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Home My WebLink AboutR-417701BOEING 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