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Home My WebLink AboutR_401301C'7 V_ O O 0 W 75 Q 00 N L 0 z E O c .E O ca J BOEING COMMERCIAL AIRPLANE GROUP VICINITY/SITE MAP WASHNGTO� PROJECT 4-67 �_9- OVERALL SITE PLAN �, SCALE: N.T.S. I V 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. PROJECT DIRECTORY GENERAL CONTRACTOR TBD ELECTRICAL CASNE ENGINEERING, INC 10604 NE 38TH PLACE, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 (425) 828-2622 FAX DEREK TOWNSEND DEREK.TOWNSEND@CASNE.COM MECHANICAL FSI CONSULTING ENGINEERS 506 SECOND AVENUE, SUITE 700 SEATTLE, WA 98104 206.622.3321 OFFICE 206.909.1348 CELL GARRETT SMITH GARRETTS@FSI—ENGINEERS.COM CIVIL ENGINEER BERGERABAM 33301 9TH AVE S. STE 300 FEDERAL WAY, WA 98003 206.431.2339 206.431.2250 FAX CONTACT: STEVEN TRUE STEVEN.TRUE@ABAM.COM STRUCTURAL ENGINEER BERGERABAM 33301 9TH AVE S. STE 300 FEDERAL WAY, WA 98003 206.431.2286 206.431.2250 FAX CONTACT: MIKE WRAY MIKE.WRAY@ABAM.COM CODE SUMMARY OWNER BOEING PROJECT ADMINISTRATOR MARK LORANGER BOEING PROJECT ENGINEER MEHDI NAKHJIRI BOEING CONSTRUCTION MANAGER MARK LORANGER BOEING ENVIRONMENTAL DORIS TURNER BOEING PERMIT CONTACT MARK CLEMENT APPLICATIONS/PERMITS RELATED TO PROJECT: ZONING: BUILDING CODE: BARRIER FREE REQUIREMENTS LANDSCAPE REQUIREMENTS: PHONE: 206.999.2976 PHONE: 425.237.4134 PHONE: 206.999.2976 PHONE: 425.965.2304 PHONE: 206.617.2944 MECHANICAL, ELECTRICAL, SHORELINE, BUILDING, JARPA, CONSTRUCTION, SITE UTILITIES AND STORMWATER. HEAVY IND./PUBLIC USE IBC — 2015 EDITION WITH WASHINGTON STATE AMENDMENTS CHAPTER 11 & ICC/ANSI 117.1 NONE SCOPE OF WORK THIS DOCUMENT PACKAGE INCLUDES THE RECLAMATION OF THE THREE EXISTING RAMPS THAT EXTEND INTO LAKE WASHINGTON AT APRON R; CONSTRUCTION OF STRUCTURAL WALLS; REPLACEMENT OF PILE SUPPORTED AREAS WITH STRUCTURAL FILL; INSTALLATION OF BARGE LANDING PILES; STRUCTURAL REPLACEMENT OF EXISTING BULKHEAD WALLS AND RE—ESTABLISHMENT OF SHORELINE PROTECTION; STORMWATER IMPROVEMENTS INCLUDING RELOCATION AND REPLACEMENT OF OUTFALLS INTO LAKE WASHINGTON; REPLACEMENT OF DAMAGED PAVEMENT LOCATED ON APRON R; AND THE PLACEMENT OF CHANNELIZATION STRIPING FOR THE TOW PATH, ROADWAYS, AND PEDESTRIAN WALKWAYS. CONDITION OF APPROVAL: THE CIVIL CONSTRUCTION PERMIT SHALL NOT BE FINALED UNTIL ALL EASEMENTS FOR THE PROPOSED SAM CHASTAIN TRAIL ARE RECORDED AND DOCUMENTATION OF RECORDING IS PROVIDED TO THE CITY. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 P. of WAsh� �f BOE//V� OD x 31271 w� ��ssioNaL LEGEND ABBREVIATIONS EXISTING PROPOSED & AND I AT IBC INTERNATIONAL BUILDING -CW— —CW— DOMESTIC WATER CODE —FW— —FW— FIRE WATER MAIN A ID INNER DIAMETER ABND ABANDONED IE INVERT ELEVATION — E — — E — POWER LINE ACI AMERICAN CONCRETE INT INTERIOR — T — T COMMUNICATION LINE INSTITUTE INV INVERT ADD'L ADDITIONAL — A — H AIR LINE AGG AGGREGATE PIV® POST INDICATOR VALVE ALT ALTERNATE LF LINEAR FEET APPROX APPROXIMATE LG LIGHT GAGE �:o FIRE HYDRANT AR ANCHOR RODS WV® N WATER VALVE ARCH ARCHITECTURAL M- ASTM AMERICAN SOCIETY FOR MAT'L MATERIAL —STS— —STS— STORM DRAINAGE LINE TESTING MATERIALS MH MANHOLE —SAN— —SAN— SANITARY SEWER LINE ATR ALL THREAD ROD MAX MAXIMUM MIN MINIMUM CO O • CLEANOUT B_ MISC MISCELLANEOUS 0 STORM DRAIN MANHOLE / CATCH BASIN TYPE 2 B'OUT BLOCKOUT MJ MECHANICAL JOINT BLDG BUILDING ■ CATCH BASIN / SAFE DRAIN BMP(S) BEST MANAGEMENT N- -UP— UNDERGROUND POWER PRACTICES N NORTH (DEPARTMENT OF ECOLOGY) NE NORTHEAST S. O LIGHT STANDARD BOC BOTTOM OF CONCRETE NOM NOMINAL A —A— COMPRESSED AIR LINE BOS BOTTOM OF STEEL NS NEAR SIDE BOT BOTTOM OF NW NORTHWEST U UNKNOWN UNDERGROUND UTILITY BRG BEARING ® 0B BOLLARD BTWN BETWEEN OC ON CENTER GRo OO STATIC GROUND ROD C OD OUTSIDE DIAMETER PEDESTRIAN PATH INDICATOR CI CAST IRON P- CIP CAST IN PLACE • HCB-X BORING (FROM PREVIOUS SOILS INVESTIGATION) CJ CONTROL JOINT PIV PL POST INDICATOR VALVE PLATE CL CENTERLINE B-1 BORING FROM PREVIOUS SOILS INVESTIGATION ( ) CMP CORRUGATED METAL PIPE PMB PRE-ENGINEERED METAL BUILDING COL COLUMN A BENCHMARK CONC CONCRETE PREFAB PREFABRICATED CONN CONNECTION PROJ PROJECT — — — — PAVEMENT LIMITS CONST CONSTRUCTION PSI POUND PER SQUARE INCH CONT CONTINUOUS PVC POLYVINYL CHLORIDE OHw olive ORDINARY HIGH WATER LINE CONTR CONTRACTOR 200' SETBACK FROM ORDINARY HIGH WATER LINE CSJ CONSTRUCTION JOINT R- - - EASEMENT BOUNDARY CW DOMESTIC WATER R RJ RADIUS RESTRAINED JOINT - - PARCEL BOUNDARY D REF REFERENCE ELEV ELEV MINOR CONTOUR DI DUCTILE IRON REINF REINFORCING DIA OR 0 DIAMETER REQD REQUIRED ELEV ELEV MAJOR CONTOUR DIP DUCTILE IRON PIPE S- DIM DIMENSION SLOTTED STORM DRAIN DWG DRAWING S SOUTH SCHED, SCG SCHEDULE E SE SOUTHEAST E EAST SEC, SECT SECTION EA EACH SHT SHEET EF EACH FACE SIM SIMILAR EL OR ELEV ELEVATION SOG SLAB ON GRADE EMBED EMBEDMENT SPA SPACE SPACING ENG ENGINEER SPEC SPECIFICATIONS EQ EQUAL SQ SQUARE EQUIV EQUIVALENT STA STATION ESC EROSION/SEDIMENTATION STD STANDARD CONTROL STL STEEL EW EACH WAY STRUCT STRUCTURAL EX, EXIST EXISTING SW SOUTHWEST EXP EXPANSION T EXT EXTERIOR T&B TOP AND BOTTOM F TEMP TEMPORARY FDC FIRE DEPARTMENT CONNECTION TO TOC TOP OF TOP OF CONCRETE LEGAL DESCRIPTION FF FINISHED FLOOR TOF TOP OF FOOTING FFE FG FINISHED FLOOR ELEVATION FINISH GRADE TOS TYP TOP OF STEEL TYPICAL PARCEL I-80 FH FIRE HYDRANT CITY OF RENTON, KING COUNTY, WASHINGTON FIN FM FINISH FORCE MAIN U UNO UNLESS NOTED OTHERWISE FLR FLOOR THE FOLLOWING DESCRIBED TRACT OF LAND IS THE RESULTANT CONSOLIDATION OF RECORD FND FS FOUNDATION FAR SIDE V_ VC VITRIFIED CLAY TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION AND PUGET SOUND F FOOTING V, VERT VERTICAL POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION, COVERED IN THE PIONEER VLT VAULT NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORTS NUMBER A-253802, A-253803, A-253804, UNIT 13, DATED JANUARY 11, THROUGH JANUARY 21, 1980. GA GAUGE W GEN GENERAL W WEST THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF GOVERNMENT LOTS 11 W/ WITH 2, AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, H WAC WASHINGTON TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN THE CITY OF RENTON, KING H,HORZ HORIZONTAL ADMINISTRATIVE COUNTY, WASHINGTON; AND OF C.H. ADSIT S LAKE WASHINGTON PLAT AS RECORDED IN HH HANDHOLE CODE VOLUME 8 OF THE PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; AND OF HDPE HIGH DENSITY WL WATER LEVEL BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS, AS RECORDED POLYETHYLENE PIPE WSDOT WASHINGTON STATE UNDER KING COUNTY AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS OF HSA HEADED STUD ANCHOR DEPARTMENT OF LAKE WASHINGTON SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO HESSE HSB HIGH STRENGTH BOLT TRANSPORTATION UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 156371; AND OF VACATED LAKE WV WATER VALVE WASHINGTON BOULEVARD (FORMERLY PARK STREET); AND OF THE ABANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY NORTHERN PACIFIC RAILWAY) RIGHT-OF-WAY. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. R-40130 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. DATE BEE i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL PERMIT, COVER SHEET r_3,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 REGIONAL FIRE AUTHORITY `Sa�To,� CURRENT PLANNING O '� 1 ctAPPROVhomas oED$ � amorganroth 12/21/2018 W4700331 J' ""' n 1"" 10/01 / 18 GO GOO JOB NO. COMP NO. W4700331 DWG NO. RENTON, WA 4—APRON—R—GO CIVIL MASTER SITE