAN 07 09 21 07 09 21 T1TLE APRON R - CENTRAL RENTON SITE CIVIL MASTER S 11 RENTON, V KEY PLAN SCILE : NONE R-4177058� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 01-7C C 180242 coNF RTN—YD—0501-7C 07/09je)1 STOP NOTE: 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. THESE WORDS AND BAR ARE TO BE PAINTED REBOREFLECTNE WHITE. (T� STOP LINE WITH STOP MESSAGE C50011--7A SCALE: NTS LENGTH PER PLAN 4,p IT 4" WIDE WHITE PAINTED LINE WHITE EDGE STRIPE AND r SOLID WHITE LANE LINE C501-7A SCALE: NITS THRU C501-7C SEE NOTE U .M1111LU L111L NOTE: BREAK GORE STRIPING AS REQUIRED TO MAINTAIN AT LEAST A 6—INCH BUFFER AROUND AMPAINTED MARKINGS FOR PIV OR SECTIONAL VALVES.. rq`� RED GORE STRIPING 0501-7A SCALE: NTS csol-7c 15 MPH LEGEND C50011-78 SCALE: NTS C501-7C SEE NOTE NOTE: BREAK GORE STRIPING AS REQUIRED TO MAINTAIN AT LEAST A 6-INCH BUFFER AROUND ANY PAINTED MARKINGS FOR PN OR SECTIONAL VALVES. o WHITE GORE STRIPING C501-7C SCALE: NTS WSP 0AC 3330I 9N Axme tl CALL 48 HOURS S 30X alWA fe 12Kb Wry, BEFORE YOU DIG TEL: fzoS)431-z300 L: (Z 1-BOO 1-800-424-5555 FM:1z0e1431-2250 SYM REVISION BY APPROVED ME ORIG APRON R - CENTRAL C1802421 WSP I SPT I 07/09/21 REVISION PAINT TRAFFIC LANE VEHICLE WHEEL PATH LANE 3'-3S-3' MIN MIN 1'-10" MAX J L1'-10" MAX CENTER TEXT IN TRAVEL LANE 5' 1 7 1 1 5' 1 71 4- 0 0 74 WIDE PAINTED LINE M SKIP STRIPE C50011-7A SCALE: NTS THRU C501-7C SYMBOL a w E E 8" IS PEDESTRIAN PATH NOTE: DESIRED WIDTH IS 5'. CENTER PED SYMBOL BETWEEN STRIPES WHEN NO FENCE IS PRESENT. CENTER PED SYMBOL BETWEEN FENCE AND STRIPE OR FENCE WHEN FENCE IS PRESENT. PED SYMBOL LAYOUT SHALL ALTERNATE AS SHOWN — 4" WIDE PAINTED WHITE EDGE LINE LINE z 10' (2 EA 0 5' OC) 4FT — 6FT INTERIOR 4FT — ACT EXTERIOR PEDESTRIAN PATH C501-7A SCALE: NTS THRU C501-7C C501-7C • + L12" WIDE WHITE PAINTED LINE 24" O.C. (TYP) � CROSSWALK STRIPING C50�1-jA SCALE: NTS C501-78 BOLLARDS PER DETAIL 5 ON SHEET M501-1B 11 TRAFFIC ARROW D50�1_-7A SCALE: NTS 13 BUS SHELTER C501R THU 7C C50�1 jA SCALE: NTS BY APPROVED MTE BEN P. LBOE//V6 P ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC PAINT PEDESTRIAN PATHWAY SYMBOL (PED SYMBOL crnl r. uTc TAIL" HORIZONTAL CONTROL PER PLAN 6" YELLOW 6" WIDE YELLOW PAINT (TYP-) 4' (TYP.) 8" HEIGHT STANDARD WHITE MUTCD PAVEMENT MARKING TEXT SERIES 2000 FONT HORIZONTAL CONTROL PER PLAN "NOSE" HORIZONTAL CONTROL PER PLAN 12 NOSE GEAR MARKING DETAIL C50011-7A SCALE: NTS THRU C501-7C SIGN TABLE SIGN NOTE # EXISTING LOCATION PROPOSED LOCATION SIGN DESCRIPTION 1 N/A N: 185739.70 STOP SIGN N/A E: 1300338.47 2 N/A N: 185650.37 SPEED LIMIT N/A E: 1300357.04 3 N/A N: 185647.14 SPEED LIMIT N/A E: 1300344.34 CIVIL PERMIT E PAVEMENT MARKINGS DETAILS APRON R - CENTRAL RENTON SITE MASTER 'l 11 RENTON, ' R-41770591 IN COMPLIANCE WITH CITY OF RENTON STANDARDS c180242UKlb o7/o9j9 1 .501-7D COMP N0059. C180242 RTN-YD-0501-7D \✓M Q CO ` 21 CONTRACTOR IS TO RESTORE / EXISTING PLANTING BED FOR IRRIGATION IMPROVEMENTS AND REPLACE DAMAGED PLANT MATERIAL AND PLACE NEW BARK FOR THE ENTIRE ISLAND Ill wSpVI CALL 48 HOURS 3330I9 AxmeS AH w"e30300 20 0 20 40 fe Wry, WAB81-DOO 12Kb BEFORE YOU DIG 1-800-424-5555 ID (2 FAX:(zo6)431-2250 R�:1�1+31-zzso scale feet SYM 1 RENSION I BY I APPROVED DATE SYM ORIG I APRON R - CENTRAL C180242 I WSP I SPT 07/09/21 (EYE) I 11_ 1 1 1 J, /.II X� 17=� WS GRAVEL — SEE CIVIL •• DC — CK—�I 6 3 I I CKII I e�Keu I'r,01 DC CO17 Q fn�T.o; �i. stye I sA /� s 7 / I GRAVEE L —SEE CIVIL / , 1. I I OV SEE CIVIL 7 12"F SEE L503 FOR IRRIGATION P.O.C. I I ___— EST _—_ REVISION BY I APPROVED I DATE x� PLANT SCHEDULE _1 f,QQ[ M BoTm" NAME COINON NAME 2m REMARKS �} CM 40 CIRRUS SERICEA 'KEISEYf MRSEYI DOGNOD 2 GAL W O.G. (•k Alt 45 MNIONN NYARDLIUM 'COMPACTA COMPACT OREGON GWE 2 GAL 3V O.C. OO S4 19 SIMPHOMCAR OS ALBUS COMMON MIR SNABERRY 2 G4 36, OC. IIWmY f,QQE 9TE DOTANKAL NAME COMMON NAME REMARKS 0 DC ISE DESCHAMPSR CESPNOSA TRIED MR GRASS 1 G4 36, O.C. I'M RCFNTS LDPE M BJTAJf.^1 NAME COMMON NAME SIZE REMARKS CO 278 MR OBNUPTA SLOUGH SEDGE I GAL 18' O.C. JE 93 JUNCUS EEEUSUS SORT RUSH 1 GAL M' O.C. LANDSCAPE PLANTING NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH WSDOT STD. SPECIFICATIONS. 2. SEE CIVIL PLANS FOR SITE DEVELOPMENT. 3. CONTRACTOR TO CALL UTILRY PROTECTION SERVICE (811) 72 HOURS PRIOR TO CONSTRUCTION, CONTRACTOR TO EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DIMRBING OR DAMAGING THEM. ANY DAMAGE RESULTING FROM THIS WORK MUST BE RESTORED AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR TO COORDINATE PLACEMENT AND LIMITS OF BIORETENTION TOPSOIL AND TOPSOIL TYPE A. CONTRACTOR TO VERIFY LIMITS OF WORK, EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 5. REMOVE EXISTING WEEDS FROM PLANTER ISLANDS PRIOR TO THE ADDITION OF SOIL AMENDMENTS, FERTILIZER, AND SHREDDED BARK MULCH. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS TEST. 6. CONTRACTOR TO OBTAIN WRITREN APPROVAL FOR PLANT MATERIAL SUBSTITUTIONS PRIOR TO INSTALLATION. 7. ALL PLANTS TO BE NURSERY GROWN AND SIMILAR SIZE AND FORM. FULL SIZED CONTAINERS ONLY - NO TRADE SIZES ALLOWED. MEASUREMENTS, AND GRADING QUALITY AND FOLLOW THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 8. PREPARE AREAS TO BE PLANTED ACCORDING TO PLANT REQUIREMENTS. PLANTS ARE TO BE PLANTED STRAIGHT AND PLUMB PER STANDARD PLANTING DETAILS. 9. ENTIRE PLANTER ISLANDS ARE TO RECEIVE 3" DEPTH OF SHREDDED BARK MULCH EXCEPT WHERE GRAVEL IS SHOWN - SEE CIVIL DRAWINGS FOR GRAVEL PROFILE. 10. DAMAGED PLANTS WILL BE REJECTED AND ARE TO BE REPLACED AT NO COST TO THE OWNER, REGARDLESS OF CAUSE, IMMEDIATELY UPON NOTIFICATION BY THE CONSTRUCTION MANAGER. It LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF PLANTING OPERATIONS AND WRITTEN NOTIFICATION IS RECEIVED AND ACCEPTED BY THE OWNER FOR SUBSTANTIAL COMLETION. MAINTAIN SHRUBS AND EMERGENTS DURING THE 2-YEAR WARRANTY PERIOD. WARRANTY NOTE 1. CONTRACTOR TO WARRANT PLANT MATERIAL FOR A 2-YEAR PERIOD FROM THE DATE OF SUBSTANTIAL COMPLETION. IF A PLANT DIES OR IS 507, OR MORE DEAD DURING THIS TIME, THE PLANTS) SHALL BE REPLACED. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED DAM GENERALNOTES L HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION. NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NM29 + 3,60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1 THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-61? FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILTIY DETAIL PLAN SHEETS M501-1A THROUGH M501-1D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. => SHRUB PVMINC DUAL L5\ 02 EMERGENT PANTING DUAL 2,3 L5022 3 roasoa DUAL L502 [CIVIL PERMIT E PLANTING PLAN AND NOTES APRON R — CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177060� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 U Kll; 07/09/21 L501 COMP LID 1- C180242 RTN—YD—L501-7A NOTES: 1. LOCATE EMERGENTS ONE HALF OF SPECIFIED SPACING O DISTANCE FROM ANY PAVEMENT OR GRAVEL EDGE, UNLESS OTHERWISE SPECIFIED. FERTILIZER TABLET r" "`i P 3" SHREDDED BARK MULCH OVER CONTAINER GROWN PLANT - REMOVE 2. ALL EMERGENTS SHALL BE PLANTED AT EQUAL (1) AT 1 GAPLANT FROM CONTAINER AND SET '>, ENTIRE PARKING ISLAND AREA - 2X CONTAINER DIA. TRIANGULAR SPACING PER ON CENTER SPACING AS L., 4. w [,1,,. (2) AT 2 GAL. w .� OFFSET 2" FROM CROWN OF SHRUB SLIGHTLY ABOVE FINISH GRADE SPECIFIED ON THE PLANTING PLAN. OF FINISH DEPTH SHREDDED BARK MULCH NISH GRADE woao a FINISH GRADE PLANTRMAss p TRIANGULAR PLANT SPACING TRIANGULAR PWJT DIST. BETWEEN SQUARE FOOTAGE ' FERTILIZER TABLET, (1) AT 1 GAL. SPACING - P PLANT ROWS = R AREA PER PLANT SQUARE 1.000 (1211) 0.866 0.866 FOOTAGE 2.000 (2411) 1.732 3.464 i `777 PER PLANT F 2.500 (30") 2.165 5.413 f6"MIN. DEPTH TOPSOIL UNDER ROOTBALL 3.000 (3611) 2.598 7.794 EXCEPT AT EXISTING UTILITIES 4.000 (48") 3.464 13.856 _... TOPSOIL 5.000 (60") 4.330 21.651 BIORETENTION TOPSOIL OR 2 x ROOTBALL DIAMETER REMOVE BURLAP FROM ROOTBALL OR _- TOPSOIL TYPE A (SEE (ROUND PIT) REMOVE FROM CONTAINER AND SCARIFY R R PLANS) SHRUB PLANTING DETAIL- rT� EMERGENT PLANTING DETAIL EMERGENT PLANT SPACING I501 % SCALE : 1/2" = 1'-0" � I501 % SCALE : N. T. S. L501 SCALE : N. T. S. 3" DEPTH SHREDDED BARK MULCH 8" IMPORTED TOPSOIL TYPE A — CONSISTING OF NATURAL, FRIABLE, SANDY LOAM, OBTAINED FROM PRE—APPROVED MANUFACTURED TOPSOIL FACILITY MEETING THE FOLLOWING MINIMUM TEXTURAL REQUIREMENTS AND IN ACCORDANCE WITH NATIVE SUBSOIL ` ASTM D5268-13: SCARIFIED 6" GRADATION SHRUB AREAS: TEXTURE CLASS % OF TOTAL WEIGHT SAND (0.05-2.0 mm DIA. RANGE) 60 — 75% SILT (0.002-0.05mm DIA. RANGE) 10 — 20% CLAY (< 0.002 mm dia. range) 5 — 15% NOTE: 1. SEE CIVIL DRAWINGS FOR BIORETENTION SOIL REQUIREMENTS. 2. IN ADDITION TO THE BIORETENTION SOIL, TOPSOIL DEFINED HERE IS TO BE PROVIDED OUTSIDE OF BIORETENTION LIMITS SHOWN ON THE CIVIL DRAWINGS. 3. PROVIDE COMPLETE TOPSOIL ANALYSIS FROM A CERTIFIED SOILS TESTING LAB FOR IMPORTED TOPSOIL WITH RECOMMENDATIONS FOR FERTILIZER AND SOIL AMENDMENTS AND APPLY AT RECOMMENDED RATES. SCALE 1" = 1'-0" ;N7I�ul[N:1�:L1:7Ulpli. CHEMICAL ATTRIBUTE RANGE pH 6— 7.5 ORGANIC MATTER 2% — 5% SALINITY EC<2 mmhos/cm TOPSOIL SHALL CONTAIN THE FOLLOWING MINIMUM AMMONIUM BICARBONATE DPTA (CHELATE) EXTRACTABLE NUTRIENTS NUTRIENT CONCENTRATION NITROGEN 5 ppm AIR DRIED BASIS PHOSPHOROUS 5 ppm POTASSIUM 30 ppm IRON (Fe) 5 ppm R-4177061 SYM RENSION BY APPROVED DATE SYM REVISION BY APPRMED MTE OF EA ACCEPTABILITY DEWN 0"22 21 avc PLANTING DETAILS yVn^c'V 'G 1'8 242' To"ORIG V^ 07/09/21 CRIS APRON R - CENTRAL C180242 WSP SPT 07 09 21 1 cv RO�r s THIS DESIGN AND/OR PLAN NG C fi LJ / / P SPECIFICATION IS APPROVED DJS 07 09 21 SHEET L502 L02 BOE//V6® APPROVED BY DEPT. DAIS DEW 07 09 21 APRON R — CENTRAL CHECKED sm P p p01ry PPR�VED RENTON SITE JOB NO C180242 DMP ND. °t4�sGA no�ti ArPROVED CIVIL MASTER II RENTON, WA DWG NO. RTN-YD-L501-7B n n v a Q LL IRRIGATION SCHEDULE MBOL 4 O MANUFACTURER/MODEL RAIN BIRD 1812-SAM-PRS SO SERIES RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES RAIN BIRD 1812-SUM-PRS 15 STRIP SERIES RAIN BIRD 1812-SAM-PRS 10 SERIES MPR RAIN BIRD 1812-SAM-PRS 10 SERIES MPR RAIN BIRD 1812-SAM-PRS 12 SERIES MPR RAIN BIRD 1812-SAMM-PRS VAN SERIES ARC al fL RADIUS 180 30 0.20 4' EST 30 0.61 4'x15' LCS 30 0.49 4'x15' RCS 30 0.49 4'x15' SST 30 1.21 4'x3O' 180 30 0.79 10' 90 30 0.39 To' 90 30 0.65 12' ADJ 30 6' RAIN BIRD 1812-SAM-PRS VAN SERIES ADJ 30 18, RAIN BIRD 1812-SAM-PRS HE -VAN SERIES ADJ 30 10' RAIN BIRD 1812-SUM-PRS HE -VAN SERIES ADJ 30 12' ELy SYMBOL MANUFACTURER/MODEL/DESCRIPTION \\ HUNTER PGV-101-MM-DC 1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR \\ X j RESIDENTIAL/LIGHT COMMERCIAL USE. MALE X MALE \\ IV2N III (NPT THREAD) INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. DC LATCHING SOLENOID. NIBCO T-113-K \ III CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS \ HANDLE, SAME SIZE AS MAINUNE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" - 3" 3/4 \ \ RAIN BIRD 33-DLRC OP e 0 0 3/4" BRASS QUICK -COUPLING VALVE, WITH _ CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER I _ a/4, / / COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. HUNTER NODE 200 e // 2-STATION CONTROLLER, OUTDOOR, BATTERY _--------___ _ 2 28.8 // I POWERED WITH DC LATCHING SOLENOID I 2" 5 (TYP) Q / IRRIGATION LATERAL LINE: PVC SCHEDULE 40 J' — — — — IRRIGATION MAINLINE: PVC SCHEDULE 40 2 STATION OPERATED _ BATTERY �\ CONTROLLER - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 VALVE CALLOUT # # #" VALVE NUMBER VALVE FLOW VALVE SIZE GENERALNOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NCVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NCVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1 THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-61R FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501 -1D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. DETAIL REFERENCES I SYSTEM MAINLINE GATE VALVE L504 2� QUICK COUPLING VALVE L504 IRRIGATION PIPE TRENCH SECTION � L504 ® VALVE BOX INSTALLATION L504 (51 I� RAINBIRD 1800 SERIES INSTALLATION L505 © PIPE SLEEVING L504 �\ BATTERY OPERATED REMOTE CONTROL VALVE L504 IRRIGATION NOTES 1. IRRIGATION CONTRACTOR TO COORDINATE WITH THE GENERAL CONTRACTOR TO INSTALL IRRIGATION SLEEVES REQUIRED. 2. CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT THE EXISTING IRRIGATION MAINUNE CONNECTION PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED TO NOTIFY THE OWNER IF THERE IS INSUFFICIENT WATER PRESSURE OR FLOW PRIOR TO INSTALLING ANY IRRIGATION EQUIPMENT. 3. PIPING SHOWN ON THE IRRIGATION PLANS IS DIAGRAMMATIC FOR CLARITY. LOCATE IRRIGATION LINES IN PLANTERS EXCEPT AT SLEEVE LOCATIONS FOR ROAD CROSSINGS. ADJUST MAINLINE AND LATERAL LOCATIONS TO AVOID UTILITIES, UTILITY STRUCTURES AND LIGHT POLES. 4. COMPONENTS OF IRRIGATION SYSTEM TO BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE HEAD TO HEAD COVERAGE AND MINIMIZE OVER SPRAY ON PARKING AREAS. 5. SYSTEM TO BE DESIGNED TO PROVIDE 1/2` PRECIPITATION PER SEVEN DAY WEEK WITHIN A ONE HOUR WATER WINDOW DURING THE WARMEST AND DRIEST TIME OF THE IRRIGATION SEASON DURING THE 3 YEAR PLANT ESTABLISHMENT PERIOD. IRRIGATION SYSTEM RUN TIMES (ASSUMING 2 RUN TIMES PER WEEK) SHALL BE ADJUSTED DURING THE IRRIGATION SEASON BASED UPON EVAPOTRANSPIRATION REQUIREMENTS. 6. WATERING OF INDIVIDUAL ZONES SHALL BE COORDINATED WITH OTHER IRRIGATION ZONES ON THE SAME MAINLINE THAT ARE OPERATING WITH A SEPARATE TIMED ELECTRIC CONTROLLER. 7. SYSTEM IS TO BE WINTERIZED BY USE OF COMPRESSED AIR INJECTED AT THE QUICK COUPUNG VALVE. 8. VALVE DESIGNATION NUMBER SHALL BE CLEARLY NOTED ON EACH VALVE SUCH THAT IT CAN BE VISIBLY READ WHEN VALVE BOX LID IS OPENED. 9. CONTRACTOR IS TO COORDINATE WITH THE OWNER IN DETERMINING PROPER WATERING TIMES AND PROVIDE A DETAILED WATERING PLAN AND SCHEDULE FOR THE SUMMER MONTHS. CONTRACTOR IS TO SUBMIT PLAN TO THE OWNER FOR ACCEPTANCE PRIOR TO PROCEEDING WITH PLANTING OPERATIONS. R-4177062� IN COMPLIANCE WITH CITY OF RENTON STANDARDS "( WSP US4AC 1 3�°`�CIVIL PERMIT CALL 48 HOURS 5 M300 20 0 20 40 N Rtival Way, WA 9B0012K BEFORE YOU DIG FAX: Gi06)431-2250 1-800424-5555 FAX: ezOe)+az-zzs0 scale feet SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE tar ACCEPTABILITY DEW 07 09 21 DRAWN DATE B IRRIGATION PLAN AND NOTES N M 21ORIG APRON R - CENTRAL C780242 WSP SPT 07 09 21 THIS DESIGN AND/OR CURRENT I H KC180242 RIG 07 09//SPECIFICATION IS APPROVED DJS 07 09 21 sREnL503 L03 o Eo e oePr oA DEW 07 09 21rlTLE APRON R - CENTRAL CHECKEDAPPROVED RENTON SITE JOBNO,C180242 COMP NO, APPROVED CIVIL MASTER 11 RENTON, WA DWG NO. RTN-YD-L501-7C 1D"DW VALVE BOX W/BOLT DOWN COVER FSD VALVE BOX 1' ABOVE FINISHED GRADE - = 11-111 1-1 11-1 n. _111-1 10" DIA. VALVE _ III SET TOP FLUSH III= BOX W/BOLT SET TOP 1"ABOVE —III=1 W/FINISH GRADE — IN LAWN AREAS DOWN COVER FINISH GRADE IN e' DEPTH ` = QUICK COUPLER BED AREAS DRAIN ROCK 2—ap IIII. VALVE BOXES THERMOPLASTIC �VALVE TESL) FINISH GRADE TRENCH BSCKRLL III I11= III III O ono opopopopo III— III IIII GATE VALVE g�g� o ' NOTE. E KEY HANDLE TO CLEAR TOPlf ( - s LINE SIZED) of Box a z MINIMUM. II II II I1= III III x 12' f OF III III —III IIII o p DRAINRO CONTINUOUS BRICK opopop III II II -III PAVEMENT EFOUNDATION (TYPICAL) 6°DIA. PVC PIPE, 10"± LONG, II III — —III— IIII FILTER = UTILIZE AMETEK 20" DEEP III IT III ,`g L,z- �- FABRIC 1 ROADWAY BOX BOTTOM IF FILTER FABRIC �L— IF ro — III " (IIII l III MAINLINE DEPTH IS 24 =1 II III= III I11— BRICK III L 1I • SUPPORTS HORIZONTAL STABILIZER SCH 40 III III_ • , " 18' LONG. In 0 SCH. 40 PIPE PVC LAlERA1 - I I I —I III —III LINE PIPING II II II II II NOTES NOTES; _ _ - TRACE WIRE 6" MIN. III —III =I 1. PROVIDE SLEEVWG AT 1. CENTER VALVE BOX EVER VALVE TO FACILITATE REMOVAL AND SERVICING. PVC SCH. 40 —III— _ —III it DURA CC STANDARD UNIBODY SCHEDULE 40 MAINLINE W/ O EVE MNNUNE = III=III—III—III= —1 Lounoxs sHowx. -IIII III III— fl—A4-1-11-12 (INCLUDES QUICK LOCK). 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. — - III —III 1"0—SCH. 40 INSTALL W/ A 39-69 RISE FROM PIPING 3, VALVE BOXES TO PREYTNT COLLAPSE AVOID OVER COMPACTING SOIL AROUND FLANGE ADAPTERS WELL COMPACTED HORIZONTAL PLANE. AND DEFORMATION OF VALVE BOXES. SUBGRADE MNNLINE TEE (SLIP X SUP X SLIP) SYSTEM MAINLINE GATE VALVE %2� QUICK COUPLING VALVE (ON SYSTEM MAINLINE) %3 IRRIGATION PIPE TRENCH SECTION VALVE BOX INSTALLATION SCALE: 1/2" - Ilop, L503 SCALE: 1/2" - 1'-0" L503 SCALE: N.T.S. L503 SCALE: N.T.S. -TOP 1" ABOVE FINISHED GRADE IN BED AREAS 12" PRE -ASSEMBLED SWING JOINT. (HUNTER OR RAINBIRD). UTILIZE 1/2" SIZE FOR 1800-S MARLEX MET % TIFF 90 DEG. STREET ELL 45 OR LESS LATERAL LINE SLIP % FIPT % SUP MARLEX MIPT X FIPT LWNUNE TEE 90 DEG STREET ELL SCALE: N.T.S. WSPVSAAC 3330I 9N Axwe SoAh CALL 48 HOURS S6 MA3036 fe 12Kb BEFORE YOU DIG L: CZWry,1-DOO 1-800-424-5555 FAX: C66)431-2250 FAX: (i(6)431-E350 SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT I 07/09/21 REVISION N MM I. PF SLED SCALE: N.T.S. BY I APPROVED I DATE i L_BOEArw" ASPHALT PAVING (SEE CIVIL) TEMPORARY 1/2" REM MARKER (AT EACH END OF SLEEVE) COMPACTED AGGREGATE ME COMPACTED SUBGRADE BACKFILL — SEE CIVIL PIPE SLEEVE WITH CAP — 2% DR OF PIREIS) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC VALVE BOX SET VALVE BOX 1- ABOVE FINISHED GRADE 4" SCH, 80 NIPPLE � BAKERY OPERATED CONTROLLER (AS SPECIFIED) BOX TO CLEAR PIPE=I \ Ih BY LATERAL FILTER FABRIC OVER IIII OPENING PACE WIRE H. w MALE ADAPTER CONTINUOUS BRICK 6" MIN. SUPPORTS AROUND DEAN ROCK WE NOTES: 1. UNIONS ARE TO FIT COMPLETELY INSIDE THE VALVE BOX. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSNY AS UNDISTURBED ADJACENT SOIL. 3, VALVE BOX SHALL NOT REST ON PIPES - PROVIDE 1" CLEAR AROUND ALL PIPES. 4, SEAL OPENINGS W/ FILTER FABRIC TO PREVENT DEBRIS FROM ENTERING, SCALE: N.T.S. CIVIL PERMIT E IRRIGATION DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' AUTOMATIC CONTROL VALVE HAS SPECIFIED) SCH. 80 MIFF UNION (BOTH SIDES OF VALVE) FILTER FABRIC OVER OPENING SCH. 80 90ELL SCH. 80 MNE ADAPTER MAINLINE W/ TEE WELL COMPACTED SUBGRADE R-4177063� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242U KID 07/09/21 L504 DMP L04 C180242 RTN-YD-L501-7D m� TU-17, AND PLAN - COFFERDAM LAYOUT O SCALE: 1 "-5'-0" GENERAL NOTES 1. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS AS TO THE EXTENT OF EXISTING SUB -SURFACE CONSTRUCTION. NOT ALL UTILITIES AND SUB -SURFACE CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB -SURFACE UTILITIES AND CONSTRUCTION. 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDFIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 3. THE PRIME CONTRACTOR AND SUB -CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF TEMPORARY EXCAVATIONS AND CUT SLOPES. 4. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. COFFERDAM AND TRENCH SHORING SHALL BE REMOVED FROM THE SITE AT THE END OF EXCAVATION WORK. 6. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION, 7. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6V FOR STORM SYSTEM IMPROVEMENT DETAIL. 8. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL, AND GRADING INFORMATION. 1� CUSTOM OIL WATER SEPARATOR VAULT OWS-067 PER STRUCTURAL DETAILS ON SHEET SS02 THROUGH SS07 ALSO SEE SHEET C501-6S FOR VAULT STORMWATER REQUIREMENTS AND DETAILS LINEAR MODULAR WETLAND SYSTEM RTU-017. SEE SHEET C501-60 FOR DETAILS LINEAR MODULAR WETLAND SYSTEM RTU-018. SEE SHEET C501-6R FOR DETAILS R-4177064 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS "( WSP US4 AC 1 3�°`�00[CIVIL P E R M I T CALL 48 HOURS were 300 R al Way, WA9800126M BEFORE YOU DIG TEE:(206)+31-2300 1-800424-5555 FAX: (2a5)+3i-zzso SYM RENSION BY APPROVED DALE SYM REVISION BY APPROVED DALEDRAWN DATE n � ACCEPTABILITY DEW 07 09 27 SUBnT1E CURRENT N rM E A ORIG APRON R - CENTRAL C180242 WSP MW 07/09/21 o3'Eo w w-P SPETHIS ilSI NS ND/ORAPP ED H K SHORING DETAILS C180242 `l RI" 07/09/91 DJS 07 09 21 SHEETBOE//VG ® 9 PPRo ED BY DEPT. DAM DEW 07 09 21 INDB APRON R- CENTRAL C C O 1 C C O 1 CHECKED �.J �.l 1 �.1 �.1 1 APPROVED RENTON SITE JOB NO, C180242 -;AN „ `'®aanE E' (4ry APPROVED DWG NO �� CIVIL MASTER `, 11 RENTON, WA . RTN-YD-SS01 SAWCUT EDGE OF EXISTING PAVEMENT SHORE EDGE OF PAVING AS NESESSARY WITH CONCRETE EDGE FOOTING TO PREVENT PAVING FROM UNRAVELING OR BECOMING DISTRESSED. TOP OF COFFERDAM WELL HAS SIGNIFICANT DISPLACEMENTS UNDER DESIGN LOADS AND MAY RESULT IN LATERAL SPREADING OF NEAR SURFACE SOILS, CONTRACTOR SHALL MONITOR AND ADD TO EDGE FOOTING AS REQUIRED TO MAINTAIN EXISTING PAVING NEEDED FOR ONGOING BOEING OPERATIONS DURING CONSTRUCTION. 1/4" CHAMFER, SHEET PILE COFFERDAM SEE TABLE 1 UTLNY 1�7 6' STRUT O.C. IN HORZ. 24 KIPS MAX. WORKING LOAD SEEL PLATE SEE TABLE 2 X Ar ��. \/ 0 STRUT O.C. IN / HORZ. 24 KIPS VAX. WORKING LOAD \/ 8"x8"x3/4" TYP \ \ SHORING PLATE, / SEE TABLE 3 (� SECTION SSSS01 SCALE: NITS SS02 TABLE 1 DEWATERED NOT DEWATERED Hp SHEEP �B� I MAXIMUM ANTICIPATED DEFLECTION SHEET �B� MAXIMUM ANTICIPATED DEFLECTION 11'-0" AZ19 31.0' 10.4" AZ13 25.0' 8.4" NOTE: STEEL GRADE 50ksi STEEL SHEET PILES WSFIZAAC 3330I 9N AImemeS It CALL 48 HOURS Me300 S3ao fe 9B0012Kb BEFORE YOU DIG L: (2Wry, 1- -800-424-5555 FAX: GM)431-2250 FAX: (i(6) 431-E350 SYM RENSION BY APPROVED mm ORIG APRON R — CENTRAL C180242 WSP MW 07/ 99/21 A BUILDING PERMIT COMMENTS RD 1 C180242 WSP MW 06/03/21 REVISION BY I APPROVED I DATE i L_BOEArw" IT" SECTION - TYPICAL TRENCH @ TOW PATH_ — SCALE: NITS STEEL PLATE COVER TABLE 2 SPAN PLATE "A" (FT) 2'—C" 1 3/8" 5.0 3'—C" 1 3/8" 5.0 4'—C" 1 3/8" 5.0 5'—C" 1 1/2" 5.5 6'-0" 1 1/2" 6.0 7'—C" 1 5/8" 6.5 8'-0" 1 3/4" 7.0 9'-0" 1 7/8" 7.5 10'-0" 2• 8.0 NOTE: STEEL GRADE 50ksi, MIN PLATE WIDTH 8' SHORING TABLE 3 H H1 H2 D T (IN) S 11 0" 3' 0" 4'—O" 7' 0" 1.0 S 9'-0" 310" 4'—O" 7'-0" 1.0 S 7'-0" 2'-0" 3'—O" 5'-0" 3/4 S 5'-0" 2'-0" 0 5'-0 3/4 NOTE: STEEL GRADE 50ksi ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC 2 MIN ASPHALT 3/4"Axl8" HEADED SPIKE* ® 18" OC AND WITHIN 6" OF EACH EDGE OF PLATE, ONE SIDE OF TRENCH =EPDXY. XYD G ITH GENERAL NOTES 1. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS AS TO THE EXTENT OF EXISTING SUB —SURFACE CONSTRUCTION. NOT ALL UTILITIES AND SUB —SURFACE CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB —SURFACE UTILITIES AND CONSTRUCTION. 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 3. THE PRIME CONTRACTOR AND SUB —CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFELY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF TEMPORARY EXCAVATIONS AND CUT SLOPES. 4. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 5. COFFERDAM AND TRENCH SHORING SHALL BE REMOVED FROM THE SITE AT THE END OF EXCAVATION WORK. SHORING DETAILS APRON R — CENTRAL RENTON SITE MASTER 11 NOTES: 1. DO NOT SUPPORT TRAFFIC PLATES WITH SHORING PLATES. 2. PROTECT EXISTING UTILITIES FROM DAMAGE. 3. WHERE CAVING CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION SEQUENCE, NO FURTHER INSTALLATION SHALL BE ALLOWED UNTIL THE CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. 4, MISC STEEL SHALL CONFIRM TO THE FOLLOWING (UNLESS OTHERWISE NOTED): W SHAPES ASTM A36 Fy = 36 KSI (OR BETTER) ANGLES/CHANNELS ASTM A36 Fy = 36 KSI PLATES ASTM A36 Fy = 36 KSI R-4177065� IN COMPLIANCE WITH CITY OF RENTON STANDARDS cviao"242...... A 07/09/L1 SS02 SSOid lr C 180242 con+r RTN—YD—SS02 STEEL WALL BELOW. SEE SHEET SSO4 FOR DETAILS 4" CONCRETE LINER BELOW STANDARD 90' HOOK, IYP—\ F#6 — L 4'-0" TOP AND BOT, TYP #808" TOP AND BOT -- - -- - --------------- -- - --- ------------------------------------ --- -_----------- - ------� 1 L_J L_J L_J I II ` I I I I II 1 1 I I I I I I I II I I I I I I I I II 1 1 I I I I I F II I ACCESS I I I I ACCESS 1 I SS05 ACCESS B I i HATCH I I I I II I SS05 1 1 � 1 1 1 1 II 1 1 I I SOS I I I I I II I I I I I I II �I 1 1 I I I D I A I II n I I SSO5 I I I 1 SS05 I I 1 I II II a m 1 1 I I A I I 1 I I I I I I I I I I I I I I II II - - I I I I I I I I I II I I I HATCH I I I II za'-s" 1 I II 1 1 I I I I I I I II I ACCESS i i ACCESS i ACCESS I I I I I I I II 1 1 I I ILII I I I I I II II 1 IF,r Lm C C SS05 SS05 WSP 0AC 3330I9 e X tl CALL 48 HOURS S 30 fe al Wry, 12Kb BEFORE YOU DIG Tel: 1-DOO L: (2 1-800-424-5555 G06)431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP MW 07/ 99/21 A BUILDING PERMIT COMMENTS RD 1 C180242 WSP MW 06/03/21 (a) PLAN — STEEL VAULT BOX LID NOT' ` BASED ON 4" CONCRETE WALLS C50�1jC SCALE: 3/4' = 1'-0' 1 0 1 2 3/4" = 1'-0" scale feet SECTION SCALE: 1 1/2' = 1'-0' 8 0 8 Ifi 1-1/2„ — 1'-0" scale inches REVISION BY I APPROVED I DATE C12x30 PERIMETER STEEL ALL SIDES OF VAULT LID, WITH (2) 1/2'ox7' STUDS ® 16'O.C. i L -BOEArw" iT TOP AND BOT � SECTION SCALE: 1 1/2" = 1'-0" 8 0 8 16 1-1/2" = 1'-0" scale inches R-4177066� IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/ORCITEK SPECIFICATION IS APPROVED 67 oi`o9 21 '"""� STRUCTURAL VAULT DETAILS "" '�.' ,. C1$024i ... q A 07 09 / SPT 07 09 21 SHEET ^ J J�O� CC J J O\ MOW 070921 TITLE APRON R —CENTRAL RENTON SITE CIVIL MASTER `, 11 RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO C180242 `CMF , APPRDVED A muvEO DWG NO, RTN—YD—SS03 r C12x3O, TYR r-- I --T------------ I —------------ --------------- ------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------- I / I I I I _ I I I I I I STIFFENER PLATE 1/7x10 1/8", TYP—/ I I I I I I I I BAFFLE FROM LID BAFFLE FROM FLOOR I I I I I I I I I I I I I I FULL HEIGHT WALL I I I I I I I I I I I I sos ssDos s os s I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L________ _______ _______________ _______________ _______________I_______________I__________------------------- --J SPFFENER� C1200, TYP— EXTENDED WALL R --�, PLATE 3/4^ 3•_1p^.. PLAN - STEEL- VAULT BOX SCALE: 3/4"=1•-0' 4._0�.Wy 1 4._0�.Wr 1 3•_1p^r. NOTE: •. BASED ON 4" CONCRETE WALL. INLET OR OUTLET, SEE CIVIL FOR LOCATION B SS06 A SSO6 WSP AC "( 3330I 9NA eX tl CALL 48 HOURS 1 I 300 w al fe 9B0012Kb BEFORE YOU DIG L: (2Wry, 1- )431-2250 -800-424-5555 FAX:(m FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE GRID APRON R — CENTRAL C180242 WSP MW 07/09/21 ELEVATION - STEEL VAULT BOX SCALE: 3/4'•=1'-0'• REVISION BY I APPROVED I DATE BASED ON 12" MAX CONCRETE FILL AT FLOOR. i L-BOEArw" INTERIOR FACE OF STEEL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC CIVIL PERMIT E STRUCTURAL VAULT DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' 141770671 IN COMPLIANCE WITH CITY OF RESTANDARDS c1802421 (il 07/09/LI SHEET SSO4 SSO4 C180242 1.. RTN-YD-SSO4 9o�o„CWTC1.OT WALL REINFORCEMEN n DETAIL S�SOj SCALE: 1" 1'-0" SSO4 rc'NN%, SECTION SSO3 SCALE: 1 1/2"-1'-0" WSP USAmc 3330I9N Aaxrv2e Xutlt �� CALL 48 HOURS 1 were Sao R al Way, WAWO0 2Kb BEFORE YOU DIG Te1:(2N)431-DOO 1-800-424-5555 F AX: (zaeI431-zzso SYM RENSION eY APPROVED DATE SYM ORIG APRON R — CENTRAL C180242 I WSP I MW 07/09/21 A BUILDING PERMIT COMMENTS RD 1 C180242 1 WSP I MW 06/03/21 REVISION �OR/ D 1) BY I APPROVED I DATE noAa° "I T„o .. o„T 3/4- W/1/ 18° 1 4 24" CIRCULAR OR SQUARE FRAME �\ DETAIL _ (SEE MANUFACTURER CATALOG FOR DETAIL) SS03 SCALE: 1" 1'-01 SSO4 DETAIL SCALE: 1" = 1'-0" SSO4 0 L -BOEAFW" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED oNr M PLATE 0 EVERY QUADRANT RENT CONCRETE SECTION SCALE: 2" = 1'-0" 4 0 4 8 2" = 1'-0" scale inches REBAR n SECTION _ 10 SS03 SCALE: 2" = 1'-0" 4 0 4 8 2" 1'-0" scale inches STRUCTURAL VAULT DETAILS APRON R — CENTRAL RENTON SITE MASTER S 11 R-41770681 IN COMPLIANCE VVITN CITY OF RENTON STANDARDS C180IN 249 ...... A 07/09/71 SS05 SS05 C180242 con+ry �c. RTN—YD—SS05 DETAIL SSO4 SCALE: 3"=1'-0" EXTEND WAI DETAIL SSO4 SCALE 2" = 1'—O" WSP "( 3330I9 e X tl CALL 48 HOURS 1 I 300AC w al fe 12Kb BEFORE YOU DIG L: (2We4,1-DOO -80(]-4Z4-5555 FAX: GM)431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED MM ORIG APRON R - CENTRAL C180242 WEE MW 07/09/21 A BUILDING PERMIT COMMENTS RD 1 C180242 WSP MW 06/03/21 REVISION BY I APPROVED I DAIS t/2' Max n sECTION SSO4 SCALE: 2" = 1'-0" i L-BOEArw" j PIPE SLEEVE FOR PENETRATION. t= .25 MIN. SIZE APPROPRIATELY. SEE CIVIL SHEETS FOR PIPE SIZE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICA➢ON IS APPROVED APPROVED�PTTC R t e I I I I I I 5 I I I I L------ CONCRI (FIELD --CONCRETE LID — -- -- -- -- —— -- -- -- — — — — — I I I I SECTI 5504 SCALE: 3"=1'ON—O" STRUCTURAL VAULT DETAILS APRON R — CENTRAL RENTON SITE MASTER S 11 R-4177069� IN COMPLIANCE VVITN CITY OF RENTON STANDARDS C180249 ...... A " 07/09/L1 SS06 SS06 C180242 con+ry �c. RTN—YD—SS06 OUTSIDE FACE OF VAULT WALL. TYPICAL ALL FACES I OUTSIDE FACE OF VAULT WALL. TYPICAL ALL FACES I SECTION - VAULT CONCRETE PAD FOUNDATION PLAN SCALE: 3/4= \1'-0" 1 0 1 2 / 3/4,p = 11-0„ scale feet NOTES: CONCRETE PAD FOUNDATION REQUIRED FOR OWS-067, RTU-17, AND RTU-18. LINE POST - SPACED 0 10' POST \DE BRACE F r• F• rFAc FFF w .a as ..aa r......a......:.a a.... K � : o. .oac...a:.... ...� �a....aa a.. .a.. .a.. ..moo a........�ai'os � WSP 0AC 3330I9 Amme&clt CALL 48 HOURS S 30 fe ai Wry, 12Kb BEFORE YOU DIG L: (2 1-DOO LEI: GOs)431-2250 1-BDD-424-.>SrJ.> FAX: (i(6)431-E350 SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP MW 07/09/21 REFLECTIVE TYP. LMIT3 4000 SPEC SELVAGE FABRIC POST AND RAIL SPECIFICATIONS 3Vj' PIPE ROLL FORMED 7 3g" ' Y"_, MEMBER II�II I� NOM. SIZE SECTION WEIGHT (SCH. 40) (Ibttt) � f[ E END, CORNER, OR PULL POST 2Yz DIAM. O 5.10 LINE OR BRACE POST 2" DIAM. OB 2.40 FENCE LINE FABRIC LOOP BRACE OR TOP RAIL 1 Y4" DIAM. © 1.35 2 SIDES GATE POST 3Yz' DIAM. O O O REVISION I BY I APPROVED I DATE 4' CH, SCALE: NTS i L-BOEArw" CHAIN LINK FENCE FABRIC NOTES: 1. CHAIN LINK FENCE FABRIC SHALL BE BLACK VINYL COATED. RAILS AND POSTS ARE PAINTED BLACK. 2. CONCRETE POST BASES ARE 12" MINIMUM DIAMETER. 3. TENSION WIRE IS PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED PT.CC CIVIL PER E MISCELLANEOUS STRUCTURAL DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177070I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1802421 71 07/09/91 SHEET SS07 SS07 JOB NO. C180242 r01f I DWG NO. RTN—YD—SS07 ------------- -------------------------------------------- ----- r- ----- N-------------------- --- N Ar CONNECT TO APRON R .-.-�� j • 1 I FIRE SYSTEM WITH 6° DI 1 I 22 LF 6° DI FIRE . 1 N: 185813.25 II ,_________I 1 I I E: 1300180.32 1 II M501-iC 1 7/111 N: 130018 053E: 185797, .5 HE 185817B7 1 I / E: 1300263.86 I I CW 4 1 / III 1 I _ -- ----________ �vr-_____cW_____�,,v-� - i a -- ____ CW_ I II I I III 1 I I I III } I I ;;I 1 a I X. II I I N: 185799.711 III I I II I E: 1300192.47 4 III I I 1 11 / 1 200' SHORELINE N: 185790.55 2 III 1 1 SETBACK E: 1300195.191 III I a I 1 II I I 111 1 H I to III I 1v I III i � IRE 1 I II 1 I I II M501-1C I a I m � N� �185685.14 4 E: 1300299.46 °o-11 ® N: 185683.10 II 1 3 E: 1300289.31 III I I ; srs �sis�sis sis sis sJs� I sis I I I \R I I N: 185854.14 I I N I• I E: 1300301.77 1 1 I N 18 LF 6" DI FIRE I I I \ N t I I I 1 I 1 3 1 5 N: 14823 E: 1300300401.94 3 N: 185552.51 M50� jC FSTS STS i s15 5L5 51s b 1 3 I E: 1300100.13 1 6 N: 185637.30 15 LF 8° DI FIRE L__-- E: 130 306.14 1 4 N: 185549.08 I 95 LF 8" DI FIRE E: 1300100.56 1 1N: 185605.92 FWD FW FW 1 S 5 as 515 1 4 1 - µ 1 E 1300319.80 1 1 1 I r. I I N: 185622.35 1 1 E: 1300310.02 1 ILI 1 �� L cx cw cw LL, �: .,� ----------� --- ----J 1 3 1 1 11------------------------SI 1 1 I I cw Lcdw-ow cw 1 1 j I I �I EG,ECW 1 I I I W FW FW FW I 1 1 s SEE ELECTRICAL PLANS 1 (nP) I ti N I I I I PRO NE 1 6" DI 1 P r...,CW 1 P EL i PROTECT EXISTING PE 0 1 a KITCHEN 8" WATER O 1 j 1 29 LF 6" DI FIRE 1 1 1 � 1 • • E: 1300241.800241.80 I I I N: 185478.21 � 3 1 3 E. 1300214.10 NEW 30" STORM I I 1 / I 90 sisA? 1 LL/ 1-- ---- ,� _ L� WSP "( 3330I9 Amme Xu CALL 48 HOURS 1 I 300AC w al feU Wry, 12Kb BEFORE YOU DIG (2 1-DOO )431-2250 1-QDB-424-.>JrJ.> FAX:(m FAX: (i(6)431-E350 SYM RENSION SY APPROVED MM ORIG APRON R - CENTRAL C1802421 WSP I SPT I 07/09/21 WATER AND FIRE SYSTEM IMPROVEMENTS sCAI F: 1" = 10' REVISION I BY I APPROVED I DATE L_BOE//VG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GENERAL NOTES 1. SEE SHEEP C501-113 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEEP M501-1C DETAIL 4 FOR TYPICAL UTIUTY TRENCH BEDDING AND BACKHLL. SEE SHEET M501-113 DETAIL 3 FOR TYPICAL FIRE WATER UTILITY TRENCH BEDDING AND BACKFILL. 4. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 5. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 6. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERIJNE OF PIPE. 7. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 8. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 9. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND FITTINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM THAT PROVIDES A POSNNE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN RELD CUT PIPE, PER MANUFACTURERS INSTRUCTIONS. 10. DOLLARD PROTECTION FOR ABOVE GRADE UTILRIES SHALL BE PER DETAIL 5 ON SHEET M501-1B WITH SPACING PER DETAILS 1 ON SHEET M501-1B. 11. SEE SHEETS C11E AND C12E FOR �FIRE \MAIN ISOLATION VALVE LOCATIONS. / 1� FIRE HYDRANT ASSEMBLY (n M501-18 2� CONNECTION TO EXISTING 2" DOMESTIC WATER LINE (� M501-1 B YARD HYDRANT AT UTILITY STAND �--I M50101 ® WATER SERVICE AND AIR VAULT 1 - 2" TEE (a: 1 1 - 2" VALVE M501 -1D 1 - 1" SVC LINE REFER TO MECHANICAL PLANS FOR CONTINUATION CONSTRUCTION NOTES 1 - 6" 90' BEND (RJ) 1 - 10"x6" CUT -IN TEE (FLxMJ) 1 - 6" GATE VALVE (FL) 1 - 6" COUPLING ADAPTER (FLxRJ) 2 - 10" SPOOL AS REQUIRED 1 - THRUST BLOCK SEE GENERAL NOTES 1 - 12"x6" CUT -IN TEE (EL) 2 - 12" GATE VALVE (FLxMJ) 1 - 6" COUPLING ADAPTER (FLxRJ) 2 - 12" SPOOL AS REQUIRED 1 - THRUST BLOCK SEE GENERAL NOTES 1 - 2" 90 BEND 1 - 10%8" CUT -IN TEE (FLxMJ) 1 - 10" GATE VALVE (FLxMJ) 1 - 8" COUPLING ADAPTER (FLxRJ) 2 - 10" SPOOL AS REQUIRED 1 - THRUST BLOCK SEE GENERAL NOTES © 1 - 8"x6" REDUCER (FL) 1 - 8" COUPLING ADAPTER (FLxRJ) CIVIL PERMIT E PERMANENT UTILITY DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177071 IN COMPLIANCE WITH CITY OF RENTON STANDARDS c: 1802 421 UKIU 07/09/91 M501-1A M01 C180242 COMP rvo. o. RTN-YD-M501-1A NOTES 1. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL WB67-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3-WAY WITH 5 1/4" PUMPER CONNECTION. HYDRANTS SHALL HAVE STORE ADAPTER AND CAP INSTALLED. PIPING SHALL HAVE 3-FEET (MIN.) COVER. FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON ITEM AND DESCRIPTION A FOLLOWS: HYDRANT DESCRIPTION: 5-1/4 WB67 UL/FM 4'OL/A MJ WHITE HYDRANT NO: P-WB67LAOLPUL/FM STORZ ADAPTER AND CAP DESCRIPTION: 4-1/2X5 FNST STORZ ADPT W/CAP NEW FIRE HYDRANT MATCH EXISTING HOSE PORT SIZES AND THREADS PUMPER CONNECTION TO FACE AS PER PLAN N GRADE CONC TO BLOCK 3000 PSI ® 28 DAYS BEARING AREA = 3 SF POLY COVER i o OVER GRAVEL M �' NEW 6" CATE m VALVE (FLXMJ)— \ )ONC BLOCK 4"xl6"xl6" )0 NOT COVER DRAIN 1/2 CY OF GRAVEL BACKFILL FOR DRAINS 2. SEE FACILITIES DESIGN STANDARD D38108-1, FIGURE 3. 3. ALL NEW FIRE LINES ARE DESIGNED WITH RESTRAINED JOINTS. 4. THE FIRE HYDRANT BOLLARD LAYOUT SHOWN REPRESENTS TYPICAL SPACING ONLY. REFER TO SIDE PLANS AND DETAILS FOR LOCATIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECML CONFIGURATIONS. 411110ITdIIC141 All :7131'11:1Ali all I:Ii:a:Il\:7:117aY98Zvi 7N0:461141111f.IT, T;TcA LL. 1W0 3/4" DIA .•>L�,"> .a>! �e SHACKLE RODS COAT W/ BITUMASTIC 4" STEEL GUARD POST TYPICAL 4-PLACES -------------� I I I NEW CAST IRON VALVE 2.5 (MIN.) BOX W/ SLIDE EXTENSION I /NEW TEE OR REDUCER O AS IDENTIFIED PER PLAN I I --------------- I I I I I I I I FIRE HYDRANT BOLLARD LAYOUT (TYP.) UNDISTURBED SUBGRADE GONG THRUST BLOCK -3000 PSI ® 28 DAYS n FIRE HYDRANT ASSEMBLY SECTION M501-1A SCALE: NTS lJ i PROTECT EXISTING POWER CONDUIT. SEE ELECTRICAL PLANS REPLACED HARDSTAND R5 SVC LINE DIRECTION OF LAY FULL LENGTH RJ PIPE (WITH FACTORY WELD SEE DETAIL 1 ON SHEET M501-ID FOR VAULT DETAILS 1 — 2" TEE •I 1 - 2" VALVE SEE SHEET M450 FOR AIR CONNECTION TO EXISTING FIELD CUT IN RJ PIPE FACTORY WELD BEAD A B C D 1 I RJ LOCKING SEGMENTS RJ LOCKING \ SEGMENTS GRIPPER RINGS I Jx" s RJ LOCKING SEGMENTS BELL x PLAIN END FIELD CUT RJ PIPE (NO WELD BEAD) GRIPPER RING FULL LENGTH RJ PIPE (WITH FACTORY WELD BEAD) RJ BEND FITTING NOTE: 1. METHOD SHOWN IS FOR LOCATION WHERE FIELD CUTS ARE REQUIRED AND DIP IS W FIELD CUT PN END ((NO TR-FLEX RJ DIP W/ GRIPPER RING. WELD BEAD) PLAIN END WITH FACTORY 2, GRIPPER RING SHALL NOT BE USED ON WELD BEAD ABOVE GROUND DIP. DETAIL- - TYP INSTALLATION METHOD FOR RJ FIELD CUTS SCALE: INTO CW CW — PIPE BEDDING NOTES: 1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-1B. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT DAMAGE DUE TO LOADING. CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF TEMPORARY PAVEMENT SECTION IS USED. RIGID PIPE FLEXIBLE PIPE (DUCTILE IRON, STEEL) (PLASTIC, PVC) I DETECTABLE WARNING TAPE PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS > 8 • 1a 1/OVER MIN SEE NOTES e� 1 I TRENCH BACKFILL SHALL BE CSBC PER WEDGE STD SPEC 9-03.9(3)- GEOTEXTILE FOR AS REQUIRED FOR OVEREXCAVATION. SEE NOTE 2. QUARRY SPALLS FOR AS REQUIRED FOR OVEREXCAVATION. SEE NOTE 2. (M c �P.NTPIPE BEDDING SECTION FILL PIPE WITH CONCRETE FINISH TO BE CONVEX 4" SCH, 40 STEEL PIPE. POWDER COATED YELLOW OR PAINTED TRAFFIC YELLOW PER BOEING SPEC. 1/2%8%8" STEEL PLATE W/ 4EA 3/4" WEDGE ANCHORS EMBED A MINIMUM OF 6" 1/2" MIN NON -SHRINK GROUT SECTION --CW� _CW _--- h CW _— -- EXISTING UTILITIES FROM THE 4-81 BUILDING CONNECT TO EXISTING 2" WATER M51-1A SRD NTSNTS • FROM 4-81 BUILDING 1 - 2" 90 DEGREE BEND REMOVE EXISTING 2" WATER UP TO CONNECTION POINT (JD CONNECTION DETAIL N SCALE: NTS WSP "( 3330I 9N AxmeX tl CALL 48 HOURS 1 I 300AC w al fe Wry, 12Kb BEFORE YOU DIG L: (2 1-DOO )431-2250 1-806-424-5555 FAX:(m FAX: (i(6) 431-E350 SYM 1 RENSION I APPROVED DAIS SYM REVISION 6Y APPROVED MTE ORIG I APRON R - CENTRAL C180242 I WSP I SPT 07/09/21 BOEZ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC MIN TRENCH WIDTH FOR PIPE DIAMETER < OR = 15"; WIDTH = PIPE DIA + 30' FOR PIE DIAMETER > 15"; WIDTH = (PIPE DIA X1.5) + 18" 3/2 CIVIL PERMIT E PERMANENT UTILITY DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' PIPE OUTSIDE 1/2" MIN MIN 6' MIN 12" MIN _ OVEREXCAVATION AS REQUIRED SEE NOTES (TYR) PIPE BEDDING PER WSDOT 9-03.12(3) R-4177072� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242UKI6 07/09/91 M501-1 B M02 I. C180242 comp rvo. I RTN—YD—M501—iB I 4 I I N: 165802.45 1 • • I E: 1300182.02 3 I 2 I N: 17.61 1 I E 1300 00175.28 I J I w cw�---------- • • v N I �' • • m I �_-___--�_________-_-_- - _-- ---- ^-------------------------------- RS 1 N: 185780.50 N: 185777.27 E: 1300196.49 1 I I E 1300187.68 I 1 7.7 1 L---------------------------------------------- BOLLARD LAYOUT 6Q AT HARDSTAND R5 �1 jA M50 SCALE: 1"=10, Q 1 ______________ III I I 1 5687. 181880 I I I E: 1300288.10 I 1 � I II•� I 1 3 II I I I 4 • III• I I 111 I I JI I j ®• 0- I o--J 1 � v• •I. I I 1 1 7.7' • I I II 1 I • �I I I I I I II I 1 i 1 M 185658.75 • 1 1 E: 1300287.61 I I 1 I I II DETECTABLE SEE PAVING PLANS NS WAR NING TAPE. 6" MIN ABOVE CROWN (TYP.) TRENCH BACKFlLL SHALL BE SEE WSDOT STANDARD SPEC. 9-29.1(6) CSBC PER WSDOT STD SPEC 9-03.9(3) as ° a a - a -a a a< 1' 525 BE 1' 1' 1' SEE NOTE 5 BELOW 'S" MIN. (� ® DIAM LP OF - . 6 MIN. < UTILITIES .3" AIR PIPE BEDDING -SEE MECHANICN_ PUNS FOR SIZE -TYP. OF ALL UTILITIES PER WSO -IN ALL LOCATIONS STD SPEC 9-03.12(3) -I i i i i i i I I I I I I I 3 - 4" POWER + 1 - 4" SPARE 3 - 3" COMM SEE NOTE 5 BELOW NOTES: 1. ALL BACKFlLL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN C DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-11E. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT DAMAGE DUE TO LOADING, CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF TEMPORARY PAVEMENT SECTION IS USED. 5. POWER AND DATA CONDUH ARRANGEMENT SHOWN REPRESENTS THE WIDEST CASE. REFER TO ELECTRICAL PLANS FOR VARIOUS ELECTRICAL AND DATA SECTIONS. (�K) PIPE BEDDING AT JOINT UTILITY TRENCH C501-6A SCALE: NITS TO C501-6C WSP 0AC 3330I9 AmmeSe S 30 CALL 48 HOURS aI fetleral Wry, 1-DOO 12Kb BEFORE YOU DIG FAX: (ZN) 1-800424-5555 FAX: czael+3l-zzs0 SYM 1 RENSION I SY APPROVED DATE SYM REVISION BRIG I APRON R - CENTRAL C180242 I WEE I SET 07/09/21 BOLLARD LAYOUT MSo A LE HARDSTAND R6 Q 3'-0. UNISTRUT P1380 FLAT PLATE FITTING P-------------------------------------------------T I I I I I I N: 185553.84 i 1 E: 1300104,97 1 N: 185554.32 I E 1300075.93 25 6 EA 0 5 OC I I I _ 4 I I \\\ I I I I/ L - - ----3 ------------I i 25'(6 EA 05'OC) 2 I � I I � I 1 N: 185539.36 1 N: 185551.34 E: 1300079.79 1 E: 1300095.29 1 R7 I 1 I I I - -----cww -�. ------ - -cwcw --- - ---0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNISTRUT POST BASE P2072A SQ. UNISTRUT P1000 W/ (4) EPDXY ANCHOR Tj"0 HILTI HI 87 THREADED ROD W/ 4" EMBED DEPTH W/HILTI HR-HY 200, TYP 0 0 a a BY I APPROVED I DATE e UTILITY STAND NOTES: 1. UNISTRUT PART NUMBERS INDICATED ARE TAKEN FROM THE CURRENT VERSION OF THE GENERAL ENGINEERING CATALOGUE (No. 17A). CONTRACTOR MAY USE APPROVED EQUAL. 2. UNISTRUT FRAMING MEMBERS SHALL BE 12 GAGE STEEL AND SHALL CONFORM TO ASIA A1011 SS GRADE 33. 3. CONTRACTOR SHALL USE ONLY UNISTRUT FITTINGS WITH UNISTRUT FRAMING MEMBERS. UNISTRUT FITTINGS SHALL CONFORM TO EITHER ASTM A575, A576, A635 OR A36, AND SHALL MEET THE PHYSICAL REQUIREMENT OF ASTM A1011 SS GRADE 33. 4. CONTRACTOR SHALL USE ONLY UNISTRUT NUTS, BOLTS AND WASHERS FOR ASSEMBLING UNISTRUT STRUT SYSTEMS. NUTS AND BOLTS SHALL HAVE UNIFIED COARSE THREADS. UNISTRUT NUTS, BOLTS AND WASHERS ARE NOT SHOWN IN THIS DETAIL; HOWEVER, THIS DOES NOT PRECLUDE THE CONTRACTOR'S RESPONSIBNTY TO FURNISH AND INSTALL ALL CONNECTIONS AS SPECIFIED BY THE ENGINEER AND/OR AS RECOMMENDED BY THE MANUFACTURER. 5. UNISTRUT FRAMING AND FITTINGS SHALL BE HOT DIP GALVANIZED, (HG) FINISH, CONFORMING TO EITHER ASTM A123 OR A153. UNISTRUT BOLTS, NUTS AND WASHERS SHALL BE ELECTRO-GALVANIZED (EG), CONFORMING TO ASIA B633 TYPE III SOL FINISH, UNLESS NOTED OTHERWISE. 6. AFTER ASSEMBLY, APPLY TWO COATS OF BOEING APPROVED PAINT SYSTEM OVER ALL GALVANIZED SURFACES, TYP. n DETAIL - UTILITY STAND UNISTRUT - SCALE: NETS i L_BOEArw" 0 10 20 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC BOLLARD LAYOUT HARMSoSACn E: 1"=10' AND R6 Q GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NM29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. 4. BURIED UTILITIES ARE SHOWN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PUNS FOR DESIGN DETAILS. 5. HARDSTAND WORKPOINT SHALL BE ON THE CENTERLINE OF FRAME AT THE EDGE OF THE STAND AS SHOWN. SEE DETAIL 6 ON M501-1C. 6. SEE SHE PUNS FOR BACK OF CURB HORIZONTAL CONTROL. l> INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES AS SHOWN PER DETAIL M501-1B CONSTRUCTION NOTES HARDSTAND WATER AND COMPRESSED AIR VALVE VAULT YARD HYDRANT AIR MANIFOLD tj WORKPOINT AT i END OF STAND. REFER TO PLAN VIEW SHEET C500-58 FOR COORDINATES. n HARDSTAND WORKPOINT \/ SCALE: 1"=10' CIVIL PERMIT E UTILITY DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177073I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1802421 UK16 07/09/91 1501-1 C M03 COMP N C180242 RTN-YD-M501-iC n n v c Q LL Full 180' Open I - IC -I-I ® �� i _ I -I -I -I- -I-I- i �-I�I�I�ITITITI�I�I�I�I�I- ®� � -I-I-I-I-I-I-I-I-I-I-I-I-I- ®� Cover No. 3030-P 110 Ibs, Optional Solid Base No. 3030-SB 950 Ibs. NOTES 1. ALL VAULTS AND JUNCTION BOXES SHALL MEET THE AIRCRAFT LOAD RATING SPECIFIED ON SHEET C501-1D. 2. FRAME AND GRATE SHALL BE NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. 3. THE BASE SHALL CONTAIN (2) - 3" MIN. DIAMETER HOLES TO ALLOW FOR DRAINAGE. M501-1A N� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V ASV ASV O /V/V/V Ate\ \_(4) 1/2" Dia. Bolts LGalvanized Diamond Plate Cover For Frame Hold -Down w/ Locking Latch PLAN VIEW PLAN VIEW Cover Not Shown Shown With Cover 2'-08" 2•-08• 5' Dia. Knockouts ti 2 Each Side, 4 Sides o Lift Hole 1 1/2" Dia. O O O O w 4�" 68" 1 44" FRONT VIEW NI- SIDE VIEW 2._07" 2._07•• Din. �Knockouts N 2 Each Side, 4 Sides Lift Hole 1 1/2" Dia. 4.. 68'• 44" 1•-11 " 1'-112" FRONT VIEW SIDE VIEW Shown With Optional Solid Base Shown With Optional Solid Base DOMESTIC WATER AND COMPRESSED AIR VALVE AND TEE VAULT WSP "( 333a19N Aa me SmI t CALL 48 HOURS 1 I 300AC SU al fetl: Wry• 12Kb BEFORE YOU DIG (2 1-DOO 1-800-424-5555 FAX:(ms)431-2250 FAX: (i(6) 431-E350 SYM RENSION SY APPROVED DATE ORIG APRON R - CENTRAL C1802421 WSP I SPT I 07/09/21 REVISION BY I APPROVED I DATE i L_BOEArw" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC CIVIL PER UTILITY DETAILS RENTON SITE MASTER S 11 R-4177074 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1802421 UKlli 07/00/1 M501-1 D M04 0, C180242 COMP NO, ID. RTN—YD—M501 —1 D LEGEND GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. REMOVAL NOTES REMOVE (E) ABOVE GROUND AIR PIPING AND PIPE SUPPORTS. PREPARE FOR FUTURE BELOW GROUND CONNECTION. YARD HYDRANT AT UTILITY STAND TO REMAIN. CIO C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 REVISION w APPROED DATE SYM ENSIGN w APPROOTD DATE W. Cq ACCEPTABILITY HIS 02.05.21 'yp11�" PARTIAL SITE AND UTILITY PLAN - PLUMBING APRON R - CENTRAL C180242 FSi AWL 07.09.21 ```- m rury, 'I' THIS DESIGN AND/OR CH ECKED SPECIFICATION IS APPROVED AWL 02.05.21 Q� BOE/A/6 2 y' aPRovco er DEPT. DATE GLS 02.05.21 Ell MILE APRON R — CENTRAL G� cNECNEN RENTON SITE APPROVED PROTECT (E) AIR PIPE BELOW GRADE FOR FUTURE BELOW GROUND CONSTRUCTION. REFERENCE DRAWINGS KEY PLAN SL NONE OR-4177075 N 2 SCALE IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS 07,09.21 M 11 ER M05 MASTER RTN-YD-M1 IOR MATCH LINE - FOR CONTINUATION SEE SHEET M11E LEGEND GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. REMOVAL NOTES REMOVE (E) ABOVE GROUND AIR PIPING AND PIPE SUPPORTS. PREPARE FOR FUTURE BELOW GROUND CONNECTION. REMOVE A MANIFOLDS AND UNISTRUT SUPPORT FRAME. CIO C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 RUISION BY AFPRoWG DAIS SYM RENSION BY APPROOTD DATE W. Cq ACCEPTABILITY HIS u02.05.21 'yp11�" PARTIAL SITE AND UTILITY PLAN - PLUMBING APRON R — CEMRAL C180242 FSi AWL 07.09.21 (Z- m rum 'I' THIS DESIGN AND/OR CH ECKED SPECIFICATION IS APPROVED AWL 02.05.21 Q� BOE/A/6 2 y' aPRovco er DEPT. DATE GLS 02.05.21 Ell DEB APRON R — CENTRAL G� cHEEHEN RENTON SITE APPROVED REFERENCE DRAWINGS KEY PLAN Sc -E NONE A B C D E F G H J K L R-4177076 O 20' 10' 0 20' 40' SCALE IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 V I`C I UI 07.09,21 SHEET SEOl1ENCE N0. M 12ER M06 MASTER RTN—YD—M12E 9111ram III REASON APRON R — CENTRAL (E)2 A (E)2"A ENLARGED PLAN m SCALE: NONE M450R M11ER BY APP 7 DATE C180242 F& AWL 07.09.21 REN9pN BY I APPROVED I DATE j"OE/A/6 EREMOVAL CIVIL PER ACCEPTABILITY THIS DESIGN AND/DR SPECIFICATION IS APPRO APPROVED BY oEPT. ENLARGED UTILITY PLAN - PLUMBING APRON R — CENTRAL RENTON SITE GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. REMOVAL NOTES REMOVE PIPING AND ABOVE GROUND ISOLATION VALVE BACK TO BELOW GRADE MAIN. PROTECT FOR FUTURE CONNECTION. REFERENCE DRAWINGS RR-41770777 IN COMPLIANCE WITH CITY OF RENT01 $TANOAROB rc '1';Z42 1 """LO R � VAlt 07.09.21 M450R M07 RTN— mr irvg i REVISION APRON R - CENTRAL 1/2" PARKER EZ MP BRASS QD (FEMALE) 3/4" PARKER EZ Mf BRASS OD (FEMALE) AIR MANIFOLD DETAIL V APPROVED 07.DATE C180242 FSi AWL 09.21 "'"" """"" "{CESS FLOW VALVE SCVS8 EXCESS FLOW VALVE \TION VALVE TYP. 2 TROT BRACKET M501RIM12ER REVISION By I APPROVED I DATE L ""AoI /G LI IUl � jI ELLIM 11111 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. EREMOVAL 11CIVILPERMIT ACCEPTABILITY MIS DESDN AND/OR SPECIRCATION IS APPROVED DETAILS - PLUMBING APRON R - CENTRAL RENTON SITE REMOVAL NOTES REMOVE AIR PIPING AND SUPPORTS. REFERENCE DRAWINGS R-4177078 IN COMPLIANCE WITH CITY OF RENTON $TANOAROS rt C180242 ". "LORI L 07.09.9I M501 R M08 MATCH LINE - FOR CONTINUATION SEE SHEET M12E (CIVIL PERMIT LEGEND GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTRUCTION NOTES CID C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 CONNECT TO BELOW GRADE (E)2° A. EXISTING YARD HYDRANT TO REMAIN. PROVIDE ADJACENT AIR CONNECTIONS AS SHOWN ON DETAIL. REFERENCE DRAWINGS KEY PLAN SLLLE NONE OR-4177079 N 2 SCALE IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS SYM REVISION RY *PROVED DATE Sw REASON RN APR DATE W. [q ACCEPTADILTY wHB ° 02.05.21 'N°'` Uvnlu�., 7180242 mWORIG �L 07,09.21 CRIS APRON R - CENTRAL C180242 FSi AWL 07.09.21 (Z- m ws ti THIS DESIGN AND/ORCHECKEDPARTIAL SITE AND UTILITY PLAN -PLUMBING O k} SPECIFICATION IS APPROVED AWL 02.05.21 SKEET SEQUENCE No.ENGINEER A Q� BOE/wF " 2 y' / PRovco er oeP . DATE OILS 02.05.21 APRON R — CENTRAL M 1 1 E M 0 V G� CHECKED SEE aA APPROVED RENTON SITE SS/OMAL ENS\ ...., A CIVIL MASTER RENTON owc no. RTN—YD—Mi I MATCH LINE - FOR CONTINUATION SEE SHEET M11E LEGEND GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTRUCTION NOTES PROVIDE BELOW GROUND A PIPE AS SHOWN. C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 REVISION BY AFPOWO DAIS SYM RENSION BY APPROWD) LATE W. Cq ACCEPTABILITY HIS �02.05.21 'yp11�" PARTIAL SITE AND UTILITY PLAN - PLUMBING APRON R - CENTRAL C180242 FSi AWL 07.09.21 (Z- m rum 'I' THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED AWL 02.05.21 Q�BOE/A/6 2 y' APPROVED BY DEPT. DATE GLS 02.05.21 SEE APRON R - CENTRAL G� cNEENED APPROVED RENTON SITE REFERENCE DRAWINGS R-4177080 O 20' 10' 0 20' 40' SCALE IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS C 1802421 J K I UI 07.09,21 SHEET SEOl1ENCE N0. M12E M10 MASTER RTN-YD-M12E 9111ram III RENSION APRON R — CENTRAL 2"A K= (E)2"A TO 4-81 BUILING GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONTRUCTION NOTES CONNECT TO BELOW GRADE (E)2" AIR MAIN. ENLARGED PLAN 2�PROVIDE ISOLATION VALVE IN VALVE PIT. SCALE: NONE M450 M11E VALVE PIT PROVIDED BY CIVIL. Br APP 7 DATE C180242 F& AWL 07.09.21 REN9pN BY I APPROVED I DATE j"OE/A/6 ACCEPTABILITY THIS DESIGN AND/DR SPECIFICATION IS APPRO APPROVED W oEPT. [CIVIL PER ENLARGED UTILITY PLAN - PLUMBING APRON R — CENTRAL RENTON SITE REFERENCE DRAWINGS R-4177081I IN COMPLIANCE WITH CITY OF RENTON STANDARDS "nEN, rcC180 �..eQE �� 242ORI 17.09.21 SHEET M450 M 11 DIXON SCVS6 EXCESS FLOW VALVE 6 DIXON SCVS8 EXCESS FLOW VALVE 36-� /��(/\�TQ 3/� ISOLATION VALVE TYP. 2 3/4'p MALE NON / I I HOOREQUAL YARD HYDRANT, ArAS Y-8ZE 1/2" CEJN SERIES 326 \ UNITSTRUT BRACKET SS E-SAFE QD GENERAL NOTES (FEMALE) (TYP.) 1 1. THERE SHALL BE NO EXPOSED GALVANIZED 3/4" CEJN SERIES 430 MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR E-SAFE OD (FEMALE) g UNDERGROUND MATERIALS OR SURFACES. Rqp� ALL GALVANIZED OR ZINC APPLIED 1" A SEE CIVIL FOR MATERIALS OR COATING SHALL BE CONTINUATION AND PERMANENTLY PAINTED OR COATED TO DEPTH REQUIREMENTS PREVENT EXPOSURE OF THE AIR MANIFOLD DETAIL �� N9AL"LATIIONZINC OR COMPLLETIONMATERIALSPOFRIOTO SCALE: NONE M501 M12E CONSTRUCTION. CONSTRUCTION NOTES PROVIDE LOOSE FILL GRAVEL TO ALLOW ACCESS TO DRAIN VALVE. REFERENCE DRAWINGS R-4177082 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PERMIT SYM REASON BY APPROVED DATE SYM REASION BY APPROVED DATE W a ACCEPTABILITY DRAWN JAIL SUBTITLE CURRENT WHH 02,05,21 DETAILS - PLUMBING C18024z OR 00.EI ORIG APRON R — CENTRAL C780242 FSi AWL 07.09.21 pF'EU w"sx. 1NIG DESIGN AND/OR N rc y� h} SPECIFICATION IS APPROVED AWL 02.05.21 SHEET ® _ _ GLS°`E APRON R - CENTRAL M501 M12 BOE,NG APPROVED BY DEPT. DATE CHECKED 02.05.21 CHECKED o.•�,•• aV0 APPROVED RENTON SITE JOB NC. CONK NO, SS/ON1l CNG� APPROVED CIVIL MASTER RENTON DWG NO. RTN-YD-501 I F r. rn In oI LLJ F- CURRENT LOAD - 320KVA X 125% 400KVA NEW 120/208V DEMAND LOAD - 1190.7KVA NEW HVAC LOAD - 12.5KVA TOTAL LOAD - 603.2KVA 31� 1600AF �� 600AF 1000AT 400AT 50' 3"C, 50OKcmil X MCC #11 PFD FEEDER ALT FEEDER 1 A78 (1A8)Y80E 2A8A OOKVA AA ONLY 13.8KV PRI - 480 277V SEC �Y�YI Z = 5.7% % R = 6.75(VERIFY) T\ 1600AF / 1000AT 4/� 600AF 400AT 24 382 16 79 25 963 17 510 UBS 600A MAIN 3 1/2"C 4# 50OKcmil 3T 5)� 600AF 500AT 4A6-2 225A MLO 1"C 3#6 14841 11841 14 000 T XX KVA 45 KVA 2"C, 4#1 2"C, 4#1 100' S0' 10 000 10 000 A5.5 UAS-1 UL 00A 150A (Y; MAIN MAIN 2 137 2 116 3 150 3 096 r 30000 1200A SWBD BUS - 48OY277V fi B 600AF 600AF 300AT 600AF400AT 400AT 2"C, 3#4/0 2-3 1/2"C, 3 1/2"C, X 3-50OKcmil 3-50OKcmil 126' 60' 120' 26 891 17 92 26 891 17,921 MCC #5 22 000 18 000 CBS A7 CATWALK 800A 400A MLO MLO 15513 12291 18314 1372 2"C, 3#4/0 2"C, 3#4/0 80' CZO 25A 25A 2"C, 4#1/0+1#6G MLO LMLO 17 307 13 290 17 721 13 520 20' 25 000 25 000 2 2-1/2" C, 3 25OkCMIL (1) #2G 300KVA 48OV:208Y/120V )JWITH HARMONIC FILTER — (3) 3"C-(4) 400kCMIL, (1) #2/OG < I OOOA CB A WEST TOWER NORTH UNIT SUBSTATION ,9 V26A 600-VLLM2-El VAULT DATA SHEEP 600-FDR.IA88-E1 FEEDER DATA SHEEP 600-FDR.2A5A-El FEEDER DATA SHEET 31762 1990 600AF 600AF 600AF 400AT 30 AT 600AT 3 1/2"C, 260' 2-3"C/ 3-50OKcmil 4#350Kcmil 18 000 UB6-2 600A 74AJ MLO 12 178 9 629 1 1 929 /2"C-3#2 80' 14 000 B6 100A MAIN 1"C, 3#6- 2A3.75 1 soA 1 Q' MAIN 9 746 9 088 10 000 1.1 0 12 1600AF X TIE TO V25A 21' 40' 2-1/2"C- 4#4/0 +1#4G 14 000 2B5.5 225A MLO 2 972 16.22$ 3#1/0 30 KVA 30 KVA 112.5 KVA 1 1/2"C-4#2im 30' 1 1 4 2 3C, 4 1.25"C. / �4'C, # "#40OKcmil 0 0 0 4#2 0 0' 10 000 10 000 B4.3 B4.2 A3.5-1 B6.5 UB6-1 1 ODA 1ODA 100A 100A 400A a MAIN MAIN MAIN MAIN MLO 8 973 8 433 8 971 8 433 1 793 1 778 1 770 1 757 6 114 5 856 l0000 l0000 l0000 LN Lp Lp Lp Lp Lp Lp Lp z(4) #" C, 20' 2"C, 4#1/0+1#6G w 1 (1) #6G N 3A3.25 3A3.75 2A4.25 3A4.25 3A4.5 285.5-1 385.5 TYPICAL 2A3.754 125A 125A 125A 125A 125A 125A 125A 150A MAIN MAIN MAIN MAIN MAIN MAIN MAIN MAIN 7 736 7 354 7 736 7 354 9 453 8 842 7 736 7 354 7 736 7 354 8 528 8 048 6 746 6 226 22 000 10 000 10 000 10 000 10 000 10 000 10 000 10 000 SYM REASION IN APPROVED DATE SYM I REASION A BUILD 2A3 OFFICE AREA Jp150587-04 CIERRA AACIO 07.21.05 G APRON R Cl PROJECT - DCN-01 B LINE 1 UTILITY FEEDS TO S.I. TOOL AS -BUILT 140982-51 FSI 04.14.06 H APRON R - CENTRAL - C INSTALL UTILFIES WING S.I. LINE 1 AS -BUILT 150587-01 FSI 06.05.06 D RELOCATE EBU PROJECT W2254632 CASNE CAT 05.29.14 F ARC FLASH STUDY CASNE RJJ 12.30.15 IN APPROVED DALE CASNE CEC 07.25.16 C180242 CASNE DEC 07.09.21�O`�/_i/ min 600AF 400AT TO A/P Pos � 2-3"C, — 2-3"C, 4#4/0 r , H PSR5 T60A_ X XUZ X 80' WA6-1 PNL CSBA 225A 125A 2"C, 4#4/0 MCB MAIN 1PH, 3W 4 644 4 500 10 000 REVOVAE 105 KIRKLAND, WA 98033 ;ASNE COM J09 NO 191-184 ACCEPTABILITY DRAWN DATE THIS DESIGN AND/OR R NLU ECIRCATION IS APPROVED ® FUSE CIRCUIT BREAKER, AIR, PULLOUT FRAME AND SENSOR RATING AS INDICATED 277/480V PANEL 120/208V PANEL LAAAJ TRANSFORMER, 48OV/120/208V ry-T- T UNLESS OTHERWISE NOTED CIRCUIT BREAKER, AIR LIGHTNING ARRESTER XXX XXX AVAILABLE FAULT CURRENT (CLOSED TRANSITION/NORMAL) XXX XXX EQUIPMENT AIR RATING XXX FEEDER LENGTH IN FEET REFERENCE DRAWINGS DRAWING # SUBSTATION # 04-81-82-E4 V23A 04-81-82-E4A V23B 04-81-82-E4B V24A 04-81-82-E4C V24B 04-81-82-E4D V25A 04-81-82-E4E V25B 04-81-82-E4F V26A 04-81-82-E4G V27A 04-81-82-E4H V28A 04-81-82-E5 EMERGENCY SYSTEM CONSTRUCTION NOTES DISCONNECT AND RETAIN ELECTRICAL HARDSTAND, EQUIPMENT DISCONNECTS, RECEPTACLES, PULL BOXES, AND ANY ASSOCIATED EQUIPMENT. HARDSTAND TO BE REINSTALLED. DISCONNECT AND REMOVE FEEDER CONDUCTORS BACK TO SOURCE. PROVIDE H NYLON PULL STRING IN RETAINED CONDUIT FOR FEEDER RE -INSTALLATION. DISCONNECT AND REMOVE CREW SHELTER TRANSFORMER. COORDINATE WITH BOEING CONSTRUCTION MANAGER TO RETURN OF EQUIPMENT TO CUSTOMER. ® DISCONNECT AND REMOVE CONDUIT AND CONDUCTORS FROM HARDSTAND TO CREW SHELTER. DISCONNECT AND REMOVE ABOVE GRADE CONDUIT, CONDUCTORS, AND MOUNTING HARDWARE. CIVIL PER ONE -LINE DIAGRAM VAULT V26A APRON R - CENTRAL BUILDING 04-81-82 MASTER COL 3-5/A-B RENTON, WI R-4177083 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JKKLNi MLA"N 11111L WIL C180242 H 07,09.21 IEET E4F-V26AR E01 .s NO, COUP 140982-51 NO, VG NO, 04-81-82-E4F-V26AR r" w H AN SECTION 1 I INCOM ETHERNET > 1D 4� 0 I PROVISIONS SECTION 2 4801 3�, 4W, 3200A 100kAIC BUS BRACING PA 26 2C L� H �/ o0 00 C m� SPARE u w F(6)4" (4)4" C.O. C.O. UNDERGROUND UNDERGROUND TO COL S6 TO COL S6;; (4) 4'C.O. OVERHEAD TO COL S6 (2) 4"C, 4#600kCMIL & 1 #1/O G PNL S3-1 PNL S3-3 800A 225A (2) 2"C 1 1/2"C, 4#2 & 1#8 G 1 "C, 3#4 & 1 #8 G ---- 45KVA #6_ 480:20BY/120V,3� 1 1/2"C, 4#1/0 & 1#6 G PNL 53-2 225A SYM RENSION „ ORIG VPAL I.F.C./PERMIT DOCUMENT SET A VPAL V6 RFI-0081 B VPAL LOAD CALCULATIONS ADDED - C ARC FLASH STUDY D APRON R Cl PROJECT - DCN-01 4"C, 4#600kCMIL & LCP w W1608724 CEI W1608724 CEI W1608724 CEI CASNE CASNE 2,578/17,52 PNLS7-12 E 400A PPPROVID DALE PJ 8.1 fi.13 PJ 03.26.14 PJ 06.06.14 CEC 07.23.15 CEC 07.25.1 fi 65,000 VAULT V8A VAULT V8B MATCHLINE — FOR CONTINUATION SECTION 3 SECTION 4�SEE SHEET 04-020—E4F—VS SECTION 5 5,435/39,210 TIE 0 ETHERNET 5,435/38,7{ 2D I�3A 13B 13C �3D-3200AF /1�5A � T�� 3200AT T« VT VT qD SPARE PROVISIONS 25-i1 SPARE NEUTRAL 5B /1�5C /1�51) (2) 3Y"C, 4-600kCMIL (2) 3T"C, 4-600kCMIL & #3/0 (2) 3 Y2"C, 4-600kCMIL & & 1 #1/OG 1 1 OG # / 1 #1/OG _ (2) 4"C, C w 55' S5' (6) 4" C.O. & (6) 4" C.O. OVERHEAD u 1 #1/OCMIL 1 1/OG OVERHEAD TO COL S6 TO COL S6 4,610/31,92 9,547i 40' 9,098/33,394 4,610/31,92 66,317/35,05 PNL S6-1 PNL S7-1 PNL S7-2 PNL S6-6 800A 800A 800A ss,000 SODA MAIN 100,00o MAIN MAIN 100,0)0 MAIN BREAKER BREAKER BREAKER BREAKER 7C, 3#6 & 1#1OG ip' 1Y2"C, 3 4& 1#6G 2Y" 4#4/0 & 1#4G 65,000 5 1Y2"C, 3#1 & 1#6G 10' XFMER T7-1 XFMER T7-2 ------ 75KVA LLLU ------ 45KVA XFMER T6-1 02 480:208Y/120V #6 = 480:208/120V ------ 30KVA E>3"-4#1/0 & 1#6G 18 480:208Y/120V 2Y"C, 4#4/0 & 1#4G O 7,357/32,45 1Y2"C, 4#2 & 1#8G 10' PNL PNL PNL PNL S7-5 PNL S6-7 S6-2 57-3 57-4 150A 225A 100A 225A MCB 225A MCB 100,00o MCB MICEFEED THRU 3PH, 4W EQUIPMENT EQUIPMENT/LTG. ONE LINE DIAGRAM SCALE: NONE RENAON w APPROVED DATE APRON R -CENTRAL C780242 CASNE CEC 07.09.21 BOE//V6 E PNL S2-1 PNL S2-2 SODA BUDA MAIN MAIN BRFAKER BREAKER PNL CSR7 125A MOB 1 PH, 3W 208/120V SECTION 6 480Y/277V, 4, 4W, 3200A 100kAIC BUS BRACING �6A \6B )\6C 0 0 0 as L5G o0 0 � o0 �<010 10 moo v�� SPARE PROVISIONS w 3"-4-50OKcmil & 1#2G w (6) 4" C.O. UNDERGROUND TO COL S6;; (4) 4"C.O. OVERHEAD TO COL S6 1Y2"C, 3#1 & 1#60 XFMER T2-1 -- 75KVA #2 T 80:208Y/120V 2Y"C, 4#4/0 & 1#4G PNL PNL S2-3 S2-4 225A MCB 225A REVOVAE ENGINEERING INC. ECASNE ELECTRICAL AND TECHNOLOGY CONSULTANTS 1M04 NE 36th PL., SUIT 105 KIRKLAND, WA 98 /4251 522-1000 W ,CASNECON J09 NO 191-184 ACCEPTABILITY THIS DESIGN AND/OR ECIRCATION IS APPROVED E INCOM ETHERNET I I 1� �6D I �7D SPARE PROVISIONS SECTION 7 (4) 4" C.O. UNDERGROUND TO COL S6 LEGEND/SCHEDULE XXX/XXX AVAILABLE FAULT CURRENT (CLOSED TRANSITION/NORMAL) xxxx AIC RATING OF EQUIPMENT XXXX FEEDER LENGTH GENERAL NOTES: 1� WIREING CONTINUED, SEE MAIN CIRCUIT BREAKER SECTIONS, 040-020—E4F 10 FOOT TAP PER N.E.C. ARTICLE 240.21(C)(2). FEEDER CONDUCTOR LENGTH TO 10 FEET 3. LOAD CALCULATIONS FOR THE SUBSTATION AND P VOLTAGE FEEDERS ARE LOCATED ON DRAWING 04-020—E579-09, COMPRESSED AIR BUILDING PROJECT. REFERENCE DRAWINGS DWG 04-020—E577C SUBSTATION BUILDING PLAN DWG 04-020—E577H SUBSTATION DETAILS DWG 600—SITE—YDE1 BUILDING 04-020 MEDIUM VOLTAGE FEEDER LOCATION DWG 600—SITE—YDE3 BUILDING 04-020 13.8KV SYSTEM PRIMARY SWITCHING DWG 04-020—E579-09 MISCELLANEOUS DETAILS (VAULT & FEEDER LOAD CALCS.) CONSTRUCTION NOTES DISCONNECT AND RETAIN ELECTRICAL HARDSTAND, EQUIPMENT DISCONNECTS, RECEPTACLES, PULL BOXES, < AND ANY ASSOCIATED EQUIPMENT. HARDSTAND TO BE REINSTALLED. DISCONNECT AND REMOVE FEEDER CONDUCTORS BACK TO SOURCE. PROVIDE NYLON PULL STRING IN RETAINED CONDUIT FOR FEEDER RE —INSTALLATION. < DISCONNECT AND REMOVE CREW SHELTER TRANSFORMER. COORDINATE WITH BOEING CONSTRUCTION MANAGER FOR RETURN OF EQUIPMENT TO CUSTOMER. ® DISCONNECT AND REMOVE CONDUIT AND CONDUCTORS < FROM HARDSTAND TO CREW SHELTER. CIVIL PER ONE LINE DIAGRAM APRON R — CENTRAL BUILDING 04-020 VAULT V8 MASTER S6 EXTERIOR RENTON, WA R-4177084 INCOMPLIANCE WITH CRY OF RENTON STANDARDS REVISION SVNBOL DATE C180242 E 07.09.21 E4F2R E02 04-02004— E4F2—V8R a m E LiJ H- LEGEND (D JUNCTION BOX LIGHTING ASSEMBLY FLOOD LIGHT °° 3/4PC52#12 0 #12GND , GENERAL NOTES cl 3/4C, 3#10, #10GND )3 4"C, 2#12, 1 GND 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, RS / 3 4"C, 310 OGND / # 2 5 3" ALU, 3#50 #2G `6% COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY , EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL POWER STAND° �_ __ ___ __ 2" C.O . GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS ElpOs/r/ON q, RRDBA 2#6 V2 A// SHALL BE PAINTED OR COATED TO EXPOSURE OF PERT�HEENTLY GALVANIZED/ZINC MATERIALS PRI RENT TO �2y R b WORK # 10GU F�3S 3/ 12, #12 ND 314' , 10GND 5 < PV , 3 500, #2G INSTALLATION OR COMPLETION OF CONSTRUCTION. __ oa 1-1/ "C, 3# , #8G "C, 2#6, #10GND ° A II 25KVA � Q R5PP 5a,76 2. ALL INSULATED CONDUCTORS INSTALLED ARE TO BE OF TYPE +yPo 4 XFMR XHHW UNLESS OTHERWISE NOTED ON DRAWING. & 3/4"C, 3#10, 1-PHAS 3/4" , 4#12, #12 GND HAND HOLE <e< N�30g� 10 ND R5PP 90 2' 6 1 GND 3 3/4 , 2#11, #12 GND 2 REFERENCE DRAWINGS 25 VA XFM HAND HOLE 1-P ASE R5PP 116,13a REMOVAL NOTES z"c, s#s, 1#10c , 4, 3/4'\�^ DISCONNECT AND RETAIN ELECTRICAL HARDSTAND, EQUIPMENT DISCONNECTS, RECEPTACLES, PULL BOXES, AND ANY ASSOCIATED EQUIPMENT. HARDSTAND a 1-1 4"C, 2#1, #8 GND TO BE REINSTALLED. SEE ENLARGED PLAN SHEET E500 FOR INSTALLATION INSTRUCTIONS. 3/ ALL, 3#10 # GND Z�DISCONNECT REMOVE LIGHT POLE. COORDINATE WITH BOEING CONSTRUCTION 2"C� 6 o� A W MANAGER FOR RETURN TO CUSTOMER. =Fi 3�DISCONNECT POWER TO CREW SHELTER STRUCTURE. COORDINATE WITH oo BOEING CONSTRUCTION MANAGER FOR RETURN OF TRANSFORMER AND O 3 SAFETY SWITCH TO CUSTOMER. CREW SHELTER STRUCTURE TO BE REMOVED ST 1 5 < �" BY OTHERS. O� a om ALU, 3#5 #2GND ®DISCONNECT POWER FROM PARKING LOT LIGHTING CONTACTOR ENCLOSURE P BAPP/9 I BAPP b TO REMAIN OF HARDSTAND R5. I ¢ 3/4"C, 12,1 3/4 ,2#12, #12 GND, 6�DISCONNECT AND REMOVE ABOVE GRADE CONDUIT, CONDUCTORS, AND # 12 GN 1"ALU, 2#6, #1OG MOUNTING HARDWARE FROM HARDSTAND TO LIGHT POLES AND CREW 25KVA SHELTERS. ram. I '�2J I fb XFMR ,_PHA E ©REMOVE FEEDERS IN BELOW GRADE CONDUIT BACK TO SOURCE. PROVIDE I I NYLON PULL STRING IN RETAINED CONDUIT FOR FEEDER REINSTALLATION. 25 XMFR W HAND HOLE � I 1-P AAASE DISCONNECT AND REMOVE DATA AND FIBER AND REMOVE ALL ABOVE GRADE e�<etVN HOLE BAP 5a, 9a CONDUIT. 2 nA 3/ 'C 4#12, #12 GND, 1- 'C, 2# #8 GND co R7PP/116, 13a 3/4 PC 4#121#12 GND BAP /�11b, i a 1-1/4"C, 3#1, #8 GND 3/4 C, 4#12, #12 GND, m < m �- I PNL CSR7 1"C, 4#12, PNL C BA �0, - C10 E WNsemcTow 125A, 10, 3W RAMP P #12 GND 125 , 3W C11 ' AIR O ' C12 41 o 1 5 5 7 7 C13 ¢ g o 55 SHELT R. TOO COV RED AB NA WOR AREA C14 - a 2 C15 a ro C16 m 3/4" ALU, 3#12, #12GND 5 1"ALU, 2#6, G pqq Y N. BTH sT. C17 VT= C1a 63 o S2-1/37,39,41 -. 6 4 CIS 6 p ° T oi 3" PVC, 3#500, #2G R7PP/5a, 9a 11 C20 - - 3/4"C, 4#12, # 2 G D R PP C21 0 p 3 4"C 2 12Gt� R7PP/9a 3/4"C, 2#12, #12 GND 2"C, 6#6, 1#10G D� 1 C23 0 2"C C24 a III III C25 r � C26 AIRP RT WA 00 ° ° HAN NOILI 3 4-20 BLDG KEY PLAN T S2-1/37,39,41 SCALE: NONE N #"ALU, 3#500, ° mFN #2 GND 00 H R-4177085 v OFE v a ° 2"C, 6#6, Q1#1OGND IN COMPLIANCE WITH CITY OF RENTON STANDARDS - 20 10 0 10 20 40 ENLARGED ° PLAN - APRON R PLAN E� CASNMEAND TEECHNMOGYY CONSULTANTS [7CIVIL P E R M I T N 10604 NE 36N PL, (425) 522-1000 I WWWCASNE 205 KIRKLANO, WA 980 COM JOB N0. 191-180 SCALE: 1 = 2D SCALE: 1:20 SYM RENSION BY APPROVED DATE SYM REN90N BY APPROVED�O DATE Q� Oy FAg ACCEPTABILITY Ar'TorrcA R. FARLEY DA1Tj 2718 SUBTITLE APRON R CENTRAL ENLARGED PLANVIEW - REMOVAL CURRENT REASON C180242 SYMBOL O R I G DATE 07,09.21 N rc QRIG APRON R - CENTRAL C180242 CASNE DAT 07.09.21 VJ R`9 THIS DESIGN SPECIRCATION IS AND/OR APPROVED SHEET �OL vV"� ` /_ f/ VED BY DEPT. DATE D. TOWNSEND 11.27.19 TITLE APRON R -CENTRAL E500R E03 CHECKED '� pC�z76APPROVED O APRON R JOB NO, DMP ND. W3441886 p. S"ONAL ""al A ELECTRICAL MASTER RENTON, WA APPROVED DWG NO. RTN-YD-E500R I D r. rn In a N� u oI LLL R- PFD FEEDER ALT FEEDER 1A7B (1A8)Y80E 2A8A WEST TOWER NORTH ® FUSE UNIT SUBSTATION # V26A CIRCUIT BREAKER, AIR, PULLOUT 600-VLTJJ2-El VAULT DATA SHEET (���� FRAME AND SENSOR RATING AS CURRENT LOAD - 320KVA 600-FDR.1A88-El FEEDER DATA SHEET INDICATED 6OO-FDR.2A5A-El FEEDER DATA SHEET 400KVA 277/480V PANEL NEW 120/208V DEMAND LOAD — 1190.7KVA 00KVA AA ONLY NEW HVAC LOAD - 12.5KVA 13.8KS P�RI - 48Y277675(VERI ) TOTAL LOAD — 603.2KVA 120/208V PANEL T) 1600AF � 1aooAT 30 000 1200A SWBD BUS — 48OY277V 31 762 19 90 ^� 12 LA%�T TRANSFORMER, NOTE/208V n-y-T-T UNLESS OTHERWISEWISE NOTED 2 3 4 5 6 7 8 9 to 11 1600AF 13 CIRCUIT BREAKER, AIR T T T T T T T T T T T H 1000AF 400AT 400AF 500AF 300AF 400AF 400AF 400AF 300AF 60DAF U 1000AT 400AT 400AT 500AT 300AT 400AT 400AT 400AT 300AT 600AT 41 III—° LIGHTNING ARRESTER XXX XXX AVAILABLE FAULT CURRENT 3-1/2"C, 4# 2"C, 3#4/0 2-3 1/2"C, 3 1/2"C, X (CLOSED TRANSITION NORMAL g3"C, 50OKcmil X 3-50OKcmil 3-50OKcmil TO A/P PCs Lake 3"C, 3#500, #2G TIE TO V25A EQUIPMENT AIR RATING 200KcmiI 60' 120' 21 2-3"C, 4 4 0 XXX FEEDER LENGTH IN FEET '03 1/2"C'2-3 C, # N26891 1792 26891 1792 3-50OKcmil 4#35OKcmil 18000 PSR5 MCC #5CBS 22 000 18 29 728 1TB25 963 17 510 600A 14 000 CATWALK 800A 400A 400A U6 OA2 600A C r MAIN MLO MLO MLO MLO MLO 80' 4#4/0 140' REFERENCE DRAWINGS 15 513 12 291 18 314 13 72 12 178 10 000 29 629 18 929 18 000 40 DRAWING # SUBSTATION # 110' 2 C, 3#4/0 2 C, 3#4/0 1 1/2"C-3#2 2 04-81-82—E4 V23A 2-1/2"C— 04-81-82—E4A V23B 2-3-C, 4#4/0 04-81-82—E4B V24A 65' 4#4/0 80' 75' 80' +1#4G 04-81-82—E4C V24B 14000 14000 14000 14000 04-81-82—E4D V25A 04-81-82—E4E V25B 04-81-82—E4F V26A 4A6-2 CB4 CB6 B6 2B5.5 WAS 4A6-3 04-81-82—E4G V27A 225A 225A 225A 2"C, 4#1/0+1#6G 1ODA 0 225A 400A 225A 04-81-82—E4H V28A 04-81-82—E5 EMERGENCY MLO MILD MLO MAIN MLO MLO SYSTEM 1 "C, 3#6 14 841 11 841 17 307 13 290 17 721 13 520 20' 11 938 10 29 22 972 16 22 18 468 13 961 14 141 11 43 14 000 25 000 25 000 1 C, 3#6 3"C, 3#500, #2G 0 (2 2-1/2" c, soA 10' r"C, 3#6 2"C, 3#1/0 CONSTRUCTION NOTES 1) 250kCMIL MAIN PSR6 H � INSTALL RETAINED EQUIPMENT HARDSTAND AND (1) #2G 9746 9088 ubi UL 1 TB CONNECTIONS TO ALL ELECTRICAL EQUIPMENT. XX KVA 45 KVA 10 000 30 KVAP. 30 KVA 112.5 KVA 1 1/2"C-4#2 � PROVIDE CONDUCTORS. USE EXISTING CONDUIT _ _ _ _ AS PATHWAY. 2"C, 4#1 2"C, 4#1 100' S0' 30 1.25"C. 1 1/4"C, 4#2 - 3"C, 4#40OKcmil 0 000 0 000 0' o' 0 4#2 0 10' 300KVA 10 000 10 000 A5.5 UA5-1 48OV:208Y/120V 100A 150A WITH HARMONIC FILTER Tic 64.3 64.2 A3.5-1 B6.5 UB6-1 8OWAS-1MAIN 100A 100A 100A 100A 400A 225A (3) 3"C—(4) 400kCMIL, (1) #2/OG 2"C, 4#4/0 2 137 2 116 3 150 3 096 a ao MAIN MAIN MAIN MAIN MLO MAIN 0 0A �) �) ^ 8 973 8 433 8 971 8 433 1 793 1 778 1 770 1 757 6 114 5 856 4 644 4 500 1200AMP BUSWAY 2 10 000 10 000 10 000 10 000 T T T T T T T T T T T Lp z" C, 20' 2"C, 4#1/0+1#6G w w (4) #1 (1) #6G 3A6 N N 3A3.25 3A3.75 2A4.25 3A4.25 3A4.5 285.5-1 385.5 TYPICAL 2A3.754 125A 125A 125A 125A 125A 125A 125A 125A 150A MAIN MAIN MAIN MAIN MAIN MAIN MAIN MAIN MAIN 7 385 7 042 7 736 7 354 7 736 7 354 9 453 8 842 7 736 7 354 7 736 7 354 8 528 8 048 6 746 6 226 22 000 10 000 10 000 10 000 10 000 10 000 10 000 10 000 10 000 R-4177086 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASNE ENGINEERING, INC. ELECMICALMD C 10604 NE 338thPLT WIT DWI W205 CA55 KIRKL NDaLWWA 980J 191-184 [CIVIL PERMT SYM RU90N BY APPROVED DATE SYM REVISION BY APPROVED DALE `� C SVBTIRB CURRENT RNSION SYMBOL DATE 04 OF WA oT ACCEPTABILITY ONE -LINE DIAGRAM c180242 H ozos.zt A BUILD 2A3 OFFICE AREA J#150587-04 CIERRA ACACIO 07.21.05 G APRON R Cl PROJECT - DCN-01 CASNE DEC 07.25.16 C)q4' 4� THIS DESIGN AND/OR x R VAULT V26A T SPECIFlCAlION IS APPROVED sxEET B LINE 1 UTILITY FEEDS TO S.I. TOOL AS -BUILT 140982-51 FSI 04.14.06 H APRON R - CENTRAL C180242 CASNE DEC 07.09.21 ® TITLE APRON R - CENTRAL ED E4F-V26A E04 BOE/A/6 D ED B DEPT. DATE C INSTALL UTILMES WING S.I. LINE 1 AS -BUILT 150587-01 FSI 06.05.06 Y APPRCHECOVE PPRavED BUILDING 04-81-82 JOB NO, COMP 04-rvo. D RELOCATE END PROJECT W2254632 CASNE DAT 05.29.14 egg oNAL ��t A A v owc rvo. 140982-51 04—$1-82—E4F—V26 F ARC BUSH STUDY CASNE ROD 12.30.15 ELECTRICAL MASTER COL 3-5/A—B RENTON, WA 04-81-82—E4F—V26A a 11 VAULT VISA VAULT V8B _ _ MATCHLINE - FOR CONTINUATION SECTION 1 I SECTION 2 SECTION 3 SECTION 4—T SEE SHEET 04-020-E4F-V8 SECTION 5 SECTION 6 INCOM ETHERNET I J as 480Y/277V, 3�, 4W, 3200A Lsc aD �INCOM ETHERNET 480Y/277V 3� 4W 3200A 100kAIC BUS BRACING ,000 5,435/39,21 I f I 5,435/38,79 as.000 100kAIC BUS BRACING I I INCOM D 2A ETHERNET T ¢a (� LSIO Io I PROVISIONS SPARE Fu u (4) 4" C.O. (6) 4" C.O. UNDERGROUND UNDERGROUND TO COL S6 TO COL S6;; (4) 4"C.O. OVERHEAD TO COL S6 (2) 4"C, 4#600kCMIL & 1 #1/0 G PNL S3-1 PNL S3-3 800A 225A (2) 2"C J 1 1/2"C, 4#2 & 1#8 G 1"C, 3#4 & 1#8 G 5 480:208Y/120V,3� #6 72>1�1 1/2"C, 4#1/0 & 1#6 G PNL 53-2 225A 2B 2C L9c moo � � oo y m� �o Y 4"C, 4#600kCMIL & 1 LCP 2,578/17,52 PNL N S7-12 400A VE- 65,000 2D )�3A /�313 3C 3D I 3200AF MA 513 MC MD 3200AT T a ¢¢ oo ¢ ¢¢ ¢¢ CD ¢¢ ¢¢ ¢¢ � � LSC o o LSC o o LSG o o LSG o 0 SPARE PROVISIONS 25-TI SPARE 5- NEUTRAL — � GROUND - n n -(2) 3ki"C, 4-600kCMIL (2) 5/"C, 4-600kCMIL & (2) 3 Yz"C, & 1 Y2"C, 1 1 OG #3/0 4-600kCMIL & 20' / _ 1 #1/OG (2) 4"C, 220' 210' u (6) 4" C.O. 4-600kCMIL & (6) 4" C.O. OVERHEAD u 1 #1/OG OVERHEAD TO COL S6 TO COL S6 4,610/31.92 29 547/21 22 3s,o0o FE PNL S6-1 800A MAIN BREAKER Z PNL S7-1 PNL 57-2 �V'���J'�y� PNL S6-6 PNL 52-1 PNL 52-2 800A 800A s5,000 800A 800A 800A of 7L� MAIN MAIN 100,00o MAIN MAIN MAIN BREAKER BREAKER BREAKER BREAKER BREAKER 3#6 & 1#10G 10' r1Y2"C, 3 4& 1#6G 2Y2"-4#4/0 & 1#4G iX2"C, 3#1 & 1 #6G XFMER T7-1 0 XFMER T7-2 --n 75KVA ---- 45KVA XFMER T6-1 cr A 1 #2 = 480:208Y/120V #6 480:208/120V n 30KVA - P>3"-4#1/0 & 1#6G 480:208Y/120V 2X"C, 4#4/0 & 1#4G O U2"C, 4#2 & 1 #8G 10' IN PNL PNL PNL YNL S/-J se; -2 S7-3 S7-4 150A 100A 225A MOB 225A MCB 1OC MCB FEED THRU 3PH, 4W EQUIPMENT ONE LINE DIAGRAM SCALE: NONE PNL S6-7 225A MCB EQUIPMENT/LTG. E 6A 6B moo 0 LBC o 0 0 co m_ ao SPARE PROVISIONS 6C GO 1�7D L? m� J��Y�mw Ym I I SPARE PROVISIONS SECTION 7 4) 4" C.O. 3"-4-500Kcmll & 1#2G UNDERGROUND TO COL S6 u (6) 4" C.O. u UNDERGROUND LEGEND/SCHEDULE TO COL S6;; (4) 4-C.O. OVERHEAD XXX/XXX AVAILABLE FAULT CURRENT TO COL S6 (CLOSED TRANSITION/NORMAL) xxxx AIC RATING OF EQUIPMENT ?9,547/21,22 XXXX FEEDER LENGTH GENERAL NOTES: F­�> WIREING CONTINUED, SEE MAIN CIRCUIT BREAKER Y2"C, 3#1 & 1#6G SECTIONS, 040-020-E4F 0 10 FOOT TAP PER N.E.C. ARTICLE 240.21(C)(2). XFMER T2-1 FEEDER CONDUCTOR LENGTH TO 10 FEET -- 75KVA 3. LOAD CALCULATIONS FOR THE SUBSTATION AND MEDIUM VOLTAGE FEEDERS ARE LOCATED ON DRAWING #2 = 480:208Y/120V 04-020-E579-09, COMPRESSED AIR BUILDING PROJECT. 4#4/0 & 1#4G q2Y2"C, REFERENCE DRAWINGS DWG 04-020-E577C SUBSTATION BUILDING PLAN PNL PNL DWG 04-020-E577H SUBSTATION DETAILS S2-3 S2-4 DWG 600-SITE-YDE1 BUILDING 04-020 MEDIUM 225A MCB 225A VOLTAGE FEEDER LOCATION FEED THRU DWG 600-SITE-YDE3 BUILDING 04-020 13.8KV SYSTEM PRIMARY SWITCHING DWG 04-020-E579-09 MISCELLANEOUS DETAILS - 3"C, 3#500, #2G (VAULT & FEEDER LOAD CALCS.) PSR7 CONSTRUCTION NOTES E 1� INSTALL RETAINED EQUIPMENT HARDSTAND AND CONNECTIONS TO ALL ELECTRICAL EQUIPMENT. PROVIDE CONDUCTORS. USE EXISTING CONDUIT AS PATHWAY. R-4177087 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CCASNE ENGINEERING, INC. ELECTRICALsIM r=WMCASEC� ��° wJ O.191-184 FCIVIL P E R M I T I SYM REV610N BY APPROVED DALE SYM REVISER BY APPROAED DATE BOE//VG®OVED J'i�'�ONAL ACCEPTABILITY THIS DESIGN AND OR SPECIFICATION IS APPROVED N.LAPRISE 8�76.13 ONE LINE DIAGRAM Q180242 Q7.Q9.21 ORIG WPL: LF.C./PERMR DOCUMEM SET W1608724 CEI PJ 8.16.13 E APRON R -CENTRAL C780242 CASNE CEC 07.09.21 H N C. MALONEY 8.16.13 SHEET E05 A WPL V6 RFI-0081 W1608724 CEI PJ 03.26.14 P. JONES 8.16.13YRGINEER nTLE APRON R -CENTRALE4F2 BUILDING 04-020 ELECTRICAL MASTER VAULT S6 TT EXTERIOR RENTON, WA BY DEPT, DATE B WPL: LOAD CALCUUSIONS ADDED W1608724 CEI PJ 06.06.14 cHHCNHD C ARC FLASH STUDY CASNE CEC 07.23.15 APPROVEDD JOB NO, COMP NO. APRON R CI PROJECT - DCN-01 CASNE CEC 07.25A6 APPROVED DWG No. 04-020-E4F2-V8 I ASPHALT PNL S2-1/37,38,41 3"PVC, 3#500, #2G [1__.:�>HARDSTAND R5 E 0 E5 1 I I I I I I 1" PVC, 3#6, #1OG 5 MW1 I I 12"C, DATA II (FIBER) DATA (FIBER) ___4/ 3" PVC, 3#500, #213Q 2" PVC, C.O. (DATA) 0 JUNCTION BOX ❑� LIGHTING ASSEMBLY S FLOOD LIGHT GENERAL NOTES 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 2. ALL INSULATED CONDUCTORS INSTALLED ARE TO BE OF TYPE XHHW UNLESS OTHERWISE NOTED ON DRAWING. REFERENCE DRAWINGS 3 3" PVC, PVC 3#500, #2G CONSTRUCTION NOTES 1-1/4" PVC, C.O. (POWER) INSTALL RETAINED POWER HARDSTAND. PROVIDE 3/4"x3O' COPPER CLAD GROUND ROD AND BOND TO HARDSTAND STRUCTURE. PROVIDE FEEDER CONDUCTORS. USE RETAINED BELOW GRADE CONDUITS FOR PATHWAY. DATA CABLES/FIBER CABLES PROVIDED BY OTHERS IN RETAINED BELOW GRADE CONDUIT FROM 4-81 BLDG. ® PROVIDE BELOW GRADE CONDUIT WITH NYLON PULL STRING FOR FUTURE POWER AND DATA CONNECTIONS TO CREW SHELTERS. CONDUITS SHALL HAVE PVC COATED RIGID ELBOWS AND CONDUIT SWEEPS. CAP -1-1/4" PVC, C.O. (POWER) CONDUIT AT GRADE LEVEL. PROVIDE UGHTING CONDUCTORS FROM HARDSTAND R5 LIGHTING CONTACTOR ENCLOSURE TO EXISTING HAND HOLE TO RE -FEED PARKING LOT LIGHTING SOUTH OF APRON R CENTRAL AREA. 1-1/4" PVC, C.O. (POWER) 2" PVC, C.O. (DATA) I 1 I CIO J C11 i C1z i C13 — — — — ------T----J C14 `2" PVC, C.O. (DATA) j C15 I C16 I C17 1" PVC, 3#6, #10G C18 C19 I C20 C21 I I C22 C23 IC24 C25 o I EXISTING C26 20 '° 40 ENLARGED PLAN - APRON R PLAN r1 SCALE. 1:20 SCALE: 1" = 20' ES 0 m u m w w u m a r KEY SCALE: NONE AN N R-4177088 IN COMPLIANCE WITH CITY OF RENTON STANOARDS C CASNE ENGINEERING, INC. 21�TCCONSULTANTS 105 �SOIOSNOW52-000 WWWNECM " NO? 191-184 [CIVIL PERMIT] SYM REVISION BY APPROVED WE SYM REVISION BY APPROVED DATE _BOE/A/G® L �AAszo,,ac� �o FIST S'9LORI o� THIS ACCEPTABII ITY SPECIFI7_ IS APPROVED '� 10 09 18 APRON R CENTRAL ENLARGED PLANVIEW C180242 02.05.21 oRlc APRON R - CENTRAL clsozaz CABNE oar ozos.zl K SPT 10 09 18 sRecr E500 E06 BEE 0 09 18 nnc APRON R — CENTRAL APRON R ELECTRICAL MASTER RENTON, WA eD a DEPr. DAM CHECKED JOB ND. W3441886 OMP ND. APPRavED ° ONG NO. RTN—YD—E500 ONLY ON R7� ALUMINUM4/0 BARE COPPER STRUT SUPPORT PL COPPER BARE I 20A 60A 20A 20A FZI TB 120V, 20A, DUPLE GFCI RECEPTACLE 30A 30A 60A 100A 200A 200A / (�� E500 POWESCALE: NoPOWER R STAND— OVERHEAD VIEW — R6/R7 NE E DDES , NONE APRON R LIGHTING 120V, 20A DUPLEX CONTROLLER GFCI RECEPTACLE 480V 200A 200A TAP BOX BRK BRK 100 60A 30A 30A BA CBA 48 2) 1"C C ALUMINUM POWER POWER BACKPLANE U-BOLT IN OUT GROUND CADWELL BOUNDED ROD CIAMP� CONNECTION POWER STAND FRONT ELEVATION — R5 SCALE: NONE 27" MIN. 120V, 20A, DUPLEX, GFCI RECEPTACLE IV7 LOT 1 LIGHTING LOT 1 LIGHTING DISCONNECT CONTROLLER ALUMINUM STRUT SUPPORT 40A � I / F� 60A 200A 200A 100A 60A 30A 30A IVGJJ D E500 E5000 nvFRuFAF) viEiA/ Rti Vu� PULL BOX BBA�-ALUMINUM APRON R LIGHTING DISCONNECT PLAIE 1"C TO LOT 1 LIGHTING x 2"C POWER STAND REAR ELEVATION — R5 SCALE: NONE CONCRETE SLAB THREADED COUPLER PVC COATED RIGID STEEL v o a v a v v a "v a o a o V .V . a .O . a v a " v a o a v v .a a o a ,�C) Fo/ / / THREADED COUPLER 12" MIN, COMPACTED BACKFILL BLACK LETTERING 2-INCHES HIGH (TYPICAL) —I 120V, 20A DUPLEX GFCI RECEPTACLE CADWELD BONDED CONNECTION BLACK BAND, MINIMUM WIDTH 2-INCHES TRAFFIC YELLOW BAND 7-INCHES WIDE STATIC GROUND RECEPTACLE AT CENTER OF 4-INCH DIAMETER UNPAINTED AREA (SEE DETAIL C.) U-BOLT OR, ROD CLAMP SCALE: NONE 1/4' ALUMINUM POWER STAND SIDE ELEVATION — R5 SCALE: NONE ERICO B165 AIRCRAFT GROUNDING RECEPTACLE BALL 5/8" DIA 4" DIA GRADE LEVEL GENERAL NOTES �1/2" PIPE FOR TYPE RA AND RB CONNECTIONS HREAOED COUPLE Pvc coATED STATIC GROUND DETAIL AIRCRAFT GROUNDING RECEPTACLE G RIGID ELBOW 2" SAND BED PVC SCHED SCALE: 1"=1'4" E500 E501 80 CONDUIT SCALE: NONE E500 E501 R-4177089 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BURIED CONDUIT STUB —UP DETAIL @ CASNE ENGINEERING, INC. C ELECTRICALANOTECHE 205 K; CONSUL TA960 [CIVIL P E R M I T SCALE; NONE E 00 E5 1 10804 NE 3BM PL, SURE 205 KI CON WA 98033 (425) 522-I000 WWWCASNECOM JOB NO 191-184 SYM REVISION BY APPROVED DALE SYM REVISION BY APPROVED DAIS i DRAWN DATE sUBIITIE CURRENT REVISION SYMBOL DATE 04 0 WA4V oT ACCEPTABILITY HL 1D D9 ,6 ELECTRICAL DETAILS c1B024z OR 02.05.21 ORIG APRON R - CENTRAL C180242 WSP SET 02.05.21 CJ F$ '1Cr 6' THIS DESIGN AND/OR THEUSPT R 10 09 18 SHEET �( SPECIFICATION IS APPROVED LU E501 EO7 oveD BY DEPT. DnTE BEE 10 09 18 TIC APRON R —CENTRAL H K APPROVED APRON R JOB 40. W3441 BB6 COMP N0. S9YONAL ` ° ELECTRICAL MASTER RENTON, WA DWG No. RTN-YD-E501 •• �*• v v l)VU OVD v -D7Y 0 O u b n a 6 o VICCNI IY/ SITE MAP LEGAL_ Df:SCfPTION W- - -- -- - - — --FS -- PROUEC01 LOCPSION{. Hot Me CiAtIIt Alto RANGES LNEW 5� 1 A, A sI "I I EXIST Pop Coup, $1i nA nL 14 AA ., .,, ( u I I� \I. ,CODE CIEd 7 tF �e A� LLASCII fin 4 The All I'll Lnt �Ad ..0 L 3 :� NV� MEANINGS If( J10fliltED 10 In[ • A n n n mn. 61 YIIOL m nix ALIw IN od C ] l�t>]li A a �C�49yI Ad I,1� ee NO As v` Tf I I IR Sin lid 1 amoa 1 ILfoil1.4 if 1' SI 7 DIARPNO _ A� �TIII �R PONT Pei If lot mi o"i 'Ni NORTHEAST 0"Ith a GE n xnnYA a T I +`.�uu(1 11,19 LILT 11 man, MANOR 1��vv 11 .., ..,.. '1 TOO T Cy 1 LEGAL tilibifIJUR._. No, 61 J,E., 3-AL-I III IINENI ON 9 .,.....I ..,.. .. ..y, ..._ 9911 FILL, Ample r9 A ...I.,.. 04`244.. + PV _Sit -. t) a n Lam- v u n n C0_D E SUMMARY DRAWING _I N 0 1 X o1S4u xn ON 01 ION, �preiGLW1}d eddFlA'_ A�Nl alu 1 - SaM WM Al Vi Al Od FAK "W'd R£ $/✓IN4prow Nz ouiGl Mbxy W+tlfwcT'P� AO [f V[RACE[I VICINI IT NAP/511('PLAN OF L4W1`I)OF"i 4W TT x Co01 SOMIAM Y CONIXASIN_ L"d xe[ M4 PROaCT WGIFICST LbIR�. YFEC+ TpAyy,pl➢L Q G%d NO TY/ofYlo pL,VI ( E L X ACT 4 L1LW'SO - ZZ lklll. Lw TR q" Lb NN �� fld [ IIOYS/f Y LAI(O IS N(10 f ILL _ - Sux IinI145 I',A4 vA�vcwLs howa ITALY lot. fro vnwid Find <WI yN A51G "Tff YT 5 6YNJJ Be LO Y4 LOB[. xfi B xl I Y LIep;, (. MOILL.WO RMtA &N>fNi Mdx1PLLL BARRIER fin PCOMISINENTS WASH STATE O[Lu➢AXn GROUP Ln NSE` Coos RCI OX IYFE SIC. li^ At LO4AO C ARIA _ E%Y` (LOW AREA .IALT( I BLta A 1 M'd'- - IROCI_bel L 4 A T W T PI.Ili 4 Sfi:tl y I oV KTMLS -. LuooiL LA sxoz w*rvr++Is ISTaLs B_ s5p3 OFB¢dION 'AFYiIAPE. L6R.41.s 94Lo YE HEIGHT EL/A ILX 1 51OR IS'. - PEI OCCUPANT IOA9: tOIABEIJ T R 1 S 00S1 OAST N Md`- - FISSION Y6XISTOA 100 KJAN. _ STOOD C CB ILRLxtf 5Sf aixSSRooY os STOOD — failo IlooA qr, LI xL o MANOAli O GERI AREA _fit FIRE Ti ul fllnxl fAl IP A I A I 10 1ONL9^� 1 01 A I _ W^ 101 WAIT 1 4 M - SINOCIUNAA NiaN/A Root Y n WA s0sule DISPilk L➢e; 1 ELSTON s X oA a. e Root- ➢L EVliVER fBo➢e OFFICE laorsr nuluslux mrir SiuxS more - LoxLLIIRAIm. SCOOPED �uIlml 10001os 0 fin[AYE 200018S VISIT) IIP45Uu Not[. SPECS Al roxBluOxs YAI [ales Y FASHION Aii La 5[l [I[LIRIIAI PERMIT SET 0Y10 fACIIITI[1 PLAxI ixLIY11R RI E}(Iyl l_ PRIOR 06iEX,1Tx R-4177090 I I-xl0xux- en COVER SHEET a 0 2 � �; 4°i o! AM, ab° ¢ ih,> ,oJpM1$°t w d x:• a r w. LJCA�7•�W^n„ ^ f�rna9 d of mP T,4 .M,. u r N i, :AP n a a,r.. a o o A �s ,+. m t DOE, All, All, DOVES m aof + I Dula 'OE E' VOW o +•f a ',.f axR ', 0 10s♦ w° as •ab a ,m .deaaw •� atl .. a ° A'o� m + MAE LEGEND + • HENVXC6 CAP BUILDING 1-81 SEMIARID; EMIA 4_81 CAP !' DER RATER VALVE + P DVARD PORT (D DECIDUOUS TREE (E2R NOTED) "WHOLE (TYPE A6 NOTED) CATCH BASIN Oa MONITORING HELL HORIZONTAL commouulf mm°,ARM AAE - Arm+FREC0R,,,DD8Al�!,ISTOWEEM CHOW v FlRe xvDRANTVVEERTICAL IXTNMM. ( ^� POWERE6S6D AIR Ua WW. 919 '® F tu. —. PORED ANAd/3i95. R-4177091 HDR Norton nnli 6 Ae...d Wee, In De ❑ ALBORI, wA. 9BJ]R 90EING ❑ LOOM,, A. DeSD, FACILITIES DEPARTMENT El NFNT, WA eoOL ❑ PEflTINO. CR. 9]R]O wA. Daoss ■ WEATHER ❑ suTtLE. wA. Ralza M.G s[TE TOPocRAPNr 0 t[wP D.ee. .n°m C2 m Aoo mu 4-01 PARKING AREA 6g698R AL NO HKK FEA601OEDE AIRS. ! cHRBIT WHAS9 ma-aetD-+ t>] 'VE xUNKEE >xAMID LOCATION WITH OWNERS RERRWE-EEPm2. OWN X9E)USIOREPRERAN LGOER& ARMED NUMBER AMIDLOCATION WERE ®TAVE AT ADVISERENosRx STORM BEGUN. PLUG WON CONCRETE ®REMOVE PEXXIISTING IY CONCRETE STORM MAIN SEE SHEET ROD FOR REEMENT eREMOVE EXISTING REST INDICATOR VALVES AND RISER. REMOVE DIEGO TO EWE P2/CIOmREDONE GUPRDPoR SON AND PLUG AGE COSC SEEDUALORI BY DEEPER CONSTRUCTION ENGINEER. REMOVE EXISTING MET INDICATOR VALUES µO RISER, REMOVE PIPING TO EDGE OF CONSUMER AND PLUG WITH CONCRETE EACH END. E DOME I/CDON REMOVE SUMMONSES AS DIRECTED BY SECOND CONSTRUCTION UNOINER REMOVE FIRE HEYOLANTS, HYORANE SHELF BE SALVAGED AND TURNED OVER TO OWNER. mD>J rRW--O n ! VAULT 4-17 CAP COMPLETELY E v PORTION O. N JIH XEE)K FEET OF SHED WGNMEµSEE 4- - THE AS-WILT DRAWINGS FOR ADDIFIDNAL DI. 4 a AEG LUNTERED AN ECAN OR PLUG AT EDGE OF DEMONEmX. REMOVE ABANDONEDGUPLIE CMS AND GRADE BEAMS. CUT EX57ING PILES TO ® 3SPREE)E FEET BELOW THE BOTTOM ELEGADON OF THE WET VAULT BASE SUB. © REMOVE EXISTING LET STATION AND CONCRETE SUMPS. © REMOVE OXYGEN CONCRETE PIT. ©REMOVE EXISTING CONCRETE WASTEWATER SUMP AMID MARC ® RENWEPLUG VXI5RXG STORM NOUN PIPING TO EDGE Of DEMOLITION µ m CONCRETE EACH END. ®REMOVE EXTNG AD FORCE MAIN WITHIN DEMOLOION LIMIE. PLUG WITH CONCRETE AT EWE OF DEMOLITION. ® REMOVE EXISTING Y NX ONE AND CAP AT MVX. © REMOVEN COMING SAVOR i0 DRNDICATCM P NAIVE ARISER. REMOVE PIPING TO DA® 4-20 BUILDING /A ® REMYUE EXISTING If © 4-81 BWLMNT DOMESTIC WATER AMID VALVES, /REYISEIN SEE SHEET C102 FOR PHASING AND REPLACEMENT. ® REMOVE EXISTING 10" HIGH PRESSURE WATER LINE POSTVALVE ARCE D 15 C INCRETE WAVVES Al O CTIVEE SALVAGE CONCRETE MAKES. AND W N TURN TO OWNER. SEE SHEET C102 FOR S A SING µ0 REPLACEMENT. ® REWVF EXISTING HYDRANT X9 WAGNER SINGLE M ANAVEMOD) AND TURNED LIVER TO CARI ® REMOVE EXISTING EMERGED AMID VALUE SEE QUI MAE SHOT CIO2 FOR PHASING AND REPLACEMENT. BOE/NO FACILITIES DEPARTMENT ONMGE TO EXISTINE . ........... .. .. ... . un mEs. 2, IF THE CONTRACTOR ENCOUNTERS LE NG FEARS OR ENSURE SUED COMNMHALION, THE CONTRACTOR 5ORL IMMEDMRY NOTEY THE OWNERS REPRESENTATIVE. ALL EIGVATED MATERIAL SWIl BE EXAMINED BY LPCLITIES ENVIRONMENTAL REPRESENTATIVES PRIOR TO INSPOSAL SEE SITE, 3, DAMAGES RECESSSSARY PROVIDE COMESD FENCING USE TRAFFIC CONES METAL ES AS NECESSARY NCXCSµ MARKS HAVE BEEN PLACED ON PAVEMENT BY UTBUTY LOCATOR SERVICE MALL UTILITIES AND OTHER HONON-METAL UTILITIES MAY NET HAVE IDEN TIFIED O EPott BEFORE START OP DEMMAON. 5, FOR SCOPE OF UTILITIES REPLACEMENT. REFER TO SHELF GOT 6. MAINTAIN FENCE AROUND CONSTRUCTION AREA AT ALL TIMES. 2. RECORD LOCATION ARID ELEVATION OF ABANDONED TERMS AND PITS ON THE RECORD DRAWINGS. ABANDONED WI BOEING III 10, STALL BE FROTECTIVEN FOR DANARFING ALL SUMPS AG O 0 E HYDRANTS AMID POST INDICATOR I UNLESS WTHIN DEMOLITTTION Vuii TO N. PROTECT DURING CONSTRUCTION 12, SHORT LENDERS OF HIGH BE SHOT PRESSURE WAN STRAIT STORDOWM BETWEEN CHNNCOORpPATE WITH BOEIHGTR MAIN PROTECTIN VALVES DURING RCWVM_ OF ON. STORM DRAIN EACH SIDE OF CEM DOW PVMT DURING CONSTRUCTION ENGAGED REMMALU EXISTING ABANDON OR EXISTING DEFENDANT AIE O MµXpE A HUMERI AN M— ALI ME As'o CATCH BASIN —CARS— CHIDED WATER SWgr Qo MONITORING WELL —CXWR— CHILLED WAGE RUDER iJ FIRE HYDRANT x"ww- —FM— EDrcEUNR -,weXpglw- —HEW— FAR PRESSURE WATER VALVE F - —STS— MOOR AGE, AREA DEETE —w— WATER AM /ASPHONALT MOOLRON GX Cwry MAR (N+MMD) RISER P FGMR A A - Mal I V112 MOURN, WA 2=2 BOB EHRER. WA 90201MY =Pm,❑ _ AR ❑ XEM WA 980J1 ' NO 211/92 ❑ PORluxO. aR. BTzzD I ANN, A ma AD WE AN 16N1O1. WA 98055 ❑ SG1RE. WA RBIR4 -m BID 41TOR WELLS TO HEAVEN ELECT DURING CONSTRUCTION IYSR AWARD A RECORD DRAWIAGREED. MINE MIN�)C.S E RAW WE, 01 ACADEMY, LFFIE IN MI ..pSN'ewLm D._s(S/95. lL]1�dLL'UL,veuM. mM.al.. x1az. R-4177092 S-417701 W-417701 AND UTILITY DEMOLmoN PLAN 4-01 PARKING AREA C20 II 4-20 BUILDING 4-20 BUILDING NEC�OflD DRAWINGS ORSNNI TIM 1. CONTRACTOR TO STRIPE AS SHOWN. 3. CONTRACTOR 70PARKING STALJ-5REEMOVE EK01IPING IN � OF NEW STRIPING BY MATINTE SAND DENOTING WILL NOT BE ALLOWED. 0. TAPE OF CONTRACTOR SING STALL STRIPING SAFETYWHO YEllOW STRIPING WITH BOEING CONSUMPTION ENGINEER BEFORE PANTING. 1 EGEN IX6RNG PROPOSED • PONT INDI4IDR WbE • BOARD POST p FIRE RYDRANT PARKING EML STRIPING ® WETY YELLOW UNDONE x.L R-4177093 T-417701 GRAIN 11101 ❑ Auauxx. WA Reoos ROE/NO ❑°E^. Wa sa2OT FACNTES CERATFAR F ❑ WENT, W0. 90031 ❑ PONraeO. 0x.:AR 0 ■ RENTON, wA seoss °"0 Rom 9P ..az STRIPING PUN 4—Ol PARKING AREA WNNA ®mI x II F °a' C30 m 114t 1/11 t '" HW63 WNW Iule _. u TOWNS WRING. GO MANI UP KATE U, r O awe om z. PAWNEXACLOCATIONWILL DEPEND ONp�OC1ipX II lul P.wTG LIMITS TO BE EPL.¢EO. W EXISTING OR SX ORpIN b nz y1 VERILY LOCATION Or G 6T'P Of t MATCH E%ISrIXC ASPHALT LPVCREIE PAVEMENT n p^ FROM ADD CATCH BASINS BEFORE START OI Q PAVEMENT VIEWED PER OEFIL R/C52 CONSTRUCTION. O XG FS 1EGENQ W O . EXISTING PROBLEM ` • SLO t0 RN ~_ 4 _� � - �— N WATER VALVE ITSN �: RCR "HER 10 W' GUARD Posr ICH MNO npIIq RM A. AR AFTERS W _ w KBE b 1'n k N 4� .WO O • TYPE CATCH 9WX 1 m SEE LOIN \ 9 \W �� o w /• \ / \ G TAPE MANAOIL CATCH BASIN FIRE X11KKµr a 11/ 101 OR P YE T TYPE (WE NOrt SHEE C53L EXIST R [ CO 0 C NIR ON J01 PER OETN SPOT EIEVpTOX G, SEES/CGETZ. R a!A 5 I'e -� r0 LEFT OF ELEVATOR SPOT MR SE VERItt EXI r EL 1I0N5MR O II/C53 f AT _ �. ti0H PAVEMENT' i IhIP -n- PIP Do PARENT CIMAN s 00R PROVOKING STORE _- �SEEOEruL�gMCiI Ez6T x0DUS AVEXENr x01 CEMFMNNNO PZ i0\EROM GflPCE IS Cfr T< 4 E, O ASPM4i CONCREIf PAVEMF! I MARCREAL 1.E%I we ro il. pAS - - —_ )REST w C] 0 cfufxr mrvcRElE PAlrtufx cH s E D csz oR IF J AT s AcP) P VEME ILSEC TON ENGSE a ERR _ _ n0 UL l0/C5]THE R O S+ To BR. E RIG E UL 7-404 BUILDING EAR N GRwn¢wm I RECORD�DRAVVING'., El \\\11Y++ SOUTH LAIN I AS N PAVING P� y'GRI 5 LO. SALLA N ✓✓�S KU PLAN 4-81 BUILDING T R-4177094 1[1\�L.J.Vll smu, »..'; ANN, T-417702 JAL.max 6/Ion ❑ M9MRx. wA 9eoo2 _ D%B z H 93 � SOUTH PAVING PUN BOe%Yo EVERER. w0. 9939011 JAIL 3/II/93 D1 JRM 3 H 9l C50 FAq(1rIE5 OEPRRIIN Mr KExiw0. 9r ❑ PORTI OR. 9RM ■ BRUCE, w e9o5s 4-01 PARKING AREA " 3RM63 ❑ suvle. w s91 zX ewc col o<-aelD-n a b 6 SEE SHEET C50 x01E ASPHALT CONCRETE PALENERT '4 'M1 • �'q "R ;� ei S>z 3 X 50 DISTAL 3/C5I f 4 'NONKO I n, ~ —SEE W, —}— 0 SLOPE OPE TO _ OEIN ONM 4/C O1 k Ni% a• FOR ASP r PAWNG AN S MP e N N yM1 9S^ '1 M1M1 N ¢`IM1 o (SFE OlE C5Y &N 0 St A , SEEN 5 FEET ' e e°A ItO a A M1yM1 �'� RAVENS `^Qi O PnvEMEXi CRNVN ` M1y ir 1910 0U' ~ 98 Off' 0 ' LE G N N f E (P , `W`M `^` NID N SIA tl� ON SEE DETAIN I/5501 MR iC IXISr NMM JOINT DISTAL 0 WETVAVLT� 5 TY `09° 6�S LNT LWl `wENM1Li OF COST T M1 IMF R N TO AIYIX SEE SHEET 5580 ,hSY W RETE VERA RE ySV y1 0,> y!L SEE 0 FAIN /C. ` CATCH RWX SEE DEfA4S B/cES AND 9/CS2 lYP 0f SEE DETAIL 11 /M53 GA4E NR I'iGs CFpH CP E yry 01 IN OLE ,,Ty M1yy ^.5p ` `S w N SIMILAR W i ,0' , i JOINT o EXISTDELV w PvmT yq y y. °M1 'A .y ,1q o Z -4• �F� S AT CNPA FNi JNOINi A R + 'd � ''+ -.....M1. ...-.-8 JOINTS WENT DOWEL BARS AND TmE z CONTRACTION JOINTS PER DISTAL 5/C53. ampa,c WALL NORTH PAVING PLAN AS SHOWN '8 NETNEWS C.R�TC E WL ANRTO NEW CRACI Nl J„^IXi L DE ATANERSIDN SMNI 1y a LuvSv� DEPErrows ax LacAnou ai EXIs; 1 YYOI Y ppplN. EEUIHEET 5503 OR 0 ON STRUMFEE LOR. e -LEGENO EXISTING PROPOSED ® 0 WATER PANNE > GUARD MET ° IN TYPE I LATER BASIN O • TYPE Y CAROH BISIN NPoRC[D rE ° FIRE MEAN, III IT iE JOINTS -i-y� SPOLELENATRW (SPOT ORITo EIWo IQ$ OF ELEVATONVVTOOOR IAO[ PAVEMENT 50PE CONTINVWSPAVEMENTSITo\PROMEXISTLEASEYc BALTCONCRETEPATLI MNITS SCREW CMCRENE PAVEME EMEHT 4—I�� �U�L��IVV REr PUN =KMWINENE A N'Tvo, R-4177095 III loft N_._ T-417703 RinN I .. +. o. Nz ny ItziTIRE Ax0 WNCmC WATER NEPuc[MENr "I 8 f0 BOE/NC ❑ NRVRx. ❑ MRETr. WE, 9SW] wa 9R9m z If z 9°i01 ® AN z II sz NORTH PAVING PLAN �� REcxE oRo EaAwlxcz z/) s! ❑ XEW. IN 9BO]I /•� EACIunES DEPpRTMEAF ❑ PORTLANO, OR. 97zz0 FIL vII/sz ,Y �/ ■ NEFRON, WA. 9B055 4-01 PARKING AREA '" ❑ SEATLE. A. 98124 59X5z IRA CR IDFW10-ION n It r) All 12' REINFORCED PCC PAVEMENT 1 scgLE: NOXE C51 IV OE SUBGRADE TO 05X MAX CRY ASPHALT CONCRETE DENSITY SECTION PAVEMENT 2 2 LE: NONE C50 C51 USE EXISTING JOINT OR SA RUTEXISTIHC AVEMENI OCCURRED RwmE 1/Y GAP Ie IT LATERAL AND FILL WIHTSGLWI_ / /EXISTING PAWMENI \ DUEL EMIST STAR W WMR RN SEE HOLE 1 _ _ Y PCC PAVEMENT TO EXISTING PAVEMENT o 5 SALE NONE c cs OE SURTAI sE M1P SEE NOTE 1 CONTRACTION JOINT TYPE 1 SGI£: NONE I/r - . P. i�YyI�L SEALANT SEE NOTE I I. YI JOINT MATERAL SE fE KEYMAY DELNL J (KEYWAY NOT REWIPe FOR 1RWSVFASE JOINiS E NOTE 2 /0 II MATERIAL FILL WON JNNI SEAVM CONTRACTION JOINT SEE TYPE 2 SCALE: NONE - JOINT SEALANT �IISTNG RJWR B ORSLP 1r 1/21 JOINT MATERIAL EXPANSION JOINT TYPE NO NE xE I�� XEm oEraL , suLE: noxE - NORMAL YEMENT El CATCH BASIN .. -. - - tUA Lu AND OMF15E0, PRMW PUSIIt Lm TO CREATE COP ON GREASED ENO. 2 JOINTS ME O WE TPLACINGS <- 15 L69 IYP Ep SAGE H'� JOANTS TYPE 2 EAGER FN„SING ^\ -YY CAPABLE BLE OF AND CONCRETE FTY,P PANELWIDTHSLHS IN WHICH CASE A SIDE CONTRACTION TYPE CAN BE USED) / \ 10 CONTRACTOR SHALL SUMMIT DESIo ON ERNE COXINLDUy JOMT / \� SPACING PRIOR TO STROCOON. J. DEBT MEN CT TOOLED EXAWED IMMEOIAILY \ / CALICO BASIN. INITIAL SET. 1/Y "RANSON JOM -' SEE 1. PAVEMENT REINFO.PCEMENT MAY BE CONNINGF 5 TONE R \ / 6 MAXIMUM THROUGH IMUMOF 0 JOINS SUBJECT 2- /5 TOP & HOT / - TO PIAPPROVAL e ROVAL THE ENGINEER EACH SIDE TYPICAL \ / d /0 61VOC EW CL3. EAN fi 3 m� REINFORCED PCC PAVEMENT SALE: xJHE ., C51 (° COMPACT UPPER IV OF UBGRADE TO 95S JIM SURFACING TYPE R DENSITY 6'REINFORCED CRUSHED xED SURFACING PCC PAVEMENT 12 PEP DETAIL 2 J'AC PAVEMENTNONE SCAT: CAN VARIES tlY° 1R' CLASS 8 CONCRETE TYPICAL PAVEMENT SEE a HERE PER DECAL e SPRING FINE >r q_ Y5 "• I'PAEMOLCfD JOINT FLUX /5 OUTDO EW ,5 x OIYO •••1Y EXIST fiNH LIRE IYA 6 DETAIL LD PAVEMENT DETAIL SCNE: NONE C50 CI IS WALE NONE STD NO "RATE UNIFORM SLOPE 'i^ My DEPRESS GRATE 0.1' /� PRWmE s/P THICK BELOW NORMAL EXPANSION JWM1 PAVEMENT ELEVATION MATERIAL ON IRMR SURFACE ON TOP RING OF CATCHBASIN BETWEEN PAVEMENT PLAN CATCH HIGH AND CATCH BASIN UNDERSIDE of Sufi . a SC SCAT ONE - /6 OIY /6 *IT CC SEAN MATERIAL AND ALANT PER DUAL 5/G52 - p6 PAVEMENT DETAIL u @4'1 RECORD DHAWIN ANENT DETAIL 41 E c5D cs e ¢: 0.1. ry E LSD R-4177096 7 s i. uvseM T-417704 Y,.N.;"..SIX, ❑ Aueum. WA 9B]02 BDE/NC ❑ GORED. WA. Ba2o1 ❑ NEW.. WA 981 fALII111E5 NEEPgFMFNT ❑ Po OR. S 980 • PENiOHTON, '"" WSS ❑ sEXmuE, WA. N12A N 9i WHAT PAVEMENT DETAILS r 4-01 PARKING AREA FIX A, JRAMI 2 i! �J C 22 m uM 2/II/92 " MISS 2 2'-6TYp w YS - TEND CO3 WE RACHIGMATCH EXIST 1 its - 09 CBC OF OR Its - MATCH Ert61 TYPE 11 IOSME_ 12_75 130 CBS 7Y ON 1YW 12. 15 TYPE II 2Y5 - MPRH EXIST Cx - 12.40 L88 Ink WE 14.10 ME Y Will - 10.10 (SEE SHES%3) 2 ]0 SDIVERSION TRUCTURE E _ 1 2 W 1!W - 1DO Trill - 13,00 WErvA0.T (YE SHE S500) Ie 1400 E _ EE sw s5021 4-04 WATER 1 4-I) W ABANDONED IN CE CIA ME a PRpLE PAVEMENT EARTH CH PERACH SEE JUNE 9/CIOEN10H SiNINAO RETAIL }]} ®ME I CATCH BASIN. SEE DEINL 8/M2. N10 CITY OF RELATION STA'WRO CETAL 122E SEE SHEETS C50 AND C51 FOR LOCATIONS. eNED AND GRACE76 USEE DOMES 3 101 CRETE PIPE, CH EXISTINGTOIPE EXISTING PIPE. Q It C CLASS N CONCRETE PIPE. SEE CTABLETI FOR INVERT EVATION& © It C76 CLASS N CONCRETE PIPE. MATCH EXISTING PIPEORDERS O GAME. SEE ORAL 3/C101 OR CONNECTION TO EXISTING PE. ® le CLASS 52 DEGREES IRON PIPE. SEE TABLE FOR INNER ELEVATIONS. © IS C76 CLASS N CONCRETE PIPE. SEE TABLE MR INVERT ELryRICNS. ®2Y C78 CUSS N CONCRETE PIPE. SEE DETNL IO/C101 FOR CONNECTION AT EXISTING JEWISH BOX. Qg Se OW, ME II CATCH BASIN. SEE CRY BE RENNH STANDARD METAL 3.2, 5, ® REFER TO SHEET S503 FOR OMASPIN STRUCTURE PLAN AND SECTIONS 4-20 ELIDING Iry © REM TO O SHEER SAG. SIGN. NA S502 FOR WiIVWLT PON AND ©AT CLA TYF£ II CATCH BASIN, SEE Gtt OF IN:NTOX sTANWRO DEiNL ]1.J. ® C CLASS III CONCRETE PIPE. SEE TABLE ELEVPTOXS. ® TYPE I CATCH BASIN SEE CEIALS E/C52. II IT01. AND CRYOF REACH STANDARD AL ] 22, CONNECT WIN CLASS II IF LOW Y PE TO 570RM DAMN, SEE SHEETS C50 AMID C51 FOR LOCATIONS ®BE CUSS 52 DUCTILE INN PIPE. MATCH EXISTING INVERT ELEVAROM AT GONG CATCH BASIN. SLOPE 02% MINIMUM 7O NEW FREE II G2H BASIN, PRNDE PAVEMENT PATCH PER DIAL 9/C101. ® SEE OCTAL 10/052 FOR CONCRETE ENCASEMENT OF Y AR LINE ME © A ME 11 CATCH OWAETON-LOCKINGRLIO�H SEE DUAMEN L E/SDATE D 2A-THAN l ®7r NA ME EE a CATCH BASIN WIN 2,C DIAMETER NON-LOLxIHG LID. ME LEY OF REION STANDARD DETAILS s.v AID 36.7E 150EXISTING 11 CAPPED EA CENT COLIC DARING Ca QX- �x s -TWIFi_^I L -GM—�O ABAAMI AFM ADD AS GRACE 1 AND VALVE A -NEW 6 N LINE [ ER TWEA 4-81 BUILDING LEGEND SARI —A— COMPµSSO MR ©PROPOSER No MANHOLE —u— wuwn THE • VALVE -CENS RR- all SUPPLY AM RN w 0 AS MEe ME I CATCH BASIN —FM— ovCEuw OMwc Hys MONITORING WELL — SS S I MAN YY FIRE HYORNT —HFW— MIT PRESSURE WATER RUBBER All —S15— Sfax Dux FANG AS NOTED —CM RARE, Uum • APE II CATCH BASIN SOE/NO ❑ AUBURN. EVERETT ME BB002 WA. BB201 BAD ® JIA x n 2 FACMIES DERAWMENT RENT, KMWO. ❑ NE REON. W0. SBO]t Ofl. 97220 A 9B055 JA UIU 2 M GINNIE— ❑ sAT11c, wa 9B12N ewc I. SEE GENERA BURNS 1.2.3. k 4 ON CWL 2. ANY CONFLICTS BETWEEN PAVING ELEVA ENS AND PIPE UNLY REPORTED TO THEW CONSTRUCTION ENGINRIONS SHALL BE EER. ], SHORT LENVINSTHE HIGH PRESSURE WATER MAN FAULT GOWN EMNE H MEON VALVES DBE SXYI DURING CONSTRUCTION ADJACENT STORM ORANGE COORDINATE WITH BOEING FIRE PROTECTION. CONTACTOR SHALE IMWMA7LY NI NOSING CONSTRUCANNOT "WANED OVER ENANEER IF JOB OF NEW STORM a -INCHES MINIMUM OMEN ONµ HERS NEW SHORM SPUN E SLOPE AS LESS 5. WEN �i DESIGN CAMERAL BIRORY ORANAGE AREAL 11.78 ACRES WETA7LT SURFACE AREA 551VSPE DESIGN FLOW: T]7 CPS (1/5 OF 2-WR STORM) PASSING JUNCTION BOX, - W NASA R-4177097 —PPNWN S-417702 —C cD la Rw W-417702 [RE,,CORDR DRAIN VMAY JINGGS MI OPILi"G MI ANN 'VoR EGA aw'G By DIE gpy���Iw(.• 1TEL1L(I I IL]1PaLI.V LLxw.u.. r ww solo,'. AU�' 1 OO I'I 4-01 PARKING AREA NEW STORM e-I% T TO REHVN IN FRWCE VALVE REMOVAL AT HYDRANT �\ SGNE. NONE cz0 POST INDICATOR VALVE REMOVAL SCALE: NONE C20 CLOSURE %1 SCALE. NONE CICO 6- HYDRANT OR PW NOTE'. VALVE REMOVAL PENNANTS HMILA8L xll AGO HYDRANT UK 01 1 LOCATE MST SO TH EY AN, our a GOT OBSTRUCT LINE OF FLOW BENCH B6NIFILL OF H LASS II 2 POSTS TO BE PLUMB J. PAINT POST SAFETY YELLOW M-1) OYP) CENT LASS X 0. BULL ROSES OUFS1BE EDGE OF UGSNRBIN WIFE. %E lµ FLUSHITH WTIVE TOP � ° MATERW_ — TRONI FINISH UNSUITABLE s OUR GUARD MST ON THE FOUNDATION mM' E OF nDRINK AND AC SBUOR RUTH -OF WRITE TYPE R A locsfi°N AND 7T TOP PLAN OF TYPICALIEGUARD POSE �1 x E.� rSEE NOTE . LONG ( Y WITHTBOND NOSE°- 2000 PSI VVV NT SAFER YELLOW PSI CONCRETE ELEVATION OF T PECAL GUARD POST s ONE CLASS lil CONC PIPE MINIMUM COVER MR POP OF PIPE SLOPE 0.51 MINIMUM, ce WOF CONNECTION NEW OUGHT DUN CB CONNECTION TO NEW STORM DRAIN CATCH BASIN TO MAIN STORM DRAIN CONNECTION s sSALE: NONE c100 OPAXWUNI GET GRAIL 1 2 FNLL COW KMIN) WM^CITO REPLACEPATCH TO 1 /Bs .JVwxc �USLY UCrcER 1WW EXISTED amu CARS TEP- OMIT ONVOC (LES TRENCH SUPPORT FFOREXXISOMIT TI GMTER t AS REB'B SPHALT PAVEMENT ..G ASPWIT DRILLL ADD WENT MENT STORM °PNX E%ISfiXL SVB 6PAVEMENT TYRE R GOR CpIC sMEN uEF MEREOUIREMEMS D COOK OF Y0ETRENCH R6KfILL CLASS II OF WSOor-AVWA FOR ]-Wr Mlx OR 3-N mix nPE III CEMENT. Nw IR 270 GEOiExfiLE USED BIDPREMFiW bN20'MV( 12'0i0 6Y'0 NUH UNSUITWU OBE10'MA% LESS THAN YP FORTEXCAVATION TYPICAL PIPE TRENCH SECTION �\ xuE TILNE PROTECT RULES PLUGS �N c°xc FIE. r.0 A JA 9P BEND PWGCED CRO$$ C C B L PIPE SIZE W!A xuxED GRIM PLUGGED TEB B PROTECT PLUG FROM CONCRETE W/PGLYEIIIYLEN� B Pet SIZE TEE DEAD END 2 1120 go no R-4177098 W-417703 CEMENT CONCRETE PATCH OVER PREPARED GRADE �01 Scu.E NONE cl D CONNECTION DETAIL AT EXISTING JUNCTION BOX %i01 SCALE: NONE CI IF ADD E6 O IYOC. 11 nL PAVEMENT DETAIL AT EXISTING ELECTRICAL DUCT SCALE: NONE `J TTi/%1T� �iT 1P1, Mcwt . JIB\4 .1 sJfL wa�wol DUAL 12/CS2 FOR SUB REINP /Y PREMOIAE° .NN T FILTER E%ISDXG REAFFIRM DUCT ❑ AUBURN, WA OBW2 9GE�No ❑ EERETT. WA. MET FACULTIES DEPARTMENT GNT, WA. OW31 ❑ PORM40. OR. ST32O ■ BETTER. WA. BW55 0 SEARLE. WA 98124 nva 2111 Oz —" mu WATER AND STORM DRAINAGE DETAILS 4-01 PARKING AREA No No C101 = ORA 2 M 1 2/II F ® ,11 I� V EXTREME CARE MALL E OSED r� G THE FISTING 4-20 BUILDING a 1 FIRE PROTTC ° AND WMMSERIC WATER . SERVICE UNTIL 5 O ME OPEPP&.E. THE REMOVE HYDRANTPETERS NO. I L _ _ _ _ S ELVES • PO515 QY PER SHOP CIA I W --I I_I___� „________ H- _I_I_I _� -0y 1 55 _11LI I I 1 1 I 1 3 1 m T REMOVE HUSTNG 5) 1 1 13 MENPoNEDI b OBINCONED PAfl SHE C20 m PER sHT ceol AL�C OWFO IWIl1 3 Tt IN I� 8 r BY P055). NOTE ] f' REMOVE HYNWR H9. I b 11 I n _ c1TE AVI IS-1 /FNDy snEET czo b vnl.vfs 4 PJSis 1lSylT 515- _ .5 f,�� _LWI]-IYSR SYI� y11- • _ (gyl��S/15I_li5ls-- ai�-#�F 3NFE£62P-I�1J-`YtYpl �ED N/ i -Ir I}- • 5 _ _X -M - SYI-HPW t Lf p $P �^- II ;P Ix IiTL - -------------- - -5--_-__- G-=======ZV N ED--Itxpl-_ _T_ ____JL_________ _ ELB. 1t1nr_EII _ _ - _ -s_ __._____- - LyW___T _ ____`_________ Y_- _ - -- __ 1 WiN • DIIYZS11c _ _ _ CfM- _ - UNITED SIT) L-DUAL .BUST - ETERuxE REINEFH RENrou s10 DEraE HEW MNN CCVIXEC1KK15 6i (TP OF 2). SEE J h b __ ___ I X ` PER SNEEi CM SPEC SECTION 02665 , ,.� p5. __. IFM MPRGKD-MWDEECIWEp DE 4) PIPE TER k 9O FOR 22ST MAE ARE ENDS BEND BEND BEND BETA VALVES 4 4 4 2 6 B 10 6 4 2 B 12 12 To 5 4 6 10 1B z6 I4 B 4 B R 20 36 20 12 6 10 NOTE. UNITS IN COUNTS FEET. THRUST BLOCK BEARING AREA �\ NO SEAS L O —W 'POA2CCRETE - TYP CdiNFR F REINFORCEMENT ALAN 1rHPw BOW OR TO E SENGINE i `.. CW. E 2 NOTE ] NOTE 4� TYPICAL HPW CONNECTION �1 NO SCALE REMOVE WORIM MIT, REMOVE MYDRPNL NIT. VALVES k POSTS VALVES • POSTS PER SHEET C20 PfR SHEEN <20 I _ _ _ 4 _ _-_T= _____I _ _ ___ _ 5 _SAS______ Ll 515 BY IS L II x El PHENGCKO PER SHEET Ci0 ATE WEWDONED II ABANDONED PER PER SHE ET C20 m SHEET C20 bl b I R9 H 3 I1 HI II \ 6 IFvia Im b lI 1_ _ �d r j 0 BFHO I. �1u{ -� NIB i i-M0 .1 1------Iv---- -f--------xPw 1-- -_ - - --- < - -1 _I ww-J--___-`_- sEc11----ItHPI/2- COY--0. BEMO - Fi-1 L SCAM- TBE6 1. "WAN pISTNG CIA AND HER MANS IN 6 ALL WORK ANDMATERIALS SHALL NER OR SERNEXCE NEW MANEVE NRLL- S HBEEN A EXCEED CITY OF REMVN STL10M0 R SURGEV• ANO ED. DISINFECTED FLUSHED ADD TESTED. AS BY DARD SPECRI IN M INSTALLATION iNSTALLATIONSEING TON OD'26 5O THE RAUL MEET THE IL SUBMIT PHASED CONNECTION PUN WHICH WILL REQUIREMENTS OF THE NOTONAL FIRE PROTECT - MINIMIZE NEW DOWN TIME, ION ESSOCWTON'S NMA 24. L SAI LL POST AND i ALL PIPE SHALL BE IRON PIPE CLASS PM AND TURN EVERDTOVALVES HYDRANTS OWNER. 53 CEMENT LINED WITUI H TH RIMS RESTRaP NEO SHOWN WITH SHACKLE RODS AND HE BOLTS ER 4, ALL FFIO IREPR07ECMM MATERIALS STORE BE RENTON STANDARD DETAIL 65. RRENTON FACTORY MUTUAL AND NAVY 614 ABY p VALVES SN BE GATE VALVES WRAP POST S. PIPE SIWL BE WRAPPED WIN 81 INDICATORS POLYETHYLENE PER AIWA C-105. CT TO REF OR C PIPE 5 PROVIDE POST PROTECTON SIMILAR TO MTNRAR 9. ME WATER MARC SMALL RE BURIED WITH OS PER 4/CI01 FOR ALL POST INDICATOR VALVES. FEET OF COVER MINIMUM. ED PLACE Po55 IS DIRECTED FOR MULTIPLE VALVES, 10. EXTREME CARE SHAG BE USED WHEN WORKING W THE VICINITY OF OR CRMSING THE EXISTING WATER TE BENDS AS MANS TO MAINTAIN FIRE PROTECTION AND DOMESTIC„ SSRY TO MAKE WATER SERVICE UNTIL NEW SYSTEMS ME OPERABLE. - PROPOSED EXISTING PROPOSED EXISTING FURNACE 6 O WWHOLf - -• -E - COMPRESSED aR y � SUBCAME N SECTION VALVE _ .+W_- _ -W_ _ WASTE .°a ° IF u TYPE I CATCH BASIN--CVF--K.'N--COLD WATER CLASS BACXXLL CLASS I. KIN--. a .W j VERTICAL DECKER Par TO eE REMOVED • • POST wwcwTOR PAVE - -Fu- - - -Fu- - EORaMax DRY DENSITY a suppim SYSTEM Ih CONTRACTOR NM Pn ARV% cw.wuTAx u , 19 AS REouIRED _ yy_ _ _ _ss_ _ swITARY SEWER IA -. I I Y 1 FIRE HYDRANT 6' DI FIX°% �I HpW- -HPW- - MILN PRESSURE WATER O TYPE II CATCH BASIN BEDDING TYPE X. A' LIFTS. 95R - -$Ts- - $ttIPN DUN COMPECTON BURIED STORY FMAY IF LODI - - - - _ - _ _ _ _ gPING l5 NOTED - Kim- - GRAVITY MAIN BU5110 VNOISNRBED R-4177099 FOR SINGLE PIPE OR'NI FOUNo TION WpP!n As ECEsswY ttPICAL PIPGWK SECTION �\ TYPICAL HPW SECTION �51 =REC T[��p�TRENCH , '" W-417704 ll>yylolV'll4191..HIM xuveosvil .IIH....A.fl°. AAI°I g n0 scALE xo wME�niyi m w REM FIRE MAIN AND DOMESTIC WATER MAIN PLAN W^ I z ARE MD Poufznc WATER JWL 0 AERTRr, wA ° � C 1 O� 0 °® LINE REPLACEMENT BOE�NC 0 KENF, WAL 9M]I ' 6/2 92 5/ I P£(GAO WAHu s f " FACILITIES DEPNRMENT pCpi1M0, OR, 97220 FIT 4-Ol PARKING AREA " ■ RENTON. WA SM55 391962 ❑ SEATLE. WA 0124 &OG C0. 'R 304-0610-1016 -- - - - ----------------- - - - - ---- - - - - -- -FT 11 PERMIT AND CXP 11 ERNIE AND LACES I , , TYPICAL 9 vIMEs � dl B- w iCP I!!0 SSDI I OE GM OIY (Ki I vMIOR b I _ _ _ a ?IGHT WHO - 1 .� G- is Um MP BOB AMID EXTERIOR Bmmou OWN TOP AND 1 �I '^ I Wr (ALT w 1/r) WALL co`xmDL JOINT IuTON ec) III * (A /8 itl K(ur II II I J a 18,18 u I II �I I JADD 6_D 2 1V OFE Y FLOOR BOXERA rxIGN un sues MET AND wEMrgN TOP PLAN SCALE' 1/T.1'-P 87 >; ] vO sw1 r 1'-Y Irm TYPE owum EI b L 12.50 Y-v .r-v .a DEEP SUMP WPM E PLACES u R I - S. — + R FORMS R RUNGS Al SEE 4 - 5501 5 YIH NN15. T9 SEF 550 a _ WENT AT FIE 14.4 MP rYC SEE DELNL8 .MIR NO SIMILAR ENROP 'b WASTE OIL L RESERMNR b b1 1 SEE ®i 1 T-0' 1 - EL E N MEAL E. IFBI b A` ____� FL IOJI JeT Y 14--MvF BOTTOM PLANP-4' IZ'-P SCARE: /11 I'_C! COVER. WU LED WASTE OIL SERWIR BOTTOM EL ILIA, INR TO@ WIDE K WEN R AT EL 13.0. 0 P- /B MP. PEAL P PLACES ❑ A.B1 w 9BPJP SOE/NO ❑ EvEPETr, WA P0P01 ❑ NFM' IAA 95O31 FMALI11E5 DEPAAi1.lEM ❑ PDRIwID. OIL 972E0 RENMN, WA 91 ❑ SEATTLE, WA 98124 UNEDOSIONS RELATED TO smucrIN w.wOMl TO AMID Caxxernxc 10 EXISIMG FACILITIES SHALL BE VEIENEO BEFORE CIXIBWUCTION. B. DESIGN Bl APPLICABLE S4ELIEIPAMW9 AND 0006 CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIE 1991 UNIFORM BOLDING CODE. BY ONE LONB UUNISM (DEAD EPST ON NL SPANS OR MY COMBMATCN OF P, TRUCK LOAD ASI HS20-4N uRPVHE LOAD. WHEEL LOADING INDICATED (ENGAGED BY THE BOEING COMPANY) ME FOR EMPTY OR PARTIALLY COMPLETED ARCRM. A, 737-200 R 757-900 O 709-390C �e'E �raA rbrc b e i It nk �SWR k 11�R.N Tki � SON _i--i— -.i--: 4-r 4. GRWNMMIER: EMPTY TALK 15 OES SHED r0 RESIST ROATArON STATIC GROUNDWATER ELEVATOR OF 15 R FEET. C. MATERIALS Cl NNCREiE UU`LESSS�OTHERWISE CRIED. CONCRETE SIWL BE CLASS A. PC -4000 YS GO RONFORCEMFM 1. DEFORMED bfl5: AEON MEE. GALE 60. 'N P REINFORCED GOUGES. REINFORCING IM NL CRUCES SI BE B PER ACI 318-B9. WHEN CARS OF DIFFERENT SIZES ME UP SPLICED. THE SPLICE TERM SMALL BE TINT MOUIRED FOR THESMALLLER 8N. 3. CH SIZE AND SPACING OF ALL WALL. STAR AND COHNE W BASES WITH THE REINFORCEMENT WENT WHICH THE OP. 4. CONCRETE COVER: UNLESS NOTED OTHERWISE, PRONDE THE WULOWIXG CONCRETE COVER bhR REINFORCEMENT' CAST AGANST GROUND INCHES R FINISHURF IN CONTACT WITH GRWNG, SURFACE CREAMER NO INCHES 4 51EEL I PLATES MD SHEETS SHALL BE STEEL URAL SPA N, AbS, P UNLESS OTHERWISE NOTED. Al $ ELL FABRIUTWN SIULL BE HOI DIP GALVANIZED AFTER FABRIGCOx. CAL ALUMINUM 1. STRUCTURALSOBS. SHAPES. PIMPS MD SHEETS SHALL BE ALUMINUM MEETING ME ALUMINUM ASSOCNTON. AllOY MCI-M. R-4177100 CONCRETE.SURFAC ;W BEUWATEEO MINX FYI-RESSTAHrO US PART ­LCs"MIN LESS SIEFL 1G5 MAYEN14 1 gj6A�LEssSELL�sxuL coxFoxu Aslu A107 AND ASTM d04, FEW =El ORION ON "`MANA� GJANIED �91_ RAW. VON a WNW. :r�I.. ` j a,0x M%'6MBYIY aw xF s Il RWx r9r. ® a E99 WENAULT PLANS c RUN Z/II/9Z J oo M 4-01 PARKING AREA ' XNR9 ® TOM - CON - W 3G- lvlB n 6 IT ra n Alm SECTION 311E 55 SCUM UP �3/16EN0 PIA$ TER S(G:CsIri E) 50 PERCENT OF REINFOR ING CONTINUOUS THEN LOIRE. STAGGER UPS "^" JOINT SIMILAR TO DETAILPAVEME I-�i I/C52M v POP REP BIB'OC C EW EE OIYOC EW BOTTOM DETAIL e n NLuiltu HI ALTERNATE ROCKS W/IESS WOR PLATE / r xr SLOTTED HOLES IF N - E VAX R 14. ]- 1/GOM MAXCOLTS VH�Mµ UP HOIZONTAE !3'-VOC X 9Nf W/ S10 EL 14.4 ttP 90 NOTE 2 1/T 2 1/Y J- AT WALL INTERSECTIONS NOSCALE REINFORCEMENT s 0 50 SLAB/WALL CONTROL JOINTS ] SCALE: 1 1/2 -1'-0' S 00 RADIUS T0.YED AT TGP SLUE FOLYFROCYLENE MANHOLIE LOGGED RUNGS 012 OC MAX SET ETHICS IN DFILLED HOLES LADDER RUNGS B H NO wkLE 5500 SSO3 BOE/NG EACIJRIES DEPIRIMEM SEE FEAR FOR TGE STAR ELEVATOR — I CUT-OFF EXISTING AILING 3'-W BELOW STRUCTURE. TW- TIUSED WITH UNSUITABLE FOUNDATION EXCAVATION AND SACKFUL UNSUITABLE FOUNDATION EXCAVATOR AND BPCKRLL. LOCATON AND FIFTH TO BE DETERMINED BY ENGINEER. PAD FOR AS BID ITEM O. SECTION PLAN — APPROX DRAINAGE AREA TRIBUTARY TO WENAULT 9 NO SCALE O: 1N TYPICAL HER ALL OPENINGS IN CONCRETE POLLS AND STABS UNLESS INDICTED OTHERWISE. 2 00 NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS. 3. PROVIDE ADDIIQWL REINFORCING AT ALL WENINGS IN WAELS AND SUBS 12 INCHES OR URGER IN ANY DIRECTION. 4. ADDITIONAL FIDNFORCING MAY BE OMITTED ONLY WHERE OPENING 5 FRAMED BY STAND R-4177101 OPENING REINFORCING H 'RECG40 G.; DaAWMYA NO srxE ssoo AARC EO — p rys nr_ycl(.cm nvwALV�L ❑ OP . WA SHOP RJY UP 11 1 ElEYERER. WA 982O1 M — G9 2 11 w WLIVAULT DETAILS '"j ❑ PER.. wA 98031 m 501 rcG 2/IIry2 ,W ❑ PORNND. DR. 972M ■ RENTDN. WA. 9H035 4-01 PARKINAREA G SU1RE. WP M124 WEN ULT —PARTIAL PUN SSULI SECT ON scuE: 3/B'-I'-v IS TOTOSTS AU END RUSS BY, aW PORT TOP FACR END 2- /8 04 03 5- 19 N or OEM= IY CEMENT SHOW INT IP DM TEE PIPE SUPPLF TYPICAL WE GATES. a W a W�A.AS P. Ey.• BPa A ttP `. BWBe SECTION 3 SCALE: 3/6-1'-P s ON .E-4• � E< BC FA WAY 5`UD ANCNOBS LIFT SLAB EOGE BEAN SPNS: T-t HOW P MG SS ALLEN II A PLUG. TOP OfG WAY IF I I/YDW A RW 1/4 WILL FULL DEPTH I W PL 3 .3 III ADD TAP 0.S SUSAN LIFTING INSERT 4 PER SLAB 5 STALE, All HE . BOE/NO FI MES DEPMIMENT ❑ ."EARN. WA NNOw �AE^. WA. ALOU ❑ EW.. WA. 98031 ❑ PORRAHO, qt 97220 RENTON. WA 98055 ❑ SEATTLE. WA 98124 WTEUSD TO B n COMPOSTS AND FUNL RNWUET 1NE [STRUT TO SESAMES AN P o BY THE CONTRI THE CUNT L BE RESPONSIBLE ALL DUALS. MODRISTKl12, CNWC REQUIRED TO R COMPLETE FU ON" INSTALLATION. MI STYPICAL SP/,T DUAL N S D EACH OE OF LET SUB 2. 31W FUT&W 3/8'BENr PULE suo nNCKP$ 024-OC L4 .4 ALB MTN OSC ETO 0ANCLEE 3 IF WELDER NOOK &R AS REQUIRED AT OTTAKIR WALL UFr SLAB SEAT DETAIL B 1'Ow WELLED PGR LINK, SLY. PROOFTGALY COIL b.� C/ N, TYPICAL /[ nLAW UUtt TALK $LfEL FOUNCRY NOOK, KII TYPICAL R-4177102 LIFE STAB SLING (I REO'D 7 R rcp 0OH0 GS CDHIMRAWINTO BM TI. ASIA�jF wY]Y1N9J1 BUYS,�y�����\\�3//((����� _ w.ni.Q wIn. Ten zelo� IF 1 I�INRIRO ALR1 IF 11 �.. AS ARMS WEIVAULT DETAILS ® DB all F S502 L 2 D AMASS AS AS- 4-01 PARKING AREA "" LLL 193962 ANMMBD .H, II_ HI M ,f Du PIPE IT OR DRIRCE PATE SEE NOTE 2 WEWC WIRE SCREEN 0P]65SEE PEC SECTION \ TOP PLAN Q IR-f 2( CU CIXIC RPE I le OR of MKS ]] MATCH SURFACE E ITER STRUCTURE VRE TOi0 PA 1M%, TYPICALb STOP 06 OTOC POP - I RING 0OIYOC TOP 1 � k� /6OPOC di10A b b P POST Is OR CONE PRE� b 2T CIA CIXIC PRE WALL REIN SIMIWt TO A TOP OF WALL WEIR WNL b �-�- _ BRIDGE PE SCREEN ] vIHELS EL I6.Z0 NITS SECTION— Y TOP OF WAIL 115_0 _ _ ___ IE=I130 -EL A 6. 1 i 2 SEW ttP OF 2 s, ev „L p II FIBERGLASS LADDER, SECURE AT BOTTOM - 11 AOKp RUHL AND TOP SLABS ,Y hi CIXIL RFE 'E I SEE�,AT EYPOHSIONOBOLIS BOTTOM PLAN 2 BOTTOM N SECTION EL Olra EN E&S 1620 15 R) v 05 1 2-(E 016CC IT CEMENT CONC VdENT PER OECNLe CR q6 INI SCNN BAFFLE SET AT ttP MINE OEINL WAITL PENETRATIONS EMENT CONS OfS'LT ENEO� OR dED pET`E]FONL6�0O P' i" MLSMCDfICPI„ONS. AND CHWt'I REOVIREO 10 LT <WAPLET NNCTiONY IMUMMUNNON. SEf SPEC SFC 02)05. z. PROVIDEa- I/YTNICK ORIFICE PATES FLPLANE AT I ' wIM C qn gM1flCE PANE 3 _ WON II" OR ORIFI IE IONE PATE AS DIRECTED. ANT OF ORIFICE NO BE AT " RT Of PIPE. ILL SS UP BOLT OPEC TENT SS PATE xT O'-4 PATE WASHER )IN SS BOLT OPCC, 'AL PER PANEL`EL 1620 NEW eEvow rEL 1550 ME WIRE hNAME } 1 \�3 r�fBENT D \ / IAEB 5 ON SMOR '. BOLTS ONCC SRW EL 1081- WIN EMBED ttP 1'GRJVT WEDGE WIRE 'k SCREEN ATTACHMENT y ScnLG 1 1/2->1'_p P1IFE CK GATE ONGAME E w/ RISING STEM APON MID rSOUARE UT DEWED 'ON 1pN IDLpNG ER PRONOE OPERATING PER Lltt OF NOB EXTENSION AND N ON STANOAAD VALVE BOX FOR I LVL 36.7 SURFACE OPERATOR _ c r OIA DI J METAL a/Sw] � OEOTEXTBE USED WON! I UNSUITABLE FOUNDATION ? EXCAVAT,ON AND RACNRLL of DI _ _ ` 3--. FLEF COUPLING TIP Of SECTION PLAN 3/6 -1 _ CATCH BASIN NUMBER 8 leg WINGS DUE. NENE c,DD R-4177103 !MMNuWWNNo`...a.,,,. lrprvx a 1 Me nNp ,Tzk&- A.,. ❑ wB]Rx. 0 WA °V4"f " a EOE/NO 98m2 WAN D" H 2 DIVERSION STRUCTURE DETAILS irlp.RlEs DEPMIMEN! muMB. ❑ NEHT. WAN 8em1 98031 NI .ML a/II/91 S503 ❑ PORawD. RR. 9]a2O AM AM "`""°"' wA 9ao53 4-01 PARKING AREA " ❑ BONI WA. 98124 rmxw_w�n_10n 5B>sN SUN f0.