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HomeMy WebLinkAboutzR_4013C'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 SHEET NO. DRAWING NO DRAWING TITLE GENERAL 4-APRON-R-GO GO COVER SHEET 4-APRON-R-G1 G1 SHEET INDEX 4-APRON-R-G2 G2 GENERALNOTES 4-APRON-R-G3 G3 GENERAL STRUCTURAL NOTES 4-APRON-R-G4 G4 GENERAL WATERWORKS NOTES 4-APRON-R-GS G5 SPECIAL INSPECTION SCHEDULES 4-APRON-R-G6 G6 KEY PLAN 4-APRON-R-G7 G7 OVERALL SITE PLAN - EXISTING 4-APRON-R-G8 G8 OVERALL EXISTING PAVEMENT THICKNESS PLAN 4-APRON-R-G9 G9 OVERALL SITE PLAN 4-APRON-R-G10 G10 OVERALL UTILITY PLAN EXISTING CONDITIONS 4-APRON-R-G80 G80 EXISTING CONDITIONS 4-APRON-R-G81 G81 EXISTING CONDITIONS 4-APRON-R-G82 G82 EXISTING CONDITIONS 4-APRON-R-G83 G83 EXISTING CONDITIONS 4-APRON-R-G84 G84 EXISTING CONDITIONS 4-APRON-R-G85 G85 EXISTING CONDITIONS REMOVAL 4-APRON-R-C80R C80R CIVIL SITE REMOVAL PLAN 4-APRON-R-C81R C81R CIVIL SITE REMOVAL PLAN 4-APRON-R-C82R C82R CIVIL SITE REMOVAL PLAN 4-APRON-R-C83R C83R CIVIL SITE REMOVAL PLAN 4-APRON-R-C84R C84R CIVIL SITE REMOVAL PLAN 4-APRON-R-C85R C85R CIVIL SITE REMOVAL PLAN TESC 4-APRON-R-C150 C150 TEMPORARY EROSION CONTROL PLAN -AREA 1 4-APRON-R-C151 C151 TEMPORARY EROSION CONTROL PLAN - AREA 3 4-APRON-R-C152 C152 TEMPORARY EROSION CONTROL PLAN - AREA 2 4-APRON-R-C153 C153 TEMPORARY EROSION CONTROL DETAILS SITE 4-APRON-R-C80 C80 CIVIL SITE PLAN 4-APRON-R-C81 C81 CIVIL SITE PLAN 4-APRON-R-C82 C82 CIVIL SITE PLAN 4-APRON-R-C83 C83 CIVIL SITE PLAN 4-APRON-R-C84 C84 CIVIL SITE PLAN 4-APRON-R-C85 C85 CIVIL SITE PLAN CONSTRUCTION PHASING 4-APRON-R-0500-1A C500-IA CONSTRUCTION PHASING NOTESAND DETAILS 4-APRON-R-0500-1B C500-1B PHASING PLAN -AREA 1: PHASE 1 4-APRON-R-0500-1C C500-1C PHASING PLAN - AREA 3: PHASE 2 4-APRON-R-0500-1D C500-ID PHASING PLAN - AREA 3: PHASE 3 4-APRON-R-0500-1E C500-1E PHASING PLAN - AREA 1 & 3: PHASE 4 4-APRON-R-0500-1F C500-11F PHASING PLAN - AREA 1: PHASE 5 4-APRON-R-0500-1G C500-1G PHASING PLAN - AREA 1 & 3: PHASE 6 4-APRON-R-0500-1H C500-11H PHASING PLAN - AREA 2: PHASE 7 PAVEMENT 4-APRON-R-0500-2A C500-2A GRADING/PAVEMENT PLAN - SHEET 1 4-APRON-R-0500-2B C500-21B GRADING/PAVEMENT PLAN -SHEET 2 4-APRON-R-0500-2C C500-2C GRADING/PAVEMENT PLAN -SHEET 3 4-APRON-R-0500-2D C500-21D GRADING/PAVEMENT PLAN - SHEET 4 4-APRON-R-0500-2E C500-2E GRADING/PAVEMENT PLAN -SHEET 5 4-APRON-R-0500-2F C500-21F GRADING/PAVEMENT PLAN -SHEET 6 4-APRON-R-0500-2G C500-2G GRADING/PAVEMENT DETAILS - SHEET 1 4-APRON-R-0500-2H C500-2H GRADING/PAVEMENT DETAILS - SHEET 2 4-APRON-R-0500-2J C500-2J SUBGRADE IMPROVEMENT PLAN - SHEET 1 4-APRON-R-0500-2K C500-2K SUBGRADE IMPROVEMENT PLAN -SHEET 2 4-APRON-R-0500-2L C500-21L SUBGRADE IMPROVEMENT PLAN -SHEET 3 4-APRON-R-0500-2M C500-2M SUBGRADE IMPROVEMENT DETAILS - SHEET 4 4-APRON-R-0500-2N C500-2N SUBGRADE IMPROVEMENT DETAILS - SHEET 5 4-APRON-R-0500-2P C500-21P SUBGRADE IMPROVEMENT DETAILS - SHEET 6 4-APRON-R-0500-2Q C500-2Q SUBGRADE IMPROVEMENT DETAILS - SHEET 7 4-APRON-R-0500-2R C500-2R SUBGRADE IMPROVEMENT DETAILS - SHEET 8 4-APRON-R-0500-2S C500-2S SUBGRADE IMPROVEMENT DETAILS - SHEET 9 4-APRON-R-0500-2T C500-2T NE CORNER PAVING & GRADING DETAIL- SHEET 1 4-APRON-R-0500-2V C500-2V NE CORNER PAVING & GRADING DETAIL- SHEET 2 4-APRON-R-0500-2W C500-2W NE CORNER PAVING & GRADING DETAIL- SHEET 3 4-APRON-R-0500-2X C500-2X WEST AIRPLANE GATE IMPROVEMENTS - PLAN & DETAIL STORM DRAINAGE 4-APRON-R-0500-3A C500-3A STORM DRAINAGE PLAN - SHEET 1 4-APRON-R-0500-3B C500-3B STORM DRAINAGE PLAN - SHEET 2 4-APRON-R-0500-3C C500-3C STORM DRAINAGE PLAN - SHEET 3 4-APRON-R-0500-3D C500-31D STORM DRAINAGE PLAN - SHEET 4 4-APRON-R-0500-3E C500-3E STORM DRAINAGE PLAN - SHEET 5 4-APRON-R-0500-3F C500-31F STORM DRAINAGE PLAN - SHEET 6 4-APRON-R-0500-3G C500-3G STORM DRAINAGE PROFILE - SHEET 1 4-APRON-R-0500-3H C500-31H STORM DRAINAGE PROFILE - SHEET 2 4-APRON-R-0500-3J C500-3J STORM DRAINAGE PROFILE - SHEET 3 4-APRON-R-0500-3K C500-31K STORM DRAINAGE PROFILE - SHEET4 4-APRON-R-0500-3L C500-31L STORM DRAINAGE DETAILS - SHEET 1 4-APRON-R-0500-3M C500-3M STORM DRAINAGE DETAILS - SHEET 2 4-APRON-R-0500-3N C500-3N STORM DRAINAGE DETAILS - SHEET 3 4-APRON-R-0500-3P C500-3P STORM DRAINAGE DETAILS - SHEET 4-APRON-R-0500-3Q C500-3Q STORM DRAINAGE DETAILS - SHEET 5 4-APRON-R-0500-3R C500-3R STORM DRAINAGE DETAILS - SHEET 6 4-APRON-R-0500-3S C500-3S STORM DRAINAGE DETAILS - SHEET 7 4-APRON-R-0500-3T C500-3T STORM DRAINAGE DETAILS - SHEET 8 SHEET NO. DRAWING NO. DRAWING TITLE 4-APRON-R-0500-3U C500-3U STORM DRAINAGE DETAILS - SHEET 9 4-APRON-R-0500-3V C500-3V STORM DRAINAGE DETAILS - SHEET 10 4-APRON-R-0500-3W C500-3W STORM DRAINAGE DETAILS - SHEET 11 4-APRON-R-0500-3X C500-3X STORM DRAINAGE DETAILS - SHEET 12 4-APRON-R-0500-3Y C500-3Y STORM DRAINAGE DETAILS - SHEET 13 4-APRON-R-0500-3Z C500-3Z STORM DRAINAGE DETAILS - SHEET 14 9-APRON-R-0500-3AA C500-3AA STORM DRAINAGE DETAILS - SHEET 15 PAVEMENT MARKING 4-APRON-R-0500-4A C500-4A PAVEMENT MARKING PLAN - SHEET 1 4-APRON-R-0500-4B C500-413 PAVEMENT MARKING PLAN - SHEET 2 4-APRON-R-0500-4C C500-4C PAVEMENT MARKING PLAN - SHEET 3 4-APRON-R-0500-4D C500-41D PAVEMENT MARKING PLAN - SHEET 4 4-APRON-R-0500-4E C500-4E PAVEMENT MARKING PLAN - SHEET 5 4-APRON-R-0500-4F C500-4F PAVEMENT MARKING PLAN - SHEET 6 4-APRON-R-0500-4G C500-4G PAVEMENT MARKING DETAILS - SHEET 1 4-APRON-R-0500-4H C500-4H PAVEMENT MARKING DETAILS - SHEET 2 4-APRON-R-0500-4J C500-4J PAVEMENT MARKING DETAILS - SHEET 3 MISCELLANEOUS DETAILS 4-APRON-R-0500-5A C500-5A MISCELLANEOUS DETAILS - SHEET 1 4-APRON-R-0500-5B C500-513 MISCELLANEOUS DETAILS - SHEET 4-APRON-R-0500-5C C500-5C MISCELLANEOUS DETAILS - SHEET 4-APRON-R-0500-5D C500-5D MISCELLANEOUS DETAILS - SHEET 4-APRON-R-0500-5E C500-5E MISCELLANEOUS DETAILS - SHEET 5 STRUCTURAL 4-APRON-R-S500-01 S500-01 STRUCTURAL SITE PLAN - NARRATIVE 4-APRON-R-S500-02 S500-02 STAGE 1 & 2 - NW DEMOLITION PLAN 4-APRON-R-S500-03 S500-03 STAGE 1 & 2 - NW DEMOLITION SECTIONS 4-APRON-R-S500-04 S500-04 ALL STAGES - SHORING SECTIONS 4-APRON-R-S500-05 S500-05 STAGE 3- NW DEMOLITION PLAN 4-APRON-R-S500-06 S500-06 STAGE 3- NW DEMOLITION SECTIONS 4-APRON-R-S500-07 S500-07 STAGE 1- CENTRAL RAMP DEMOLITION PLAN 4-APRON-R-S500-08 S500-08 STAGE 1- CENTRAL RAMP DEMOLITION SECTIONS 4-APRON-R-S500-09 S500-09 STAGE 2 - CENTRAL RAMP DEMOLITION PLAN 4-APRON-R-S500-10 S500-10 STAGE 2 - CENTRAL RAMP DEMOLITION SECTIONS 4-APRON-R-S500-11 S500-11 BARGE ACCESS CONSTRUCTION PLAN 4-APRON-R-S500-12 S500-12 BARGE ACCESS CONSTRUCTION SECTION 4-APRON-R-S500-13 S500-13 STAGE 1- NE DEMOLITION PLAN 4-APRON-R-S500-14 S500-14 STAGE 1- NE DEMOLITION DETAILS 4-APRON-R-S500-15 S500-15 PAVEMENT DETAILS - SHEET 1 4-APRON-R-S500-16 S500-16 PAVEMENT DETAILS - SHEET 2 4-APRON-R-S500-17 S500-17 PAVEMENT DETAILS - SHEET 3 4-APRON-R-S500-18 S500-18 NOT USED 4-APRON-R-S500-19 S500-19 NOT USED 4-APRON-R-S500-20 S500-20 STORM WATER VAULT - SHEET 1 4-APRON-R-S500-21 S500-21 STORM WATER VAULT - SHEET 2 4-APRON-R-S500-22 S500-22 STORM WATER VAULT - SHEET 3 4-APRON-R-S500-23 S500-23 STORM WATER VAULT - SHEET 4 4-APRON-R-S500-24 S500-24 DRAINAGE STRUCTURE 4-APRON-R-S500-25 S500-25 STORM WATER VAULT SUPPORT PLAN 4-APRON-R-S500-26 S500-26 MINIMUM CONSTRUCTION SETBACKS 4-APRON-R-S500-27 S500-27 COFFERDAM PLAN 4-APRON-R-S500-28 S500-28 COFFERDAM & SHORING DETAILS 4-APRON-R-S500-29 S500-29 STORM WATER VAULT SUPPORT DETAILS 4-APRON-R-S500-30 S500-30 NOT USED 4-APRON-R-S500-31 S500-31 NOT USED 4-APRON-R-S500-32 S500-32 NOT USED 4-APRON-R-S500-33 S500-33 NOT USED 4-APRON-R-S500-34 S500-34 NOT USED 4-APRON-R-S500-35 S500-35 NOT USED 4-APRON-R-S500-36 S500-36 NOT USED 4-APRON-R-S500-37 S500-37 NOT USED 4-APRON-R-S500-38 S500-38 NOT USED 4-APRON-R-S500-39 S500-39 NOT USED 4-APRON-R-S500-40 S500-40 4-401 CREW SHELTER & HARDSTANDS 04-020-S534 S534 PARTIAL PLAN & DETAILS 04-041-1S61-R 1S61-R SLAB PLAN 04-041-1S61 1S61 SLAB PLAN 04-041-S502-1 S502-1 PARTIAL PLAN AND ELEVATIONS 04-041-S502-2 S502-2 DETAILS LANDSCAPE 4-APRON-R-L01A L01A EXISTING CONDITIONS - WEST 4-APRON-R-L01B L01B EXISTING CONDITIONS - EAST 4-APRON-R-LO2 L02 PROPOSED PLANTING & INVASIVE PLANT REMOVAL 4-APRON-R-LO3 L03 PROPOSED TREE REMOVAL & TREE REPLANTING 4-APRON-R-LO4 L04 CONCEPTUAL TEMPORARY IRRIGATION LAYOUT 4-APRON-R-LO5 L05 TYPICAL RIPARIAN PLANTING SECTION & HERBIVORY EXCLOSURE LAYOUT 4-APRON-R-LO6 L06 PROPOSED PLANT LIST & DETAILS 4-APRON-R-LO7 L07 PROPOSED TREE REMOVAL FOR UTILITY REMOVAL WORK 4-APRON-R-LO8 L08 PHASE SCHEDULE FOR LANDSCAPE WORK MECHANICAL/FIRE PROTECTION 4-APRON-R-M110R M110R COMPRESSED AIR UTILITY PLAN 4-APRON-R-M111R M111R COMPRESSED AIR UTILITY PLAN 4-APRON-R-M112R M112R COMPRESSED AIR UTILITY PLAN 4-APRON-R-M113R M113R COMPRESSED AIR UTILITY PLAN 4-APRON-R-M114R M114R COMPRESSED AIR UTILITY PLAN 4-APRON-R-M115R M115R COMPRESSED AIR UTILITY PLAN 4-APRON-R-M510-5R M510-5R PIPING DETAILS 4-APRON-R-M110 M110 COMPRESSED AIR UTILITY PLAN SHEET NO. DRAWING NO. DRAWING TITLE 4-APRON-R-M111 M111 COMPRESSED AIR UTILITY PLAN 4-APRON-R-M112 M112 COMPRESSED AIR UTILITY PLAN 4-APRON-R-M113 M113 COMPRESSED AIR UTILITY PLAN 4-APRON-R-M114 M114 COMPRESSED AIR UTILITY PLAN 4-APRON-R-M115 M115 COMPRESSED AIR UTILITY PLAN 4-APRON-R-M260 M260 FIRE PROTECTION AND WATER - SHEET 1 4-APRON-R-M261 M261 FIRE PROTECTION AND WATER - SHEET 2 4-APRON-R-M262 M262 FIRE PROTECTION AND WATER - SHEET 3 4-APRON-R-M263 M263 FIRE PROTECTION AND WATER - SHEET 4 4-APRON-R-M264 M264 FIRE PROTECTION AND WATER - SHEET 5 4-APRON-R-M265 M265 FIRE PROTECTION AND WATER - SHEET 6 4-APRON-R-M510-1 M510-1 PIPING DETAILS 4-APRON-R-M510-2 M510-2 MECHANICAL DETAILS - SHEET 1 4-APRON-R-M510-3 M510-3 MECHANICAL DETAILS - SHEET 2 4-APRON-R-M510-4 M510-4 MECHANICAL DETAILS - SHEET 3 4-APRON-R-M510-5 M510-5 PIPING DETAILS 04-APRON-R-EO EO LEGENDS, SYMBOLS, ABBREVIATIONS POWER/TELECOMM 04-020-E4H-V49BR E4H-V49BR ONE -LINE DIAGRAM - REMOVAL 04-020-E4J-V50BR E4J-V50BR ONE -LINE DIAGRAM- REMOVAL 04-81-82-E4B-V24AR E4B-V24AR ONE -LINE DIAGRAM- REMOVAL 04-81-82-E4C-V24BR E4C-V24BR ONE -LINE DIAGRAM- REMOVAL 04-APRON-R-E110R E110R PARTIAL SITE POWER PLAN - REMOVAL 04-APRON-R-E111R E111R PARTIAL SITE POWER PLAN - REMOVAL 04-APRON-R-E112R E112R PARTIAL SITE POWER PLAN - REMOVAL 04-APRON-R-E113R E113R PARTIAL SITE POWER PLAN - REMOVAL 04-APRON-R-E114R E114R PARTIAL SITE POWER PLAN - REMOVAL 04-APRON-R-E115R E115R PARTIAL SITE POWER PLAN - REMOVAL 04-APRON-R-E36OR E360R PARTIAL SITE TELECOM/DATA PLAN - REMOVAL 04-APRON-R-E361R E361R PARTIAL SITE TELECOM/DATA PLAN - REMOVAL 04-APRON-R-E362R E362R PARTIAL SITE TELECOM/DATA PLAN - REMOVAL 04-APRON-R-E363R E363R PARTIAL SITE TELECOM/DATA PLAN - REMOVAL 04-APRON-R-E364R E364R PARTIAL SITE TELECOM/DATA PLAN - REMOVAL 04-APRON-R-E365R E365R PARTIAL SITE TELECOM/DATA PLAN - REMOVAL 04-41-E4 E4 ONE -LINE DIAGRAM 04-41-E4A E4A ONE -LINE DIAGRAM 04-81-82-E4H-V28A E4H-V28A ONE -LINE DIAGRAM 04-81-82-E4X-V28A E4X-V28A ONE -LINE DIAGRAM 04-APRON-R-E9A E9A PARTIALSITE GROUNDING PLAN 04-APRON-R-E9B E913 PARTIALSITE GROUNDING PLAN 04-APRON-R-E9C E9C PARTIALSITE GROUNDING PLAN 04-APRON-R-E9D E9D PARTIALSITE GROUNDING PLAN 04-APRON-R-E9E E9E PARTIALSITE GROUNDING PLAN 04-APRON-R-E9F E91F PARTIALSITE GROUNDING PLAN 04-APRON-R-E110 E110 PARTIAL SITE POWER PLAN 04-APRON-R-E111 E111 PARTIAL SITE POWER PLAN 04-APRON-R-E112 E112 PARTIAL SITE POWER PLAN 04-APRON-R-E113 E113 PARTIAL SITE POWER PLAN 04-APRON-R-E114 E114 PARTIAL SITE POWER PLAN 04-APRON-R-E115 E115 PARTIAL SITE POWER PLAN 04-APRON-R-E360 E360 PARTIAL SITE TELECOM/DATA PLAN 04-APRON-R-E361 E361 PARTIAL SITE TELECOM/DATA PLAN 04-APRON-R-E362 E362 PARTIAL SITE TELECOM/DATA PLAN 04-APRON-R-E363 E363 PARTIAL SITE TELECOM/DATA PLAN 04-APRON-R-E364 E364 PARTIAL SITE TELECOM/DATA PLAN 04-APRON-R-E365 E365 PARTIAL SITE TELECOM/DATA PLAN 04-020-1E-112 1.00E-112 BUILDING 04-20 277/480V POWER 04-81-82-OE-3-25-32 OE-3-25-32 BUILDING 04-81-82 PARTIAL UNDERGROUND 480Y/277V 04-81-82-OE-3-37-44 OE-3-37-44 BUILDING 04-81-82 PARTIAL UNDERGROUND 480Y/277V 04-81-82-1E-3-44 1E-3-44 BUILDING 04-81-82 PARTIAL FIRST FLOOR 480Y/277V 04-81-82-2E-3-44 2E-3-44 BUILDING 04-81-82 PARTIAL SECOND FLOOR 480Y/277V 04-APRON-R-E510-3 E510-3 ACTUATOR VALVE CONNECTION DETAILS 04-APRON-R-E510-4 E510-4 BURIED CONDUITS DETAILS 04-APRON-R-E510-5 E510-5 BURIED CONDUITS DETAILS 04-APRON-R-E510-6 E510-6 GROUNDING DETAILS 04-APRON-R-E510-7 E510-7 HANDHOLE BUTTERFLIES & DETAILS 04-APRON-R-E510-8 E510-8 HANDHOLE BUTTERFLIES & DETAILS 04-APRON-R-E510-10 E510-10 HARDSTAND R2 DETAILS 04-APRON-R-E510-11 E510-11 HARDSTAND R3 DETAILS 04-APRON-R-E510-12 E510-12 HARDSTAND R4 DETAILS 04-APRON-R-E510-13 E510-13 HARDSTAND R10 DETAILS 04-APRON-R-E510-14 E510-14 HARDSTAND R11 DETAILS 04-APRON-R-E510-15 E510-15 HARDSTAND R12 DETAILS 04-APRON-R-E510-16 E510-16 HARDSTAND R13 DETAILS 04-APRON-R-E510-17 E510-17 HARDSTAND R14 DETAILS 04-020-E581-1 E581-1 04-20G-TOWER DETAILS 04-041-E502-2 E502-2 V45CONNECTION DETAILS 04-81-82-E502-2 E502-2 04-81-82TRENCH DETAILS 04-81-82-E502-3 E502-3 PULL BOX DETAILS CATHODIC PROTECTION 04-APRON-R-CPI CP1 CATHODIC PROTECTION PLAN 04-APRON-R-CP2 CP2 CATHODIC PROTECTION DETAILS - SHEET 1 04-APRON-R-CP3 CP3 CATHODIC PROTECTION DETAILS - SHEET 2 AS-BUILTS INCLUDED FOR REFERENCE SHEET NO. DRAWING TITLE DATE C-IJ2 (RAMP & RUNWAY PILING KEY PLAN) 5/26/1942 C-11 (APRON) BULKHEAD DETAILS 1/5/1942 C-13 LAYOUT& DETAILS OF P RECAST S ECTI 0 N (RAMP) 12/26/1941 C-IJ4 MONOLITHIC SECTION OF (RAMP &TAXI STRIP) 3/8/1942 C-J1 STEEL PLACING DIAGRAM FOR TAXI STRIPS 3/8/1942 C-J6 EAST & CENTER RAMPS 2/9/1942 C-J5 RAMPS BRACING OF PILES 2/9/1942 C-J7 WEST RAMP 1/12/1942 C-J8 PAVED AREAS 1 AND 2 BETWEEN RAMPS 2/9/1942 C-J9 PAVED AREAS 3 AND 4 NORTH OF ASSEMBLY BLDG 3/3/1942 C-J10 APRON PAVED AREAS 5 AND 6 3/6/1942 C-J11 MONOLITHIC SECTION EAST AND CENTER RAMP 3/20/1942 C-J12 PAVED AREA 7 6/12/1942 S-B1 (PLAN OF APPROACH AND BRIDGE) 11/20/1944 S-132 (BULKHEAD DETAILS FOR APPROACH SECTION) 8/21/1943 S-133 BRIDGE TRESTLE SECTIONS 8/27/1943 S-134 APPROACHES TO REMOVABLE BRIDGE 6/4/1943 S-135 (DETAIL OF BENTS OVER EXISTING RAMP) 6/4/1943 S-136 (REMOVABLE BRIDGE) 6/4/1943 S-137 PONTOONS FOR REMOVABLE BRIDGE 6/4/1943 S-138 DETAIL OF (BOAT BUMPER) AND (LOG BOOM) FOR REMOVABLE BRIDGE AND CONCRETE PIERS 6/4/1943 S-B10 WEST APPROACH TO MOVABLE BRIDGE 2/14/1944 S-4 AREA PLAN 6 9/6/1956 SUR-6 DETAILS SURVEY 9/6/1956 P-6 NORTH DRAINAGE PLAN 2/1/1966 P-28 NORTH APRON BULKHEAD AND WING WALL 12/6/1965 P-29 NORTH APRON BULKHEAD AND WING WALL DETAILS 12/6/1965 P-40 ELECTRICAL MANHOLE STRUCTURES AND DETAILS 3/24/1966 P-47 NORTH APRON BULKHEAD AND WINGWALL 8/10/1967 1 NORTH AIRPLANE BRIDGE, EAST RAMP STRENGTHENING 12/23/1969 1 NORTH AIRPLANE BRIDGE, LAYOUT 10/3/1969 2 NORTH AIRPLANE BRIDGE, NEW PILE LAYOUT 9/9/1969 3 NORTH AIRPLANE BRIDGE, SLAB 1/28/1970 1 NORTH AIRPLANE BRIDGE, PILE DRIVING RECORD 1/29/1970 S-1 WEST RAMP EXTENSION, MOD EXIST RAMP, GENERAL NOTES 3/4/1974 S-2 WEST RAMP EXTENSION, PLAN, SECTIONS, DETAILS 3/4/1974 S-1 EXISTING RAMP PILING PLAN 6/2/1993 S-2 EXISTING SECTION - LOOKING SOUTH 6/2/1993 C220 BULKHEAD AND PAVEMENT REPAIR, DEMO AND PROPOSED PAVING 3/16/2001 C500 CIVILSECTIONS, DETAILS, & WORK SEQUENCE 3/16/2001 C501 BULKHEAD AND PAVEMENT REPAIR, PAVEMENT DETAILS 3/16/2001 S500 BULKHEAD AND PAVEMENT REPAIR, STRUCTURAL DETAILS 3/16/2001 OPTION 2 CHANGE INCORPORATION LAYOUT OPTION 2 6/22/2015 AO COVER SHEET 2/11/1992 C2 SITE TOPOGRAPHY 7/16/1991 C20 ARCHITECTURAL AND UTILITY DEMOLITION PLAN 2/11/1992 C30 STRIPING PLAN 2/11/1992 C50 SOUTH PAVING PLAN 2/11/1992 C51 NORTH PAVING PLAN 2/11/1992 C52 PAVEMENT DETAILS 2/11/1992 C100 UTILITIES PLAN 2/11/1992 C101 WATER AND STORM DRAINAGE DETAILS 2/11/1992 C102 FIRE MAIN AND DOMESTIC WATER MAIN PLAN 6/2/1992 S500 WETVAULT PLANS 2/11/1992 S501 WETVAULT DETAILS 2/11/1992 S502 WETVAULT DETAILS 2/11/1992 S503 DIVERSION STRUCTURE DETAILS 2/11/1992 CIVIL PERMIT R-401302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 1 UNAWN UAIL SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY JDM 06 08 18 W4700331 ,q 1 tiN P. THIS DESIGN AND/OR CHECKED SHEET INDEX 0/01/18 T APRON R INFRASTRUCTURE W4700331 ABAM SPT 06�08�18 w� oe WAsyi SPT 06 08 18 SHEET �, � SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10 01 18 ® ���ENGINEER TITLE APRON R INFRASTRUCTURE >- APPROVED BY DEPT. I DATE BEE 06 08 18 � � � 0 1 CHECKED I 31271w� RENTON SITE JOB No. W4700331 COMP N0. ���sIONAL �APPROVED APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-G1 C'7 O i O i w 7 LO 00 0 N cli a) 0 0 c a) s= Y c� E c a) 0 a� n3 cv J CODES AND STANDARDS 1. 2015 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 D1.1, 2015 STRUCTURAL WELDING CODE - STEEL 8. AWS D1.4, 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. DEMOLITION AND SHORING 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 SAWCUTTING 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 STEEL 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 SEPTEMBER 18, 2017, PROJECT No.15-193, ADDENDUM DATED SEPTEMBER 20, 2018, AND COMMENT RESPONSE LETTER DATED NOVEMBER 16, 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. 7. HELICAL ANCHORS SHALL BE SET TO A MINIMUM ULTIMATE BEARING CAPACITY OF 40 KIPS. (ALLOWABLE BORING = 25 KIPS) DESIGN LOADS DEAD LOADS: WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT. RISK CATEGORY II SNOW LOAD SNOW LOAD IMPORTANCE FACTOR, Is 1.0 GROUND SNOW LOAD 20 PSF FLAT -ROOF SNOW LOAD, Pf 25 PSF EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.0 ROOF SNOW LOAD 25 PSF WIND LOADS WIND LOAD IMPORTANCE FACTOR, Iw 1.0 BASIC WIND SPEED (3-SECOND GUST), Vult 110 MPH NOMINAL WIND SPEED, Vasd = Vult* sgrt(0.6) 85 MPH WIND EXPOSURE D INTERNAL PRESSURE COEFFICIENT (ENCLOSED) +/-0.18 SEISMIC LOADS SEISMIC IMPORTANCE FACTOR, le 1.0 SITE CLASS E DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS SHORT PERIOD, Sds 0.87 1 SECOND PERIOD, Sd1 0.87 SEISMIC DESIGN CATEGORY D WAVE LOAD (TEMPORARY SHEET PILE WALL) - DESIGN WAVE HEIGHT 2.55' BUILDING 04-401 BASIC SEISMIC -FORCE -RESISTING SYSTEM A15 -LIGHT FRAMED WALLS W/ WOOD SHEATHING RESPONSE MODIFICATION FACTOR, R 6.5 OVERSTRENGTH FACTOR, WO 3 DEFLECTION AMPLIFICATION FACTOR, Cd 4 SEISMIC RESPONSE COEFFICIENT, Cs 0.134 DESIGN BASE SHEAR 3.4 KIPS ANALYSIS PROCEDURE USED EQUIVALENT LATERAL LOAD METHOD STRUCTURAL CONCRETE 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. 2. DESIGN MIXES SHALL BE PROPORTIONED TO PROVIDE 5,000 PSI COMPRESSIVE STRENGTH (28 DAY) 3. STEEL REINFORCEMENT (DEFORMED BARS) SHALL CONFORM TO ASTM A615, Fy = 60,000 PSI AND SHALL BE EPDXY COATED IN ACCORDANCE WITH WSDOT SPECIFICATIONS SECTION 9-07.3. 4. DOWEL BARS SHALL CONFORM TO WSDOT SPECIFICATIONS 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, UNO: 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). UNO 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 % INCHES. 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 ICC ESR-3187 • SIMPSON SET-XP ADHESIVE ANCHORING SYSTEM PER ICC ESR-2508 • DEWALT 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 ICC ESR 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-METALLIC, 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. STEEL CONSTRUCTION SHALL CONFORM TO AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 341-10 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. 2. BUILDING STEEL SHALL CONFORM TO THE FOLLOWING: ANGLE & CHANNEL (UNO) ASTM A36 Fy = 36 KSI PLATE AND BAR STOCK ASTM A572, GRADE 50 Fy = 50 KSI PIPE ASTM A53, GRADE B Fy = 35 KSI STRUCTURAL TUBE (HSS) ASTM A500, GRADE B Fy = 46 KSI 3. 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. d. HEADED STUD ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF A 108, Fy min = 50 ksi. e. 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 "GALV". d. GALVANIZED STEEL EXPOSED TO STORMWATER SHALL BE PAINTED OR COATED. 9. LOCATIONS OF EMBEDDED ITEMS SHALL BE COORDINATED WITH VENDOR'S SHOP DRAWINGS. 10. 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. 11. 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 D1.1 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 D1.8. 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. 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. 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 INSURE 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. i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 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 100 PSF TYPICAL 125 PSF LIGHT STORAGE VEHICLE OTHER 250 PSF 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 L8k 4- 1 WHFFI I nAD 4k U. Wwj LANE LOAD = 640 PSF 5F'-4" 7.�7-MAXA 7.37-wFR F. 140 TON MOBILE CRANE (NOT ALLOWED ON STORM VAULTS) CRANE TRAVELING - BOOM OVER FRONT C CORNER DESIGN TANDEM 25k 25k 12.5k 12.5k 12.5 12.5k FORKLIFT (LINDE H 180) OPERATING LOAD 66K 7' 2" 79K FRONT AXLE i 26K REAR AXLE NER Ie4n, olo FLOAT CORNER AREA F E I� B �I CORNER f 1 CRANE TRAVELING - WHEEL LOADS WITH BOOM OVER FRONT CRANE DIMENSIONS CRANE TOTAL FRONT AXLE REAR AXLE LOAD A (FT) B (FT) C (FT) D (FT) E (FT) F (FT) 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 (ft) BOOM OVER CORNER (Ibs) TBOOM OVER BACK OR SIDE (EA) (Ibs) 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 f 30° VERTICAL APPLIED AT THE HORN. CIVIL PERMIT R-401304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/2018 i Irstraka 12/20/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE �L G. HSC ESIGNB D/ R JKM CHECKED 06 08 18 GENERAL STRUCTURAL NOTES W4700331 B 11/15/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21 /18 �� of WAs�,,� SPECIFICATION IS APPROVED LEH 06 08 18 SHEET A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 APPROVED BY DEPT. DATE BEMNEER 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED G 3 G03 B REID MIDDLETON COMMENTS W4700331 ABAM MGW 11/15/18 �G RENTON SITE Cp 28710 �s GRAL e� Gw APPROVED JOB No. W4700331 COMP N0. AL APPROVED STRUCTURAL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-G3 WATERWORKS GENERAL NOTES 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 CARBOGUARD 635 CARBOMASTIC 615 - FIELD APPLICATION ONLY DEVOE COATINGS COMPANY: CATHA-COAT 302H DEVRAN 261 QC 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 DFT) TOP COAT - CARBOGUARD 635 (8 - 10 MILS DFT) DEVOE COATINGS COMPANY: PRIME COAT - CATHA-COAT 302H (3 - 4 MILS DFT) TOP COAT - DEVRAN 261 QC (6 - 8 MILS DFT) 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 DFT) TOP COAT - DURA-PLATE 235 (6 - 8 MILS DFT) TNEMEC COMPANY: PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFT) TOP COAT - SERIES N69 HI -BUILD EPDXOLINE II (6 - 8 MILS DFT) WASSER HIGH TECH COATINGS: PRIME COAT - MC -ZINC 100 (3 4 MILS DFT) TOP COAT - MC-FERROX A 100 (6 - 8 MILS DFT) 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 DFT EACH) DEVOE COATINGS COMPANY: TWO COATS - DEVRAN 261 QC (6 - 8 MILS DFT EACH) INTERNATIONAL PAINT COMPANY: TWO COATS - INTERZONE 954 (6 - 8 MILS DFT EACH) SHERWIN-WILLIAMS COMPANY: TWO COATS - DURA-PLATE 235 OR ENVIROLASTIC AR425 (6 - 8 MILS DFT) TNEMEC COMPANY: PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFT) TOP COAT - SERIES N69 HI -BUILD EPDXOLINE II (6 - 8 MILS DFT) WASSER HIGH TECH COATINGS: PRIME COAT - MC-MIOZINC 100 (3 - 5 MILS DFT) INTERMEDIATE COAT - MC -TAR 100 (5 - 7 MILS DFT) TOP COAT - MC -TAR 100 (5 - 7 MILS DFT) UNDERWATER CARBOLINE COMPANY: CARBOGUARD A-788 SPLASH ZONE MASTIC (1/4 INCH MINIMUM) INTERNATIONAL PAINT COMPANY: INTERZONE 101 (1/4 INCH MINIMUM) 1. CAST -IN -PLACE CONCRETE FOR PILE INFILL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. PILING - DRIVING 1. PILING SHALL BE DRIVEN TO THE TIP ELEVATIONS INDICATED ON THE DRAWINGS. 2. DETAILED PILE DRIVING LOGS SHALL BE KEPT BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER OR OWNER. 3. ANY PILE DAMAGED IN THE DRIVING, IMPROPERLY DRIVEN, OR DRIVEN AT THE WRONG LOCATION SHALL BE REMOVED BY THE CONTRACTOR AND ANOTHER PILE SHALL BE DRIVEN IN THIS PLACE AT THE CONTRACTORS EXPENSE. SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 B REID MIDDLETON COMMENTS W4700331 ABAM I MGW 1 11/15/18 3. LATERAL LOADS FOR PERMANENT WALLS AT NE AND CENTER AREAS (ALSO SEE GEOTECHNICAL REPORT FIGURES 4A, 46, AND 4C): x x 0.3(l -x/H) q 313, 100 psf Vehicle Surcharge Strip Load Surcharge (Excluding Aircraft and Forklift) (i.e. Aircraft or Forklift) (Traffic surcharge applied only to above the bottom of excavation) Notes:. 1. A factor of safety of 1.5 has been applied to the recommended passive pressure values. No factor of safety has been applied to the recommended active pressure values. 2. The recommended passive pressure values were reduced by 15 percent assuming a descending ground surface is present in front of sheet pile wall. 3. Water level behind the wall assumed to be 2 feet higher than the lake level as the bulkhead may present a barrier for flow of groundwater. 4. Refer to report text for additional discussions. Strip Load Surcharge = q Bf x 35 62 2' R ' 105 18 17 t320 3110 70D21�,+1� �l Apron Surface Sheet Pile Wall (see note #3) 3ft H, Rock Fill (Proposed) Lake Level Dz Mudline Rock Fill (Proposed) D, Soft to very soft organic SILT- ^loft 180 �f Medium dense SAND Active Pressure Passive Pressure (including factor of safety 1.5) Lateral Earth Pressure LEGEND H Total Wall Height (ft) Fill Exposed Wall Height (ft) ---- , Equivalent Fluid Weight (pcf) H - 70D, .- Lateral Pressures (psf) Sheet Pile Wall Section H 4. LATERAL LOADS FOR COFFERDAMS AND UTILITY TRENCH BOXES (ALSO SEE GEOTECHNICAL COMMENT RESPONSE LETTER FIGURES 1, 2, AND 3): Strip Load Surcharge = q B, " - x 35 x x 3ft F_ 0.3(1 - x/H) q 62A _V 100 psf 3Br ir 20 ,F Vehicle Surcharge Strip Load Surcharge Hydrostatic Pressure (Excluding Aircraft and Forklift (i.e. Aircraft or Forklift) or heavy constuction equipment such as cranes. etc.) Wall Face Apron Surface S eat Pile Wall 3ft Med. dense Sand Y (Top 2 feet ignored due to potential soil disturbance) i Bottom of Excavation 7 _ 0 Bot. of Ex. Soft to very soft 10 Y t organic SILT 6�' 180 MedIand stilt SANDSILT Active Pressure Passive Pressure (including factor of safety 1.5) Lateral Earth Pressure (Traffic surcharge applied only LEGEND to above the bottom of excavation) H Total Sheetpile Depth (ft) Notes:. DESIGN LATERAL PRESSURES 1. A factor of safety of 1.5 has been applied to the recommended passive pressure values. T ��® Apron R Improvements CANTILEVERED I SINGLE BRACED SHEET PILE WALL No factor of safety has been applied to the recommended active pressure values. Not To Scale 1�QLy�L y pp Boeing Renton STATIC CONDITION r w c o w v o x w.• o Renton, Washington BYPASS LOCATION Project No. 15-193 Figure No. 4 A Strip Load Surcharge = q Bf x 35 X X 62 V 2' � I' 1p5 18 0.3(1 - x/H) q ' 40 3Bf '� 70Dz 110 100 psf 2� Vehicle Surcharge Strip Load Surcharge (Excluding Aircraft and Forklift) (i.e. Aircraft or Forklift) (Traffic surcharge applied only to above the bottom of excavation) Notes:. 1. A factor of safety of 1.0 has been applied to the recommended passive pressure values. No factor of safety has been applied to the recommended active pressure values. 2. The recommended passive pressure values were reduced by 15 percent assuming a descending ground surface is present in front of sheet pile wall. 3. Water level behind the wall assumed to be 2 feet higher than the lake level as the bulkhead may present a barrier for flow of groundwater. 4. Refer to report text for additional discussions. r Seismic Surcharge Vehicle Surcharge Strip Load Surcharge (For Permanent Wall Only) (Excluding Aircraft and Forklift) (i.e. Aircraft or Forklift) (Seismic and traffic surcharge applied only to above the bottom of excavation) Notes:. 1. A factor of safety of 1.0 has been applied to the recommended passive pressure values. No factor of safety has been applied to the recommended active pressure values. 2. The recommended passive pressure values were reduced by 15 percent assuming a descending ground surface is present in front of sheet pile wall. 3. Water level behind the wall assumed to be 2 feet higher than the lake level as the bulkhead may present a barrier for flow of groundwater. 4. Refer to report text for additional discussions. 350 5 , Apron Surface Sheet Pile Wall (see note #3) 3 ft / \ 0 Lake Level H, Rock Fill (Proposed) Dz Muudline Rock Fill (Proposed) D, Soft to very soft organic SILT - loft _ - - - - - - - 60 Medium dense SAND Active Pressure Passive Pressure (including factor of safety 1.0) Lateral Earth Pressure LEGEND H Total Wall Height (ft) H1 Exposed Wall Height (ft) -------- Equivalent Fluid Weight (pcf) 70D, Lateral Pressures (psf) Not To Scale Strip Load Surcharge = q Bf x 16 Sheet Pile Wall Section H I Y Exposed Wall Height (ft) 35 Equivalent Fluid Weight (pcf) , . Lateral Pressures (psf) 70D, -20ft v Subsurface conditions based on CPT-01 and CPT-05 Sheet Pile Wall Section 1 Not To Scale DESIGN LATERAL PRESSURES T ��® Apron R Improvements CANTILEVERED SHEET PILE WALL 1JA�Ir�L Boeing Renton LOCATION NEAR CPT-01 AND CPT-05 • • • • • o • • * • • Renton, Washington Project No. 15-193 Fg're No. 1 Strip Load Wall Face Surcharge = q / 1-4 B ►*- MEEHEM 35 3ft ,� 3ft 0.3(1 - x/H) q 62A 0 Med. dense Sand Y (Top 2 feet ignored due to ® potential soil disturbance) - - - - - - - - Bottom of Excavation 100 psf 3Bf 4 Bot. of Ex �, Soft to very soft _10ft 800 psf organic SILT 20 180 Medium dense to stiff, SAND and SILT -25ft Pile Wall Active Pressure Passive Pressure Subsurface conditions (including factor of safety 1.5) based on CPT-02 Vehicle Surcharge Strip Load Surcharge (Excludina Aircraft and Forklift (i.e. Aircraft or Forklift) Hydrostatic Pressure Lateral Earth Pressure Sheet Pile Wall Section or heavy constuction equipment such as cranes. etc.) LEGEND (Traffic surcharge applied only to above the bottom of excavation) Notes:. DESIGN LATERAL PRESSURES 1. A factor of safety of 1.5 has been applied to the recommended passive pressure values. T ^�® Apron R Improvements CANTILEVERED I SINGLE BRACED SHEET PILE WALL No factor of safety has been applied to the recommended active pressure values. 1��y�Lf�J' Boeing Renton LIQUEFIED CONDITION • • • • • _ a • * • • Renton, Washington BYPASS LOCATION Project No. 15-193 Figure No. 4-C Apron Surface eet Pile Wall (see note #3) 3 ft 0 H, Rock Fill (Proposed) Lake Level Dz Mudline Rock Fill (Proposed) D, Soft to very soft organic SILT -loft 200 Medium dense SAND Active Pressure Passive Pressure (including factor of safety 1.0) Lateral Earth Pressure _EGEND H Total Wall Height (ft) H1 Exposed Wall Height (ft) \ 35, Equivalent Fluid Weight (pcf) ---- )► Lateral Pressures (psf) 70D,' Not To Scale Sheet Pile Wall Section H 1 Not To Scale H Total Sheetpile Depth (ft) Y Exposed Wall Height (ft) 35 Equivalent Fluid Weight (pcf) . Lateral Pressures (psf) 70D, H T�j Apron R Improvements DESIGN LATERAL PRESSURES 1 GLnGE® Boeing Renton CANTILEVERED SHEET PILE WALL LOCATION NEAR CPT-02 • • • • • o • • * • • Renton, Washington Project No. 15-193 Fgure No. 2 Strip Load Surcharge = q Wall Face Br x / 1 x �x x/H 62.4 im 100 psf 3Bf Vehicle Surcharge Strip Load Surcharge (Excluding Aircraft and Forklift (i.e. Aircraft or Forklift) Hydrostatic Pressure or heavy constuction equupment such as cranes. etc.) (Traffic surcharge applied only to above the bottom of excavation Notes:. DESIGN LATERAL PRESSURES 1. A factor of safety of 1.5 has been applied to the recommended passive pressure values. T ��® Apron R Improvements CANTILEVERED I SINGLE BRACED SHEET PILE WALL No factor of safety has been applied to the recommended active pressure values. 1�GLLy�L Boeing Renton SEISMIC CONDITION r • • • • • _ a • * • • Renton, Washington BYPASS LOCATION Project No. 15-193 Figure No. 4B REVISION BY APPROVED DATE BOE//V� *'J'BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 08 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/08/18 Apron Surface 35 - Sheet Pile Wall / ft 3, aft 7 Med. dense Y (Top 2 feet ignored due to Sand potential soil disturbance) Bottom of Excavation -------- Bot. of Ex. p Medium dense to stiff, 15-Y H SAND and SILT 40 (1800-120Y) Soft to very soft - organic SILT -loft �---(2600 -120Y) ,eo �f Medium dense to stiff, -20ft SAND and SILT Active Pressure Passive Pressure Subsurface conditions (including factor of safety 1.5) based on CPT-04 and CPT-06 Lateral Earth Pressure Sheet Pile Wall Section LEGEND H Total Sheetpile Depth (ft) Y Exposed Wall Height (ft) � Equivalent Fluid Weight (pcf) n --- * j Lateral Pressures (psf) 70D, Not To Scale T�j Apron R Improvements DESIGN LATERAL PRESSURES 1 GLnGE® Boeing Renton CANTILEVERED SHEET PILE WALL LOCATION NEAR CPT-04 AND CPT-06 • • • • • • • • * • • Renton, Washington Project No. 15 144 Figure No. CIVIL PERMIT GENERAL WATERWORKS NOTES APRON R INFRASTRUCTURE RENTON SITE STRUCTURAL MASTER SITE R-401305 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING FSURFPCE WATER UTILITY afowler 12/20/201801 ka 12/20/2018 W4700331 J' ""' /� D 11 / 15/ 18 SHEET G4 G04 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-G4 cy) O O i W 75 Q 0 00 N L 0 z E 0 c 0 ca J STATEMENT OF STRUCTURAL SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL CONFORM TO IBC CHAPTER 17 AND SHALL BE PERFORMED BY AN INSPECTION AND TESTING AGENCY MEETING THE REQUIREMENTS OF IBC CHAPTER 17 AND UNLESS NOTED OTHERWISE, SHALL INCLUDE: A. BOLTS AND ANCHORS B. STRUCTURAL WELDING C. PILE DRIVING D. STRUCTURAL FILL E. CONCRETE CONSTRUCTION F. HELICAL PILE FOUNDATIONS 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. SPECIAL INSPECTION FOR SEISMIC RESISTANCE 1. SPECIAL INSPECTION FOR SEISMIC RESISTANCE OF THE ANCHORAGE FOR THE CREW SHELTER 04-401 IS REQUIRED PER IBC SECTION 1705.12. CONTRACTOR SHALL NOTIFY BOEING CONSTRUCTION MANAGER TWO WEEKS IN ADVANCE WHEN WORK IS EXPECTED TO PROCEED. SPECIAL INSPECTION FOR HELICAL PILE FOUNDATIONS 1. SPECIAL INSPECTION FOR THE CONSTRUCTION OF HELICAL PILE FOUNDATIONS IS REQUIRED PER IBC SECTION 1705.9. A CONTINUOUS INSPECTION IS REQUIRED. CONTRACTOR SHALL NOTIFY BOEING CONSTRUCTION MANAGER TWO WEEKS IN ADVANCE WHEN WORK IS EXPECTED TO PROCEED. IBC TABLE 1705.3 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. 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 SYM I REVISION BY I APPROVED I DATE I SYM APRON R INFRASTRUCTURE W4700331 ABAM I MGW 06/21/18 A I CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 REVISION BY I APPROVED I DATE 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. TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TYPE CONTINUOUS PERIODIC REMARKS 1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS X _ COMPLY WITH THE REQUIREMENTS 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND X _ CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. 3. INSPECT DRIVING OPERATIONS AND MAINTAIN X _ COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, X - CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL - - SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.2. 6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED - - ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. 7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL - - INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. PAL G. IV ""A®S//V" a rO✓j l'�p 28710 �s1CNALG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE JKM LEH BEM 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 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 (WPS) 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. - INSPECTION TASKS DURING WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. USE OF QUALIFIED WELDERS 0 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. WPS 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 REMARKS 1. WELDS CLEANED 0 0 2. SIZE, LENGTH AND LOCATION OF WELDS P 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 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. CIVIL PERMIT, SPECIAL INSPECTION SCHEDULES r_3,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE R-401306 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 I\LVIJIVIV JIIVIUVL /, W4700331H\ SURFACE WATER UTILITY rstraka 12/20/2018 10/01/18 G5 G05. JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-G5 00 O C'7 co O O co T i U H H H N i T L0 �O 'O O STRUCTURAL MASTER SITE C'7 V_ O O 0 W 75 Q 00 0 N L 0 z E 0 c 0 ca J UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. 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 LIABILITY 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 LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE 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. 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 ITEM USCE/AUSTIN NGVD 29 LAKE WASHINGTON HIGH WATER (MAY 1ST) 21.85 15.03 LAKE WASHINGTON LOW WATER (FEB 15TH) 20.35 13.53 LAKE WASHINGTON MAX. WATER BY LAW 22.00 15.18 AUSTIN DATUM (DEFENSE PLANT 1942) 0.00 —6.82 CORPS OF ENGINEERS LK. WASH. DATUM 0.00 —6.82 6.82 0.00 BLDG 4-20 FLOOR ELEVATION 27.00 20.18 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 : DHA 501 SCRIBED "X" N 184238.715 E 1300109.968 EL 19.51 DHA 503 SCRIBED "X" N 184323.742 E 1300591.873 EL 21.37 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 K EY „P LA N SCALE: 1 = 150 I v 300 0 150 300 1 " = 300' scale feet SYM I REVISION I BY I APPROVED I DATE P. Tt of WA g I ' f BOE//V" �P �1 x 31271 w� ��ssioNaL 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 )AI L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL PERMIT, ►00=1�01� r_3, 0l1■son IIIato=�1:11111011111to] ION I RENTON SITE R-401307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 I\LVIJIVIV JIIVIUVL /, W4700331H\ SURFACE WATER UTILITY rstraka 12/20/2018 10/01/18 G6 G06 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—G6 CIVIL MASTER SITE CM O i O i w 75 Q 00 0 N L 0 z E 0 c .E 0 ca J 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 1 " = 80' 80 0 80 160 scale feet P. Tt of WAgh7 ' f x 31271 w� ��ssioNaL ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. DATE BEE 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 G02-GO4 FOR GENERAL NOTES. 4. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 5. SEE SHEET G09 FOR OVERALL SITE PLAN. 6. SEE SHEET G10 FOR OVERALL UTILITY SITE PLAN. 7. SEE EXISTING CONDITIONS PLANS. CONSTRUCTION NOTES EXISTING OUTFALL AND BOEING REFERENCE NUMBER EXISTING OVERWATER PILE SUPPORTED STRUCTURE TO BE REMOVED EXISTING UPLAND PILE SUPPORTED STRUCTURE TO BE REMOVED 4� EXISTING BULKHEAD TO BE REMOVED 5� EXISTING BOAT RAMP TO BE REMOVED EXISTING TREE TO BE REMOVED 7� EXISTING AIRPLANE TOWPATH 8� EXISTING UTILITY HARDSTAND EXISTING UTILIDOR TO BE REMOVED 10 EXISTING FLUME SHEET PILE WALL TO REMAIN 11 EXISTING PRIVATE BOAT DOCK TO REMAIN EXISTING STRUCTURAL SHEET PILE WALL 12 TO REMAIN 13 EXISTING VEHICULAR DRIVE LANE 14 EXISTING PAVED AREA WITH PONDING R-401308 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerAIiAM DEVELOPMENT ENGINEERING [:�RFACEVVATER UTILITY 01 33301 9th Avenue South, Suite 300afowler 12/20/2018 traka 12/20/2018 Federal Way, Washington 98003-2600 CIVIL PERMIT (206) 431-2300 Fax:(206) 431-2250 )AI L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE OVERALL SITE PLAN - EXISTING r_3,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE I\LVIJIVIV JIIVIUVL /, W4700331H\ 10/01/18 G7 G07 JOB NO. COMP NO. W4700331 DWG NO. RENTON, WA 4—APRON—R—G7 CIVIL MASTER SITE O O 0 LU 75 Q 00 N L 0 z E 0 1= .E 0 ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 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 it 1 it 160 P. of WAsh� �f x 31271 w� ��ssioNSTaL ��`�'� 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 CIVIL PERMIT )AI L SUBTITLE 06/08/18 OVERALL EXISTING PAVEMENT THICKNESS PLAN 06/08/18 06/08/18 TITLE APRON R INFRASTRUCTURE RENTON SITE I F(_FNIF) + + 12-INCH REINFORCED CEMENT + + + CONCRETE PAVEMENT 10-INCH REINFORCED CEMENT CONCRETE PAVEMENT 9-INCH REINFORCED CEMENT CONCRETE PAVEMENT } 6 TO 8-INCH REINFORCED CEMENT ' ' CONCRETE PAVEMENT 4 to 6—INCH ASPHALT PAVEMENT ASPHALT OVERLAY AND UNDERLYING 6 TO 10—INCH REINFORCED CEMENT CONCRETE PAVEMENT 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 G02—GO4 FOR GENERAL NOTES. 4. SEE SHEET G09 FOR OVERALL SITE PLAN. 5. SEE SHEET G10 FOR OVERALL UTILITY SITE PLAN. R-401309 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/201801 rstraka 12/20/2018 JOB NO. W4700331 J" "' n ""' ` 10/01 / 18 G8 G08. COMP N0. W4700331 4—APRON—R—G8 CIVIL MASTER SITE RENTON, WA DWG N0. — _---- WINGTIP OFFSET / —__-- / 7 0 •*(A// ,I'��✓ / WINGTIP CLEARANCE \\ -- - 4 _ --- LIAR\�--�'`,/'' ° l l�l I/ 8 / -�\� LAKE WASHNGTON \ SUMMER o EL 15.18 (NGVD29) I` \ '� 0'N;"�%"��/ 0 0 - PROPOSED OHWM � 0 19 \ \� WINTER EL 13.18 (NGVD29) ) I I /,�jj% 10 8 /\ \ 1 EXISTING PAVEMENT I I TO BE REMOVED � lII�I TOWPATH III III \\\\� �``\ �.`7� �-�j�///////�� j� ,\\� \ \ ~`j •" � � / / / / \ JQ -15 LE 6 BOAT HOUSE )) \\ ,,�,r''-�'--� ` 15 //�,.— /��a r. — l o/��(�� \'- - -- a" \� -10 �- �� �` ' 5 / BUILDING 4-81 �� --.� /� •r . ,� 0 " I \ I FFE = 19.5 % 1 �' ` yr • 1 t` 3'>,`� 1 �r`` '} "�.t f o PROPOSED OHWM \. w. ,00 O \ 1 Go 5-1 / � �L °O ° oo�.- �-��• �; b� •� .�t,.e;• ' o oo°°°��Ooq e°op 7 j ° J_ t O Op0 O O i pa. Q° O O O II O OO 'J •� O OCY"v �O Oo \gyp {+}'+ O °p0 000 °0000 O Od°��p �O�O�° ° O�'6°O O h I \ ° O °°ono° g o ° cPPo�p °�-°o0 0 0� \ / s°o oo'G�o�o�p WINGTIP OFFSET \ 19 WINGTIP CLEARANCE I _ 18 TOWPATH 1t, 9 o°O � 1 \ 0 \ WINGTIP OFFSET BUILDING \ WINGTIP CLEARANCE i 4-41 FFE = 19.5 \ \ / CALL 48 HOURS BEFORE YOU DIG 1— 800— 424— 5555 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS 1/ / a YA 19 BY APPROVED DATE SYM W4700331 ABAM SPT 06/08/18 W4700331 ABAM SPT 10/01/18 A97—\� 1.1 REVISION 19 200' SHORELINE SETBACK 19 VEHICLE ROUTE BUILDING 4-20 FFE = 19.5 BY I APPROVED DATE A 200' SHORELINE SETBACK \ \ 19 19 BUILDING 4-82 FFE = 19.5 9 rn 19 VEHICLE ROUTE © o o= 10 o, ® / 1� o o or ° `o ra a 'b °o o 0 LID Q • ° L O 1 " = 80' 80 0 80 160 i BergerABAM scale feet 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06 08 18 P. ? THIS DESIGN AND/OR CHECKED WA3xfC�� SPECIFICATION IS APPROVED SPT 06 08 18 BOr ENGINEER TITLE y APPROVED BY DEPT. DATE BEE 06 08 18 CHECKED O 31211 9 `{.o FcrsTeati cs APPROVED CIVIL MASTER BUILDING 4-83 i LEGEND NEW CONCRETE PAVEMENT INVASIVE SPECIES REMOVAL RIPARIAN PLANTING ZONE 0uuuu 0000000000000 AQUATIC HABITAT ENHANCEMENT 0 0 0 0 0 0 0 \ REPLANTING AREA 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 nx 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 G MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT C EXPOSURE OF THE GALVANIZED/ZINC MATERIALS C PRIOR TO INSTALLATION OR COMPLETION OF ° CONSTRUCTION. 3. SEE SHEETS G02-GO4 FOR GENERAL NOTES. 4. SEE SHEET G07 FOR EXISTING SITE PLAN. / 5. SEE SHEET G10 FOR OVERALL UTILITY SITE PLAN. 6. SEE PHASING PLANS FOR CONSTRUCTION PHASING KEY PLANS AND DETAILS. 7. SEE STRUCTURAL PLANS FOR STRUCTURAL DEMOLITION AND STRUCTURAL PLANS AND DETAILS. a 8. SEE PAVEMENT AND GRADING PLANS FOR PAVING AND GRADING PLANS AND DETAILS. 9. SEE LANDSCAPE PLANS FOR INVASIVE SPECIES REMOVAL, PLANTING, AND TREE REMOVAL AND REPLACEMENT PLANS AND DETAILS. ° ol CONSTRUCTION NOTES RELOCATED CREW SHELTER •� 22 PROPOSED STRUCTURAL WALL R� D:� PROPOSED FISH HABITAT AND RIPARIAN PLANTING ZONE 4� PROPOSED BARGE ACCESS AREA 5� INVASIVE PLANT SPECIES REMOVAL AREA 66 PROPOSED THICKENED SLAB EDGE 7� EXISTING FLUME WALL TO REMAIN 88 TREE TO BE REMOVED REPLACEMENT TREE 10 REPLANTING LIMITS FOR REPLACEMENT TREES 11 GORE STRIPING CIVIL PERMIT OVERALL SITE PLAN APRON R INFRASTRUCTURE RENTON SITE SITE R-401310 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING FSURFPCE WATER UTILITY afowler 12/20/2018 ka 12/20/2018 '� I �V1\\LIvW4700331 JIuvL A v^IL 10/01/18 SHEET G9 G09. JOB N0. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—G9 TENSION WIRE 8'-0" MAX END, GATE, OR 12" TYP. CORNER POST n i� n N a a a d Q < 4 Q 4 d d 4 a MID RAIL TYPICAL < _ c� <1XL U N ------ t x a d � 4 d 4d cV d 4d Q Q d' 4 Q d d 4 POST AND RAIL SPECIFICATIONS PIPE ROLL FORMED MEMBER NOM. SIZE SECTION WEIGHT (SCH. 40) (Ib/ft) END, CORNER, OR PULL POST 2 2" DIAM. OA 5.10 LINE OR BRACE POST 2" DIAM. OB 2.40 BRACE OR TOP RAIL 1 4" DIAM. OC 1.35 GATE POST 32" DIAM. FABF 2 SI 3 Y" 2 OA WHITE REFLECTIVE TAPE TYP. KLED SELVAGE d a a d ° d 4 Q 4 1 8 FENCE LINE B nnrT ( 2) C500—SE TOP RAIL TYPICAL CHAIN LINK FENCE FABRIC ° a 4 d Q 4 p •p d d d'p d. d 4 Q 4 d 4 a 1 Y" 4 L If Q UCTURAL WALL 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. 4' PEDESTRIAN GUARDRAIL WITH TOP AND MID RAIL C500-2T SCALE: NTS C500-2W C500-2V 7A NOTES: 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 BOEING. 24" CAST IRON CAP WITH a d RUBBER GASKET d ' d 4 4 4• g °d ' d C50��E ° N 4 d ° CONCRETE �3� MONITOR WELL INSTALLATION PLAN C82 SCALE: NTS 6» EDGE OF (E) C —1d A*d� \ CAPA I v APRON R FINISHED GRADE CONCRETE WALL 1 1 4" TYP + + �a_ TYP ��' 3/8 W/(4) 1/2"0 F1554, GR 36 3/16 THREADED ROD WITH 4" EFFECTIVE EMBEDMENT DEPTH, USING SIMPSON AT-XP EPDXY ADHESIVE, TYP. SET BASE PLATE OVER 1/2" NON -SHRINK LEVELING GROUT, TYP. SECTION C500-5E SCALE: 3" = 1'-0" CAI ANI 'E c ,U LT STEEL PIVOTI RUBBER GASKET LOCKABLE WATERPROOF CAP IUT ASSEMBLY FOR PADLOCK P PLATE PVC WELL CASING (M MONITOR WELL INSTALLATION SECTION C500-5E SCALE: NTS TYPICAL PEDESTRIAN GUARDRAIL POST R-401400 C50�-5E SCALE: NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, suite 300 CIVIL PERMIT] Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 MISCELLANEOUS DETAILS - SHEET 5 W4700331 A 12/14/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12 14 18 ® ����� ENGINEER TITLE APRON R INFRASTRUCTURE CHECKED / / � >- APPROVED BY DEPT. DATE J LC 06 08 18 C500-5E C84 &001RENTON SITE PO 31271 R�o ww JOB NO. COMP NO. AL �� clsTsa� � APPROVED ss�oN��� W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-5E NORTHEAST SECTION (SEE SHEET S500-13 THROUGH 14� SEE SHEET C / \ S508-13 1. REMOVE ASPHALT ALONG BULKHEAD/FLUME STRUCTURE. /�� 2. INSTALL STORM DRAINAGE AND PIPE MANHOLE BEHIND THE EXISTING S500-14 FLUME WALL. 3. INSTALL TEMPORARY COFFERDAM FOR THE DRAINAGE OUTFALL AS NECESSARY 4. INSTALL THE NEW DRAINAGE OUTFALL AND SEAL THE EXISTING OUTFALL. 5.REMOVE THE TEMPORARY COFFERDAM 6. REPAIR TIEBACKS, CONCRETE SLAB AND DEADMAN. 7. CONSTRUCT RETAINING WALL AND PAVEMENT. 8.INSTALL CATHODIC PROTECTION SYSTEM. / CENTRAL SECTION (SEE SHEET S500-07 THROUGH 12) 1. THE CENTRAL RAMP AND UNDERLYING CONCRETE CAPS WILL NEED TO BE REMOVED PRIOR TO INSTALLING THE TEMPORARY SHEET PILE WALL. THIS WILL REQUIRE THE REMOVAL OF SOME TIMBER / PILES. 2. A TEMPORARY SHEET PILE WALL WILL BE USED IN THIS SECTION TO SEPARATE THE LAKE FROM THE CONSTRUCTION AREA. ONCE SEALED OFF FROM THE POTENTIAL OF MIGRATING SALMONOIDS, THE SEALED AREA ON THE UPLAND SIDE OF THE WALL CAN BE TREATED AS UPLAND WORK RATHER THAN > _ \� IN WATER WORK IN TERMS OF PERMIT COMPLIANCE. NOTE THAT THIS WILL LIKELY OCCUR AT THE Iw SAME TIME THE TEMPORARY SHEET PILE WALL IS CONSTRUCTED DURING THE NORTHWEST OPERATIONS NORTHWEST SECTION (SEE SHEET S500-02 THROUGH 06) LISTED ABOVE. / _ ee le \ \ 3. IN ORDER TO MAINTAIN BOEING MANUFACTURING OPERATIONS, SEVERAL STAGES OF CONSTRUCTION ARE \ 1. A TEMPORARY SHEET PILE WALL WILL BE USED IN THIS SECTION TO SEPARATE THE LAKE FROM THE ENVISIONED. CONSTRUCTION AREA. ONCE SEALED OFF FROM THE POTENTIAL OF MIGRATING SALMONOIDS, THE 4. STAGE 1 AND 2 CONSTRUCTION: SEALED AREA ON THE UPLAND SIDE OF THE WALL CAN BE TREATED AS UPLAND WORK RATHER THAN a. THE EXISTING CONCRETE PAVING IS TO BE SAW CUT AND REMOVED TO EXPOSE CONCRETE AND \ ,� IN WATER WORK IN TERMS OF PERMIT COMPLIANCE. THE CONTRACTOR MAY BE REQUIRED TO ENSURE TIMBER WHARF (RAMP) CONSTRUCTION BELOW. // \ NO FISH ARE TRAPPED BEHIND THE TEMPORARY SHEET PILE BEFORE THAT AREA CAN BE DEWATERED b. SELECTIVE DEMOLITION OF CAP AND BULKHEAD MEMBERS IS TO BE MADE. OR CONSTRUCTION OPERATIONS MAY BEGIN. / �� 2. IN ORDER TO MAINTAIN BOEING MANUFACTURING OPERATIONS, SEVERAL STAGES OF CONSTRUCTION ARE c. TIMBER PILES ARE TO BE DRIVEN DEEPER INTO GRADE, BELOW THE MLLW LAKE LEVEL IN ALL rCASES AND DEEPER IN SELECT AREAS. ENVISIONED. d. THE REINFORCED SUBGRADE, REVETMENT ALONG THE SHORELINE AND THE PAVEMENT IN THIS 3. STAGE 1 AND 2 CONSTRUCTION: ZONE ARE CONSTRUCTED. a. THE EXISTING CONCRETE PAVING IS TO BE SAW CUT AND REMOVED TO EXPOSE CONCRETE AND e. THE TEMPORARY SHEETPILE WALL IS CUT OFF BELOW REVETMENT GRADE. y TIMBER WHARF CONSTRUCTION BELOW. 5. STAGE 3 CONSTRUCTION: / J / `' / p ° Co O b. SELECTIVE DEMOLITION OF CAP AND BULKHEAD MEMBERS IS TO BE MADE. a. UPLAND FROM THE BULKHEAD, THE EXISTING CONCRETE PAVING IS TO BE SAW CUT AND c. EDGE MEMBERS OF THE WHARF FRAMING ARE TO BE BRACED. REMOVED TO EXPOSE CONCRETE AND TIMBER WHARF (RAMP) CONSTRUCTION BELOW. / BUILDING 4-82 d. TEMPORARY TRAFFIC BARRIERS ALONG THE EDGE OF EXCAVATION ARE TO BE INSTALLED AND S / b. SELECTIVE DEMOLITION OF CAP MEMBERS IS TO BE MADE. o MAINTAINED. c. TIMBER PILES ARE TO BE DRIVEN DEEPER INTO GRADE, BELOW THE MLLW LAKE LEVEL IN ALL `' ® \ e. TIMBER PILES ARE TO BE DRIVEN DEEPER INTO GRADE, BELOW THE MLLW LAKE LEVEL IN ALL / ® % °1 CASES AND DEEPER IN SELECT AREAS. CASES AND DEEPER IN SELECT AREAS.d. THE REINFORCED SUBGRADE, REVETMENT ALONG THE SHORELINE AND THE PAVEMENT IN THIS ® m f. THE GEOSYNTHETIC RETAINING WALL, REVETMENT ALONG THE SHORELINE AND THE TEMPORARY ZONE ARE CONSTRUCTED. i � / ® ® � 1' AND/OR PERMANENT PAVEMENT ALONG THE APRON IS CONSTRUCTED. g. THE TEMPORARY SHEET PILE WALL WILL BE CUT OFF 2—FEET BELOW THE PROPOSED REVETMENT GRADE. SEE SHEET h. THIS AREA OF PAVEMENT BECOMES THE AIRPLANE TOW PATH WHILE THE STAGE 3 AREA IS S500-07 CONSTRUCTED. 4. STAGE 3 CONSTRUCTION: S500-08 a. THE EXISTING CONCRETE PAVING IS TO BE SAW CUT AND REMOVED TO EXPOSE CONCRETE AND S500-09 TIMBER WHARF CONSTRUCTION BELOW. SELECTIVE DEMOLITION OF CAP AND BULKHEAD MEMBERS S500-10 % m IS TO BE MADE. S500-11 b. TIMBER PILES ARE TO BE DRIVEN DEEPER INTO GRADE, BELOW THE MLLW LAKE LEVEL IN ALL S500-12 / CASES AND DEEPER IN SELECT AREAS. c. THEREIFORCED SUBGRADE,ANDTHE PAVEMENT IN THIS ZONE ARE CONSTRUCTED. _ _ p `` •' ��� s\ € ° A Ut SEE SHEET S500-02 O e'er S500-03 'p 000 o BUILDING 4-81 S500-04 ` co S500-05 1 S500-06 V a ` ww 1 \ \ CO 1 rimer ' mun i / ' fll uv i 10 o \ \ "• a _ \ ty \ \ I • ° H12 / m ° \ o \ BUILDING 4-41 / ° \ �' =�� \ \ } � /� / •mom � � o j �i no qa 6 U o0 0 / BUILDING 4-20 a A i s w•° n`� m, a a 00 • 1 „� y wr mmm ° ° � ae a w � i 3 / / O�c ► C , P • d V ' � � p00 Kd \ a g � 0� 5 4• _ �� � m..maml ma. ° • m 80 0 80 160 1 = 80 N scale feet R-401401 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER IN COMPLIANCE WITH CITY OF RENTON STANDARDS A SEPARATE BUILDING PERMIT y� \ ` Iv Bergeri BAM 0.11T 1�,•� \ -� 3Federal Way, Washington 98003-2600 CIVIL PERMI 3301 9th Avenue South, Suite 300 ° (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �L G. THIS DESIGN AND/OR CHECKED JDM 06 08 18 STRUCTURAL SITE PLAN - NARRATIVE W4700331 A 12/14/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21 /18 ��' e WAs�, SPT 06 21 18 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE ""A SA W" APPROVED BY DEPT. DATE MGW 06 21 18 S500 01 S01 � CHECKED �2AL �~ w RENTON SITE � s ORAL e� � w APPROVED JOB N0. W4700331 COMP N0. A L APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—S500-01 Cy') i i LU 75 o_ N 00 0 N u; 0 z 0 0 ca J TEMPORARY TOW PATH PLANE ENGINE CLEARANCE STAGE 1 & 2 MINIMUM CONSTRUCTION DEMOLITION PTS POINT NO. NORTHING EASTING 01 185678.79' 1299194.37' O2 185692.81' 1299206.75' O3 185694.96' 1299215.44' O4 185621.73' 1299340.95' O5 185582.79' 1299351.10' O6 185575.60 1299323.19 07 185519.49 1299337.87 O8 185516.75' 1299327.61' O9 185541.03' 1299321.49' 10 185538.37' 1299310.94' 1 1 185564.17' 1299304.44' 12 185561.65' 1299294.46' 13 185581.71' 1299289.38' 14 185579.27' 1299279.50' 15 185598.14' 1299274.74' 1 6 185595.58' 1299264.34' 17 185616.47' 1299258.80' 18 185611.66' 1299239.73' 19 185631.34' 1299234.55' 20 185624.53' 1299208.64' NOTE: LOCATIONS ANNOTATED ABOVE ARE TO CORNERS OF DEMOLITION. i BeraerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM APPROVED I DATE MGW 06/21/18 0 SYM TEMPORARY TOW PATH PLANE WING CLEARANCE TEMPORARY TOW PATH CENTERLINE REVISION D � 0-03 STAGE II 4-41 BUILDING Was S500-03 STAGE 1 ID S500-03 STAGE 1+, , Co 3 S500-03 STAGE 1 D TEMPORARY STEEL SHEET PILE \ WALL, SET 5-0" MAX, 1'-0" MIN WATERWARD EDGE OF PAVING `D 3 \ ` 19 ` TYP 4 18 \V17- \ \ 4 , 16 , 15 , 14 , huml APS TO REMAIN, TYP PILE TO REMAIN, TYP BY I APPROVED I DATE m TEMPORARY TOW PATH PLANE ENGINE LIMITS - 13� LD Z' TEMPORARY TOW PATH CENTERLINE LAKE WASHINGTON TYP TYP DEMO LIMITS AT STAGE 1 DEMO LIMITS AT STAGE 2 I r-/\rKIF\ DEMOLITION LIMITS OF PILE CAPS, TIMBER PILES, AND SCISSOR TRUSS EXIST TIMBER PILE EXIST CONCRETE BUILKHEAD F--1 I I EXIST CONCRETE PILE CAP L-_-1 TEMPORARY SHEET PILE WALL TRAFFIC BARRIER OCONSTRUCTION POINTS GENERAL NOTES 1. REMOVE CONCRETE PILE CAPS. 2. SEE CIVIL SHEET C500-2J FOR PILE DRIVING ELEVATIONS. 3. CONTRACTOR TO DETERMINE IF SCISSOR TRUSS TO REMAIN SHALL BE SHORED BEFORE DEMOLITION ACTIVITIES. PER GENERAL CONSTRUCTION NOTES, SHEET G04. 4. FOR ADDITIONAL DEMO INFO, SEE S500-08. SHORE EXIST SCISSOR TRUSS TO REMAIN - SEE SHEET S500-05. SECTION A CONSTRUCTION NOTES *04 REMOVE EXISTING CONCRETE PILE CAP. DRIVE EXISTING TIMBER PILES. PER GENERAL NOTE #2 EXISTING SCISSOR TRUSS TO BE REMOVED IN DEMO AREA. Cop® LIMITS OF DEMOLITION. REMOVE EXISTING BULKHEAD. PROVIDE TEMPORARY TRAFFIC BARRIERS AROUND PERIMETER OF WORK AREA. ]� REMOVE EXISTING CONCRETE PAVEMENT. ® REMOVE EXISTING CONCRETE. 5 VA PLAN - STAGES 1 & 2 NW AREA OF WORK SCALE: 15 0 15 30 mmmmml scale feet INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. t� ASFj! BOE//V� a � w ✓j l'�1, 28710 GRAi f.�4 �s1�NALG �i7T ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. DATE MGW )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE CIVIL MASTER CIVIL PERMIT STAGE 1 & 2 - NW DEMOLITION PLAN APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/21 /18 SHEET S500-02 S02- JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-S500-02 75 N 00 N L 0 z E 0 c .E 0 ca J FUTURE SLOPE OHW EL +15.18 i i i EXIST MUDLINE TEMPORARY SHEET PILE, SEE `rA I L F LMIVr\ 14'-0"f f 1 SECTION - DEMOLITION STAGE 1 S50�-02 SCALE: 1/4" = 1'-0" SECTION- -02 SCALE: 1 /4" = 1'-0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 DEMOLITION STAGE 2 WEST DEMO TO EXIST I -V LDS SECTION - S500-02 SCALE: 1/4" = 1'-0 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. OV WAS ""A//V" a � w ✓j l'�1, 28710 �s1�NALG DEMOLITION STAGE 2 i e Ber rABAM g 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 UNAWN UAI L SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 091119 kWh [ / / /I DEMOLITION LIMITS OF CONC PILE CAP GENERAL NOTES HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 1. SEE SHEET S500-02 FOR LIMITS OF DEMOLITION. 2. SEE CIVIL SHEET C500-2J FOR PILE DRIVING ELEVATIONS. 3. DRIVE EXISTING TIMBER PILE TO 2'-0" MINIMUM BELOW EXISTING MUDLINE. CONSTRUCTION NOTES REMOVE EXISTING CONCRETE PILE CAPS. REMOVE EXISTING TIMBER PILES AS NECESSARY FOR TEMPORARY SHEET PILE INSTALLATION. DEMO —12' EXIST TIMBER CRIB WALL, REMOVE —4 EA TIMBER PILES. ® TEMPORARY SHEET PILE WALL, FOR CONTRACTOR'S CONVENIENCE, TO SEPARATE AREA OF WORK FROM LAKE. AFTER CONSTRUCTION PHASE SHEET PILE TO BE CUT TWO FEET BELOW FINISH GROUND. PROVIDE SHORING ALONG SCISSOR TRUSS TO REMAIN IN PLACE PRIOR TO DEMO ACTIVITIES. SHORE W/ 12x12 HEAVY TIMBER © DEMO EXIST 402 PLANKS. REMOVE EXISTING CONCRETE. ® PROVIDE TEMPORARY CONCRETE BARRIER AROUND PERIMETER OF WORK AREA. DRIVE EXISTING TIMBER PILES PER GENERAL NOTES 1 & 2. SHEET PILE SIZE TABLE MUDLINE EL (FT) MAX WATER WARD FILL, 'H' (FT) SHAPE EMBED (FT) +5 +5 SCZ 14 24 +5 +10 SCZ 18N 27 +10 +5 SCZ 14 20 NOTE: H IS THE DIFFERENCE IN GRADE BETWEEN OFFSHORE AND ON SHORE SIDES OF TEMPORARY SHEET PILE WALL. CONTRACTOR TO SELECT SHEET PILE SIZE BASED ON THEIR CONSTRUCTION SEQUENCING AND THE MAXIMUM GROUND ELEVATION DIFFERENCE ON EACH SIDE OF SHEET. TEMPORARY SHEET PILES SCALE: 1/4" = 1'-0" CIVIL PERMIT STAGE 1 & 2 - NW DEMOLITION SECTIONS R-401403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' ""' n ""' ` 10/01 / 18 APRON R INFRASTRUCTURE S500-03 S03 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WADwc NO. 4—APRON—R—S500-03 CIVIL MASTER 75 N 00 N L 0 z E 0 0 ca J EXIST EXIST 12 (:::2::) --- 5500-04 a CONC SLAB — CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CONC TO REMAIN K12 TIMBER I V J 4 PLACES 550O�4 PER BAY NEW SHORING 1202 TIMBER I I I I I I I NEW 6x6 TIMBER STRUT I 0 OX00 CAS SECTION - S500-03 SCALE: 1/2" = 1'-0 a a a a a a a a a 4 0 0 NEW 12x SHORING EXISTING 12x 2x8 BLOCKING FIRM AGAINST 6x DIAGONAL. ATTACH TO 12x WITH (4) 1 /4" Ox3" GALV. SCREWS — SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS 5500-04 TEMPORARY SHORING 2 0 2 4 1/2" = 1'-0" scale feet EXISTING CONCRETE D00 0 0 a a a a. a a Q NEW 12x SHORING NEW 6x DIAGONAL SIMPSON HGA 10, HOT DIPPED GALVANIZED, W/(4) 1 /4" 0x3" GALV. SCREWS EACH LEG TYP., EACH END OF DIAGONAL BRACE NOTE: SIMILAR AT BOTTOM DIAGONAL CONNECTION �2 DETAIL - SHORING_ S500-04 SCALE: 1 1/2" =1 '-0" 8 0 8 16 1-1/211 = 1'-0" scale inches BY APPROVED DATE SYM W4700331 ABAM MGW 06/21/18 W4700331 ABAM MGW 10/01/18 REVISION '--EXIST TIMBER BULKHEAD NE L/\IJIIIVV VVIVVI\LIL BY I APPROVED I DATE 0 1 n» n» , /n11 n, An» rA n11 -- — —1—k— DETAIL - SHORING SCALE: 1 1/2" =1 ' —0" 8 0 8 16 1-1/2" = 1'-0" mmmmmmlil scale inches �3�DETAL „-,S„HORNG_ S50��4 SCALE: 1 1/2" =1 —0 8 0 8 16 1-1/2" = 1'-0" scale inches INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. A517! BOE//V� a � w 28710 SS��NALyG i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 GENERAL NOTES 1. SEE SHEET S500-02 FOR LIMITS OF DEMOLITION. 2. SEE CIVIL SHEET C500-2J FOR PILE DRIVING ELEVATIONS. (CIVIL PERMIT( CIVIL MASTER ALL STAGES - SHORING SECTIONS APRON R INFRASTRUCTURE RENTON SITE SITE R-401404 IN COMPLIANCE WITH CITY OF RENTON STANDARDS \..VLLLIVI W4700331 J `IW /� n 10/01/18 SHEET S500-04 SO4 JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—S500-04 O A` �o00�O0' 0 O CEO O 0 O O`,O 0 S500-06 0(300, °,C) ° -O cc 0'0 oO'Q Do0oC0000,0�000�, 0 00-00 00 -O 40 00�0�0�00�'!� 0 W` ON 000Q0O�O0 ! Oo o QC� Oo (moo O `'`.�, 0 0�, 0- 0 ,O '2 0 O Q ��o O ° 0,00 ° syx ° `� � q `� � 4 �♦� `.� NEW HABITAT FILL SEE SHEETS 0 0 0 0 !, C500-2J & LS500-2 O 0000 0000 0O O O o 0 o O� a0 00, 0�0 ♦ TEMPORARY TOW PATH -Na-0-0C 0 C) 12 0 PLANE WING CLEARANCE at 0 O Q `0 0 a O' 0 ,♦ PLANE TEMPORARY NGINEO CLEARANCE PATH' ` �D O 0 TEMPORARY TOW , ° O O ,�°O° O°o°-0 �Oo° `'♦ PATH CENTERLINE vY 0 ° ° 0 ° ♦ EDGE OF PAVING 00°0 '0 0 O 0 O° 0 O° `'♦ 0 0`, 0000 '• ° 0 o°O y�0 00 o° 00 000 18 TEMPORARY TOW PATH , ♦ 0 0 PLANE ENGINE CLEARANCE � ! 1 TYP 000 O OC 1 � TYP 6 \ ♦ ♦ ♦ 16 0 1 O OO°OO TYP 3 0 15 0 TYP 2 .I 4 MIMIMIMIMIMIMIMIM TEMPORARY TOW PATH B 13 \ \ v� PLANE WING CLEARANCE STAGE 3 CONSTRUCTION DEMOLITION POINTS S50��6ZN \ POINT NO. NORTHING EASTING TYP 6 ` ` \ 12 ♦ FOR �E�P\`0� � SEE 550�, 5 11 1 185,624.53' 1,299,208.64' 7 10 TEMPORARY TOW 0 185,562.61' 1,299,224.93' 2 ` ' \�� ` ♦ ♦ PATH CENTERLINE 03 185,552.47' 1,299,185.65' ♦ , 04 185,540.77' 1,299,188.35' 3 4� 05 185,560.45' 1,299,264.53' 06 185,504.10' 1,299,279.35' 07 185,516.75' 1,299,327.61' 4 08 185,541.03' 1,299,321.49' TYP 1 , 09 185,538.37' 1,299,310.94' 10 185,564.17' 1,299,304.44' 6 TYP , , 11 185,561.65' 1,299,294.46' TYP 6 �� 12 185,581.71' 1,299,289.38' 13 185,579.27' 1,299,279.50' • 0 14 185,598.14' 1,299,274.74' •6• • ` • \' • ` 15 185,595.58' 1,299,264.34' `� • O 1 6 185,616.47' 1,299,258.80' ' • • • 1 17 185,611.66' 1,299,239.73' , 18 185,631.34' 1,299,234.55' 4-41 BUILDING00000 ; 4), Ber erAI3AM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY — APRON R INFRASTRUCTURE W4700331 ABAM APPROVED I DATE I SYM MGW 06/21/18 REVISION BY I APPROVED I DATE PLAN - STAGE 3 NW AREA OF WORK SCALE: 15 0 15 30 scale feet INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. t � S ""Wirrw" a �✓j l'C'1, 28710 GRAi f.�4 �s1�NALG ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE MGW )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE CIVIL MASTER DEMOLITION LIMITS OF PILE CAPS, TIMBER PILES, AND SCISSOR TRUSS EXIST TIMBER PILE EXIST CONCRETE BUILKHEAD F-7 1 1 EXIST CONCRETE PILE CAP L_--J ® TRAFFIC BARRIER OCONSTRUCTION POINTS GENERAL NOTES 1. RELOCATE TEMPORARY TOW PATH TO NEW LOCATION PRIOR TO DEMOLITION ACTIVITIES. CONSTRUCT SUBGRADE IMPROVEMENTS AND PAVING PER CIVIL C500-2J. CONSTRUCTION NOTES REMOVE EXISTING CONCRETE PILE CAP. DRIVE EXISTING TIMBER PILES PER C500-2J. EXISTING SCISSOR TRUSS AND SHORING TO BE REMOVED WITHIN LIMITS OF DEMOLITION. ® REMOVE EXISTING CONCRETE PAVEMENT. DEMO EXIST TIMBER BULKHEAD. © PROVIDE TEMPORARY TRAFFIC BARRIER AROUND PERIMETER OF WORK AREA. PROTECT EXISTING BULKHEAD TO REMAIN. CIVIL PERMIT STAGE 3 - NW DEMOLITION PLAN APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/21 /18 SHEET S500-05 S05- JOB N0. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—S500-05 75 o_ N 00 N L 0 z E 0 0 0 c� J 2'-11" EL +16.6t FUTURE SLOPE TEMPORARY SHEET PILE WALL CUT OFF 2' BELOW FINISH GRADE------, FUTURE SLOPE SUMMER EL +15.18 WINTER EL +13.L i i i i APPROX EXIST MUDLINE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM - I APRON R INFRASTRUCTURE REVISION EXIST TIMBER PILE AT LAKESIDE TO REMAIN, TYP BY W47003311 ABAM SEE CIVIL SHEET C500-2S APPROVED DATE MGW 06/21/18 SYM REVISION GEOSYNTHETIC WALL, SEE CIVIL SHEET C500-2S � SECTION - DEMOLITION STAGE 3 S50�-05 SCALE: 1/4" = 1'-0" 4 0 4 8 1/4" = 1'-01) scale feet D) JL-V I I U I N LLIVIUI-I I I U I N J I/-\0L J S50�-05 SCALE: 1 /4" = 1'-0" 4 0 4 8 1 /4" = 1'-0" scale feet BY I APPROVED I DATE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. ASFj! BOE//V� a 28710 �s1�NALG i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 I FrFNIn NEW FILL Ooo�o QUARRY SPALLS DEMOLITION LIMITS GENERAL NOTES: HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 1. SEE SHEET S500-05 FOR LIMITS OF DEMOLITION. 2. SEE CIVIL SHEET C500-2J FOR PILE DRIVING ELEVATIONS. 3. DRIVE EXISTING TIMBER PILE TO 2'-0" MINIMUM BELOW EXISTING MUDLINE. CONSTRUCT SUBGRADE IMPROVEMENTS AND PAVING PER CIVIL C500-2J. CONSTRUCTION NOTES DEMO EXIST CONC PILE CAP. DRIVE EXIST TIMBER PILES PER C500-2J. REMOVE SHORING AND SCISSOR TRUSS. ® REMOVE EXIST TIMBER PLANKS. REMOVE EXIST CONC PAVEMENT. © SHORE EXIST SUBGRADE AS REQUIRED FOR DEMOLITION. CONSTRUCT GEOSYNTHETIC WALL AND EMBANKMENT, SEE CIVIL SHEET C500-2S CIVIL PERMIT, THIS DESIGN ACCEPTABILITY D/ R SPECIFICATION IS APPROVED UNAWN UAI L 06 21 18 SUBTITLE STAGE 3 - NW DEMOLITION SECTIONS CHECKED SPT 06 21 18 ENGINEER MGW 06 21 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED R-401406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N21110111X10S1 06/21/18 S500-06 S06. JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-06 Cy') i i w 75 Co N Co 0 N u; 0 z 0 0 0 c� in J LO 0 0 0 co _ 06 O O O N ZLro 0 W W `2 W W w W i BeraerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 X� F F B S500-08 �OHW OHW OHW EXIST BULKHEAD AND TIMBER PILES TO REMAIN 208'-0 3/8" EXIST BULKHEAD AND TIMBER PILES TO REMAIN --- F — MINE / EXIST TIMBER PILES TO REMAIN, TYP MEANDER TEMPORARY SHEET PILE WALL INTO STAGE I - DEMO AREA AT RAMP OHW OHW nE REVISION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S500-08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'n F o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 2 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \\c� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a, i WIF.4 i raj . . . . . . • . . • . . . . . . 00 �F jimv am, lat _ III EII • • • • • • . • • • • • • • 0 0 0 �1 0 0 0 0 0 0 0 0Q O0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0606zo 00 0 0 0 0 0 0 0 0\ 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .1 1 EXIST BULKHEAD WALL AND TIMBER PILES BELOW TO REMAIN EXIST CONCRETE SLAB AND TIMBER PILES TO REMAIN, TYP PLAN - CENTRAL RAMP AREA DEMOLITION E SCALE: 20 0 20 40 scale feet BY I APPROVED I DATE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT PAL G. BOE//V" a 28710 �s1�NALG \\_11TIRE BARGE SLIP--\ EXIST CONCRETE SLAB AND BEAM TO REMAIN 244'-11 7/8" F DEMOLITION LIMITS OF PILE CAPS EXIST TIMBER PILE EXIST CONCRETE BULKHEAD I I EXIST CONCRETE PILE CAP L ^^^^^ TEMPORARY SHEET PILE WALL OCONSTRUCTION POINTS CONSTRUCTION NOTES REMOVE EXISTING CONCRETE PILE CAP. REMOVE EXIST 10" CONCRETE RAMP. GENERAL NOTES 1. DRIVE TEMPORARY SHEET PILES. CONSTRUCTION POINTS POINT NO. NORTHING EASTING O185590.36 1299351.33 O185673.89 1299671.28 O185693.71 1299748.78 O185720.15 1299852.16 NOTE: LOCATIONS ANNOTATED ABOVE ARE OUTSIDE THE EDGE OF CURB. KEY PLAN (CIVIL PERMIT( SCALE: N.T.S. T-401310 R-401407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN RGID UAI L 06 21 18 SUBTITLE STAGE 1 - CENTRAL RAMP DEMOLITION PLAN CURRENT REVISION W4700331 SYMBOL A DATE 10/01/18 CHECKED HE SPT 06 21 18 SHEET S500-07 S07 ENGINEER MGW 06 21 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB N0. W4700331 COMP NO. APPROVED APPROVED DWG NO. 4—APRON—R—S500-07 75 Co N Co CD N u; 0 z 0 0 0 c� in J CV C? CD CD Cn w w co w w U) i BeraerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION — APRON R INFRASTRUCTURE W4700331 F F F F(—A S500-10 g0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S500— 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 e 0---e e 0---0 o 0 0 0 0 0 0 0 0 0 0 0 ingraffiffliff DEMOLITION LIMITS OF SLABS AND PILES EXIST TIMBER PILE EXIST CONCRETE BUILKHEAD vim^ TEMPORARY SHEET PILE WALL g TRAFFIC BARRIER OCONSTRUCTION POINTS CONSTRUCTION NOTES REMOVE CONCRETE PAVEMENT AND CONCRETE BEAM. REMOVE BULKHEADS, AND DRIVE TIMBER PILES PER C500-2J, C500-2K AND C500-2L. DRIVE EXIST TIMBER PILES PER C500-2K. ® REMOVE EXIST CONCRETE PAVEMENT. F FUTURE BARGE SLIP _ _ 0 0 0 0 0 0 0 0 0 0 0 0 �_ OHW a n OHW 3 / OHW OHW OHW OHW- --0--0-6 ---o -� 0 0 0� 0 0 0 0 0 0 0 0 0 0 \ IF OHW �HW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 O l O 1 — 17 BY I APPROVED I DATE ABAM I MGW 06/21/18 SYM TYP — l l TYP 208'-0 3/8" REVISION EXIST TIMBER PILES TO BE DRIVEN, TYP L O TYP TYP o i Ln PLAN - CENTRAL RAMP AREA DEMOLITION E SCALE: 20 0 20 40 scale feet BY I APPROVED I DATE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. , WAS , BOE//V� a 28710 �s10NALG 11 TYP 244'-11 7/8" OHW F 4 r CIVIL PERMIT KEY PLAN SCALE: N.T.S. T-401312 R-401409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS THIS DESIGN ACCEPTABILITY D/ R SPECIFICATION IS APPROVED UNAWN UAI E 06 21 18 SUBTITLE STAGE 2 - CENTRAL RAMP DEMOLITION PLAN CURRENT REVISION W4700331 SYMBOL — DATE 06 21 / /18 CHECKED SPT 06 21 18 SHEET S500-09 S09- ENGINEER MGW 06 21 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP N0. APPROVED APPROVED DWG NO. 4—APRON—R—S500-09 IRS (V 00 0 N U m 0 c 0 Ll E m Y 0 0 m 0 ca J 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 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. DATE BEE )AI L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE OVERALL UTILITY PLAN r_3,Salle] 1■son IIIatonw ot1:0011111roJ:41 RENTON SITE 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 SHEETS G02-G04 FOR GENERAL NOTES. 4. SEE SHEET G07 FOR EXISTING SITE PLAN. 5. SEE SHEET G09 FOR OVERALL SITE PLAN. 6. SEE STORM DRAINAGE PLANS FOR DRAINAGE PLANS AND DETAILS. 7. SEE MECHANICAL PLANS FOR COMPRESSED AIR, FIRE PROTECTION, AND WATER PLANS AND DETAILS. 8. SEE ELECTRICAL PLANS FOR DATA, GROUNDING, AND POWER PLANS AND DETAILS. CONSTRUCTION NOTES FIRE HYDRANT 2� REPLACED UTILITY HARDSTAND NEW OIL/WATER SEPARATOR R::�:- NEW ENHANCED WATER QUALITY TREATMENT VAULT 5� NEW ACTUATED SPILL CONTROL VALVE SLOTTED DRAIN :� SAFE DRAIN CONTAINMENT VALVES B::� SECTION VALVE FUTURE STORM DRAINAGE CONNECTION W-401301 R-401311 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 01�SURFACE WATER UTILITY afowler 12/20/2018 rStraka 12/20/2018vii W4700331 J" "' n ""' ` 10/01 / 18 G10 G10 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4-APRON-R-G10 CIVIL MASTER SITE 75 a_ 00 N 00 N L O z E 0 c 0 0 c� U) m J FUTURE SLOPE SUMMER EL +15.18 WINTER EL +13.18-- EXIST MUDLINE FUTURE SLOPE SUMMER EL +15.18 1' CONCRETE TO BE REMOV WINTER EL +13A8-- EXIST MUDLINE TEMPORARY SHEET PILE LAB SECTION - DEMOLITION S50��9 SCALE: 1/2" = 1'-0" 2 0 2 4 1/2" = 1'-0$) scale feet Trunnnnnv rI 1rrr nil r LB� SECTION - S50�-09 SCALE: 1 /2" = 1'-0 MOVED 'RETE WALL REMOVED BULKHEAD TO BE 'ED, TYP DEMOLITION 2 0 2 4 1 /2" = 1'-0" scale feet INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 CIVIL PERMIT I r-rF-Nln DEMOLITION CONSTRUCTION NOTES REMOVE EXIST PILE FOUNDED SLAB. DRIVE EXIST PILES REMOVE EXIST CONC SLAB/BEAMS/BULKHEAD. ® REMOVE EXIST TIMBER LAGGING. T-401313 R-401410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE �L G. THIS ESIGNAND/OR CHECKED GP 06 21 1$ STAGE 2 - CENTRAL RAMP DEMOLITION SECTIONS W4700331 — 06/21/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21 /18 ��' e WAsSPT 06 21 18 SHEET 'i' SPECIFICATION IS APPROVED �0 ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. I DATE MGW 06 21 18 S500-10CHECKED S10 l C'1, 28710 �~ w RENTON SITE D COMP N0. s �aaL e� Gw APPROVED JOB No. W4700331 AL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—S500-10 75 Co N Co 0 N u; 0 z 0 0 0 c� J / / / REINFORCED CONCRETE EXIST TIMBER PILE 24"x3/4" PILE W/ 40' EMBEDMENT. CUT OFF ELEVATION = +25 FT OCONSTRUCTION POINTS SEE STUCTURAL S07 BARGE ACCESS NOTES 1. BARGE SLIP IS LIMITED BY DEPTH OF WATER AND WIDTH OF DESIGNED BARGE SLIP. DIMENSIONS FOR MAXIMUM ACCEPTABLE BARGE SIZES ARE AS FOLLOWS. 2. MAXIMUM BARGE DRAFT OF 4'-0". 3. MAXIMUM BARGE WIDTH OF 60'-0". 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. BARGES WITH FORE OR AFT RAKES OF 20'-0" HORIZONTAL LENGTH OR LONGER MAY BE ACCEPTABLE. 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BARGE DIMENSIONS AND BARGE SLIP BATHYMETRY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SHOULD BE CAREFULLY CONSIDERED BEFORE USING BARGES WITH GREATER THAN 4'-0" OF DRAFT. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0000 0000 0 0 0 0 0 0 0 CONSTRUCTION NOTES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 CONSTRUCT SUBGRADE IMPROVEMENTS. 80'-0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCT MOORING PIPE PILE PER DETAIL S500-12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 50'-0" BARGE SLIP BOTTOM 15'-0" T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � BARGE ACCESE BULKHEAD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° N 185692.01 2 E 1299692.64 F A I N 185701.81 2 ® DRIVE EXISTING PILES 2' BELOW EXISTING GRADE. E 1299731.43 REMOVE EXISTING CONC PAVEMENT. 0 0 T F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 'n S500-12 I F © SEE CIVIL SHEETS FOR STRIPING REQUIREMENTS ON OIL/WATER SEPARATOR LIDS. F F LO-0—� F �00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FUTURE BARGE SLIP SEE CIVIL CIVIL SHEET C500-2B FOR PERMANENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o NI1 R�RCIR -�4 I SHEET PILE WALL LOCATION WITHIN BARGE SLIP AREA CN C? CD C) U') Cf) Ir W W 2 U) W W U) 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 REVISION PLAN - CENTRAL RAMP AREA DEMOLITION E SCALE: 20 0 20 40 scale feet BY I APPROVED I DATE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT PAL G. ASFj! BOE//V� a 28710 GRAi '., �s�ONAL VG L CIVIL PERMIT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN UAI L 06 21 18 SUBTITLE BARGE ACCESS CONSTRUCTION PLAN CRGID HECKED SPT 06 21 18ENGINEER MGW 06 21 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED KEY PLAN SCALE: N.T.S. R-401411 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' ""' A ""' ` 10/01 / 18 S500-11 Sil JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—S500-11 M O O W a N 00 0 N L 0 z c 0 c 0 0 m m co J 1 /2"x23 1 /2"0 t, A 1 /4" FILLET WELD AL C C U INSTALL MARINE PVC CONE CAP PER uenn 1rAnT1 Inrnr C`nrnlrllnnT1nK1C' ELD AFTER CONC FILL (P SCH 120 COAT PER PAINT MATERIALS CALLED OUT IN GENERAL NOTES SHEET G4 DETAIL -BOLLARD/MOORING PILE S50�-12 SCALE: SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A REID MIDDLETON COMMENTS W4700331 ABAM MGW 11/15/18 REVISION BY I APPROVED I DATE ( A 1 bLL I IUIN — bANUL LULH I IUIN S50�-1 1 SCALE: 1 /4" = 1'-0 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT �L G. ®~G� °y wAS BOE//V" 29710L O� w Off, ORAL Fz� w AL�� '� BergerABAM ACCEPTABILITY RGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGIf APPROVED BY DEPT. I DATE MGW 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206) 431-2250 DATE SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE GENERAL NOTES HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 1. FOR SUBSURFACE CONSTRUCTION SEE CIVIL SHEET C500-2R 2. DRIVE EXISTING TIMBER PILE TO 2'-0" MINIMUM BELOW EXISTING MUDLINE. 1 C(`CKIFI RIP RAP FILL SEE NOTE 1 SUBGRADE IMPROVEMENT SEE NOTE 1 CONCRETE PAVEMENT a R-401412 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PERMIT CURRENT REVISION ISYMBOL DATE BARGE ACCESS CONSTRUCTION SECTION W4700331 A 11 /15/18 SHEET APRON R INFRASTRUCTURE S500-12 S12 RENTON SITE JOB NO. COMP NO. W4700331 CIVIL MASTER SITE RENTON, NIA DWG NO. 4—APRON—R—S500-12 00 O Cy) C') O M0 W AJ MT co O O O T J N T Ln O O O T r 0- 75 o_ M N Co 0 N L O z O O ca J EVICT C`LIrrT f'1II r Tn DrLAAIAI CALL 48 HOURS " ASEPARATE BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 B DNR COMMENTS W47003311 ABAM I MGW 10/22/18 PAL G. ASFj! BOE//V� w ✓j l'�1, 28710 GRAi f.�4 �s1�NALG ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE JMGW )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE LEGEND REMOVE EXISTING ASPHALT SURFACE + + + + PROTECT EXISTING CONCRETE SURFACE + + PROTECT EXISTING CONCRETE AND ROUGHEN SURFACE FOR FUTURE COLD JOINT O1 CONSTRUCTION POINTS GENERAL NOTES 1. 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. 2. CEMENT CONCRETE PAVEMENT, SUBGRADE, AND PAVEMENT JOINTS SHALL BE PER DETAILS ON SHEET C500-2G AND C500-2H AND PER C500-2F. 3. SEE STRUCTURAL SHEET S500-15 THRU 19 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 4. SEE STRUCTURAL PLANS FOR SHORING AND PERMANENT WALL DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 7. SEE STRUCTURAL PLAN FOR DRAINAGE STRUCTURE ON SHEET S34. REMOVE EXISTING ASPHALT PER DETAIL A ON SHEET S500—S14 ROUGHEN EXISTING CONCRETE PER DETAIL D ON SHEET S500—S14 :> EXISTING SHEET PILE WALL TIE —BACK PER DETAIL A ON SHEET S500-14 ® EXISTING SHEET PILE WALL TIE —BACK PER DETAIL B ON SHEET S500-14 EXISTING SHEET PILE WALL TIE —BACK PER DETAIL C ON SHEET S500-14 © NEW 4' STEPPED WALL AND 4' SECURITY FENCE PER DETAIL A ON SHEET S500-15 CONSTRUCTION NOTES PROTECT EXISTING CONCRETE SURFACE PROTECT EXISTING SHEET PILE WALL PROTECT EXISTING FLUME STRUCTURE AND DOCK ® SAWCUT EXISTING PAVEMENT FOR UTILITY TRENCH EXISTING CONCRETE DEADMAN, TYPICAL AT LANDWARD SIDE OF EXISTING CONCRETE PAVING HERMIT STAGE 1 - NE DEMOLITION PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE 1" = 10' 10 0 10 20 scale feet KEY PLAN SCALE: N.T.S. R-401413 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' ""' D " ' ` 10/22/ 18 S500-13 S13. JOB NO. COMP NO. W4700331 [7 DWG N0. RENTON, WA 4—APRON—R—S500-13 CIVIL MASTER SITE 75 0_ rn N 00 0 N L 0 z E 0 c 0 ca J SYM I REVISION APRON R INFRASTRUCTURE BY W47003311 ABAM APPROVED DATE MGW 06/21/18 SYM (�L SECTION - DEMO S500-13 SCALE: 4 0 4 8 1/4" = 1'-0" scale feet ACDUAI T DAUCIACAIT TO DC DCAInUCh Bn SECTION - DEMO 00-13 SCALE: 4 0 4 8 1/41) = 1'-0" scale feet REVISION BY I APPROVED I DATE L G. ASFj! ""A//V" a � w ✓j l'�1, 28710 �s�ONAL VG 11nLL W 1 II L IInLL I V REMAIN i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 CIVIL MASTER rVIC'T nnAlnnr-Tr- rnf'r- nr-AkJ EXIST TIE BACK TO REMAIN (�n DETAIL - DEMO S500-13 SCALE: 2 0 2 4 1/2" = 1'-0" scale feet NEW CONCRETE SURFACE ROUGHEN EXIST CONCRETE SURFACE EXIST CONCRETE SLAB TO REMAIN M SECTION - DEMO S500-13 SCALE: 2 0 2 4 1 /2„ = 1'-0" scale feet INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT CIVIL PERMIT STAGE 1 - NE DEMOLITION DETAILS APRON R INFRASTRUCTURE RENTON SITE SITE R-401414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/21 /18 SHEET S500-14 S14- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—S500-14 CY) I I W M FOOTING DIMENSIONS H B 4'-0" 3'-6" 3'-6" 3'—Y 3'-0" 3'-0" 2'-6» 2'-6" 2'-0» 2'-01/ N N I #6x36 D( U LIJ U-1 cn cn LLI of TIEBACK FROM EXISTING SHEETPILE WALL TO REMAIN. VERIFY DEPTH PRIOR TO EXCAVATION SLAB DOWFI (� INTO EXISTING NEW FINISHED GRADE 0 1 r 11 U„ m N � Z DETA� wm S50�-13 SCALE: 1 1/2 = 1'-0" v d P v d P v d I v d I v 4" II II\v L/\IJI I II ULYIUIVIf11V ULI U14U (M DETAIL S50��5 SCALE: 1 1/2" = 1'-0" SYM REVISION BY APPROVED DATE — APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 B REID MIDDLETON COMMENTS W4700331 ABAM MGW 11/15/18 C PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 SYM DEADMAN DOWELS INTO EXISTING was TIE RODS EXISTING FENCE AND CAP TO REMAIN NEW FINISH GRADE p v d p v d p v d v v d v v IN b dI N b lkvi d-7 y\ Im7 N1 jrJ UY11\ `V' I L Ul, Lr UA I INTO EXISTING SLAB (TYP EACH SIDE OF TRENCH CUT) (a� D ETA L S50�-13 SCALE: 1 1/2" = 1'-0" REVISION I BY I APPROVED I DATE lWAR.&IIIIINM L G. ASFj! BOE//V� w ✓j l'�1, 28710 GRAi f.�4 �s1�NALG I ITII ITV TDCAI/`LJ ADCA D ETAI L S500-3 SCALE: 1 1/2" = 1'-0" i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT [CIVIL PERMIT] CIVIL MASTER PAVEMENT DETAILS - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE R-401415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IJVI.LLIVI W4700331 JIIVIUVL C 12/14/18 SHEET S500-15 S15- JOB N0. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-S500-15 M O EX CONC 12" REINF STET 12" REINF STET 12" REINF PAVEMENT 14 1/2" PAVEMENT 14 1/2" PAVEMENT 14 1/2" REINF PAVEMENT 14 1/2" REINF RELIEVING SLAB 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT I O 1 1/2"x 18" DOWEL @12" 00 Q 0/C, TYP 0/C 2�P 18" DOWEL @12" N N / W co d a a zl r p p _' \NI UOLL p pCA-A p a�^ ° • a p p a • • • p • • • p / p X�Of Of @ 12EA WAY T&B #s ®12 EAwAYT&B SECTION PAVEMENT #4 @ 18" TYP SECTION PAVEMENT C50-2A SCALE: 1— 1-0" C50-2A SCALE: 11-0" T' 12" REINF PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" PAVEMENT 12" REINF PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT 1'-0" 1 1 /2"x 18" DOWEL @12" � Of Of 1 1/2"x 18" DOWEL @12" 0/C, TYP 0/C, TYP N a a � N ° a a N p •d d •\a • a • a• • • ° d a • • • J • •° • • ZA d dp d • d • p 4 I d p VAVAv VAVA1 VAVA VA g4\ \\VAVAVAVAVAVA d d• •• d a • • O 4 n d •• .Q p 4 a p ° • 0p a Q p dp pco d \I T p a 4 O /. #6 @ 12" EA WAY T&B A\� ; �A��AA/�VA/ ° • •a �A/ O p — d• • d p\\�\� � SECTION PAVEMENT _ Q c SECTION PAVEMENT °a \�\�! C500-2A SCALE: 1" — 1'-0" D C500-2A SCALE. 1 — 1 —0 •a d \ \/ �� J INTEGRAL CURB AND a d • \\\/ STEM WALL p 12" REINF PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" PAVEMENT V-0" 12" REINF PAVEMENT 1 14 1/2" PAVEMENT (2)#5 1'-0" 1 1/2% 18" DOWEL @12" Elf 1 1/2"x 18" DOWEL @12" 0/C, TYP U U 0/C, TYP N • • N #4 @ 8„O/C • • a a ° a a a a s • • a ° ° EA. FACE ° a • • p • a • • • ° • ° • • d a • a - d a • a • a • Z; a • • • - a a a a I d d 4 .�. p. \ I n 4a 4 \ • • p • d • d • dp • da • • • d N 0 • • • • d • d N d d a p d d • d d� -� a d d a ° a p a • • -I 2" CLR. p � co • •d pd #6 @ 12" EA WAY T&B , J�/�/ \/ \//\� • �d \ J � ° CD INTEGRAL CURB AND STEM WALL d a \\// • • \\\/%\! SUBGRADE REINFORCEMENT • • \\\\ — r 0 °�\i\\i SEE CIVIL p\\/\\/ E SECT 0 PAVEMENT o CL 3 CLR. 4 #4 @ 12"O/C a d \�j\\/ a \\\//\\/j C50��B SCALE. 1 „ 1, 0„ O O \\//\� E SECT 0 — PAVEMENT \\\�\\ INTEGRAL CURB AND ~ Q ��/% C50��B SCALE: 1" — 1'-0» a d /\\� STEM WALL T 2 5 p �i i )# jVA/y\ VA/iAA%\/ %iAA/iAA/iAA/iAA%VA� � 0 N 14 1/2" PAVEMENT 14 1/2" REINF PAVEMENT 14 1/2" REINF RELIEVING SLAB 14 1/2" PAVEMENT 12" REINF PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT L cn Q 1 1-0" 1 1/2"x 18" DOWEL @12" 1 1/2"x 18" DOWEL @12" 0 0/C, TYP 0/C, TYP UN • • N p a CD • • p d d a a p N • • Q • • • d d • ZI • p 4 • p • • Q. • • • 4 d • 4 • 4 • • •. Q O a d 4 d p a N p d O d Yt 4 4 d p p ° N O d \ p I d d a 4 p d \ p d zi a d p I I- - - - - 4 In d - -g d p � • p • • • d • dd a ZI p a °N - •. c p VA/VAAVAAVAAVAAvvv/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/ �� v V� V�j p // // // // // // // // //V//. \ \ \ \ \ \ \ v /,./i,./i, /i � /�� /i� /iv/i�/i� /i� /�� /�� /�, /�, , � / / , /i, /� •d VAA VAA VAAy\%VAA� #6 @ 12" EA WAY T&B ,v\ , ��\/\ -0 #6 @ 12" EA WAY T&B p d•SECTON PAVEMENT SECTION PAVEMENTLL LL _ C500-2B SCALE: 1" — 1'-0" 'Ap \\\\/� C500-2B SCALE: 1" — 1'-0" •° , CDINSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT 00 INTEGRAL CURB AND o a d • \\\\\: STEM WALL /vviwv//vviwi/yv� R-401416 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q). Ber erABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 CIVIL PERMI E (206)431-2300 Fax: (206) 431-2250 a� DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY RGP 06 21 18 �L G. THIS DESIGN AND/OR CHECKED PAVEMENT DETAILS - SHEET 2 W4700331 A 12/14/18 - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 �'� N �� SPECIFICATION IS APPROVED SPT 06 21 18 SHEET o� wAs A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 ®~ Goyim ENGINEER TITLE APRON R INFRASTRUCTURE z APPROVED BY DEPT. DATE MGW 06 21 18 S500-16 S16 °y�m CHECKED ��oT�za�io�o���k JOB NO. COMP NO. co 4, RA F �� APPROVED RENTON SITE w47oo331 J S1pNAL APPROVED CIVIL MASTER SITE RENTON, WA DWGNO. 4—APRON—R—S500-16 M O It 0 12" REINF PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT 3/4" CHAMFER (TYP) 12" REINF PAVEMENT 14 1/2" PAVEMENT 12" REINF RELIEVING SLAB 12" REINF PAVEMENT 14 1/2" PAVEMENT C0 #6 @ 12" EA WAY T&B 1'-0" Q (2)#5 1 1/2"x 18" DOWEL @12" M 0/C, TYP 1 1/2% 18" DOWEL ~ #4 @12 0/C ELEVATION PER CIVIL PLANS (TYP) U Of J O @ 12" 0/C, TYP c) 0 N N 2 � N M 4Q 4 4 d ° 4 CLR. • • • a • • d • a • • • •. d a 4 a ° W d a _ t, ° a d ° ° o a G a 9. 9 ° 4 a ° a a \ • D • ° D ° D d ° !�. • • • a 4 • ° 4 • 4 a • ! • ° • a . N T (2)#4 @12", d °° 4. 1 • •/ • d • • • a x 9 a DI 4 4 4 4 \ \ • ° N - - U � 4 ° ° I g p ° D •4a • • •• • • • a • 4 N a a ° ° 4• a • • °D ° ° ° a 4 4a 4 ° a 1 EXTEND EXTERIOR -- a a s //\//\ \ �\ \\ ° 4 4 4 1 D ° ° D 4 ° 4 a ° BAR THROUGH ° d \\ \\ fir"/ ,/o//\, ' , �, o J 4 d SHEET PILE. • • • ° /\\/ \ \\ \\ ,�\ ,\ , \ \ \\i\\i\\i\ \ D ° ° D / (5)#5 �° °�� \\ 18 TYP • 18" TYP a / " °L „ \/ #6 @ 12 EA WAY T&B 18" TYP O INTEGRAL CURB AND #4 @ 18"O/C ° THICKENED EDGE ON ° o o #4 @ 18"O/C SHEETPILE WALL (2)#4 O O O O O O- \ c O O O O \\ SHEET PILE WALL @ \ `\\\/ APPROX. ELEV. 17.8't \ O OP O �\ SECTION PAVEMENT EXTEND 12 INTO CAP SECTION PAVEMENTC500-2C SCALE: 1" - 1'-0" C500-213 SCALE: 1" — 1'-0" L"T MJ 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT O O 1 1/2"x 18" DOWEL @12" 14 1/2" PAVEMENT 12" REINF RELIEVING SLAB 12" REINF PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT I� 11 1/2" O/C, TYP T 1 1/2"x 18" DOWEL @12" Q 0/C, TYP J N J D N a • D • 0• • ••• °D a N • a • ° •a •4 4 a a n •n • 4 4• a • • • •.a _ - d • - • • - • - • • 4a • - • da • a • - • • _ I d N d° a ° a a • ° d 4 • d 4• 4• • • D ° ° ° a ° � \\poi\\io\o/o%\ioioi\\ � � d � • D ° D O < C.) #6 @ 12" EA WAY T&B \ \ O \ \18" TYP 18" TYP [[D D \/\ O O O OOOOOOO�� M SECTION - PAVEMENT \\OO° SECTION PAVEMENT C500-2C SCALE: 1" — 1'-0" C500-213 SCALE. 1 — 1'-0" C500-2C C500-3D FILL PIPE WITH CONCRETE SEE DETAIL SEE DETAIL K CV FOR REBAR S500-15 FOR REBAR S500-17 r 4" SCH. 40 STEEL PIPE LO PAINT TRAFFIC YELLOW O 14 1/2" PAVEMENT 12" REINF RELIEVING SLAB 14 1/2" REINF PAVEMENT 14 1/2" PAVEMENT o TOP OF CURB REBAR, TYP I 1 1/2"x 18" DOWEL @12" elf FIN. GRADE ~ 0/C, TYP T U N • - 4 ° • • 4 • • 4 41 • • � a ° Q BOTTOM OF CURB 4� aa a 4 a d ° • a • • > a • • ° a N CONTINUOUS REBAR, TYP zn • ° • ° •� • • a • • • d a a d a a41 - 4 d a 4 X 1 w #6 @ 12 EA WAY T&B CONCRETE BASE 3000 PSI ROUGHEN EXISTING a @ 28 DAYS d 4 � as SECTION ,� PAVEMENT C500-2F SCALE: 1,— 1, —0 1'-4" INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT SECTION ,! TYPE BOLLARD ELEVATION - FTG TRAM S T 0 N C80—C85 SCALE: 1,— 1, —0 C500-2T SCALE: 1 — 1'-0" Co C500-5B N R-401417 z 1 0 1 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4), Ber erAIBAM 1'-0"C: CALL 48 HOURS"scale feet 33301 9th Avenue South, Suite 300 CIVIL PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 C: 1-800-424-5555 (206)431-2300 Fax: (206) 431-2250 0 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY RGP 06 21 18 �L G. THIS DESIGN AND/OR CHECKED PAVEMENT DETAILS - SHEET 3 W4700331 A 12/14/18 - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 �'� N SPECIFICATION IS APPROVED SPT 06 21 18 SHEET o� wAs a A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 (13 Cl)�0�,�� ®~ Goyim ENGINEER TITLE APRON R INFRASTRUCTURE z APPROVED BY DEPT. DATE MGW 06 21 18 CHECKED S500-17 S17 dpo��oT�za7io�o�\q JOB NO. COMP N0. �s RAL F APPROVED RENTON SITE W4700331 ANAL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—S500-17 00 0 I 00 STANDARD 90° HOOK, TYP --\\ #6 — L 4'-0" TOP AND BOT, TYP F '7 /F #8@8" TOP AND BOT I J+ -00 o i , I A� II— — — — — — — — — ----, — — — — — — — --------------T-- — — — — — — — — — — — — — ---- --------- II I I I I I I ----,II I II I I I II I I I I I I I I II I II N II I I I I II I I I I S500-22 I IB I II I II II I ACCESS I I I I ACCESS I ACCESS II I I I I I I � II I I I I I I II I II I I I I I I II I B I I I I II I II II I I I S500-22 A I I I I S50 o I I I II I II S500-20 N II I I I HATCH II I I I I I I I II II I I I I I I �'-2 5/8" I II I II I II I II II I II I II I II I II I ACCESS I I I I I I I I ACCESS I I I I I I I I I I I ---J I I I I ACCESS I I I I I I -j I II I II I II I II I II �- co "' II II--------- C C S500-22 S500-22 2'-10"* C12x30 PERIMETER STEEL SIDES OF VAULT LID, WITH (2) 1/2"Ox7" STUDS @ 1E SHIM FOR GR, AS REQUIRED 1 /2" Oxz SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS 3'-4" BY APPROVED DATE SYM W4700331 ABAM MGW 06/21/18 W4700331 ABAM MGW 10/01/18 7'-4„ J�) PLAN - STEEL VAULT BOX LID NOTE: * BASED ON 4" CONCRETE WALLS 0-20 SCALE: 3/4" = 1'-0" 1 0 1 2 3/4" = 1'-0" scale feet ant-n Tnrl AAIn MnT SECTION SCALE: 1 1/2" = 1'-0" 8 0 8 16 1-1/2" = 1'-0" scale inches 3' —11 "* C12x30 PERIMETER STEEL ALL SIDES OF VAULT LID, WITH (2) 1 /2" Ox7" STUDS @ 16"O.C. 1 /2" Ox4 STUD @ 12", TYP REVISION BY APPROVED DATE BOE//V� L 1 II I(. , 7,11_ 7,I1 /l A" nimn111 Ar) r-rlAllr- 1/ L VAT V I VV 1= IL SECTION SCALE: 2" = 1'-0" 4 0 4 8 2" = 1'-0" iiiii scale inches / U 1 `J L �/ I I I N SCALE: 2" = 1'-0" 4 0 4 8 2" = 1'-0" iiiii scale inches #8@8 TOP AND BOT • • • • • • • • • • • • • • o z • • • • • • • • • • • • • • SECTION SCALE: 1 1/2" = 1'-0" i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 CIVIL MASTER INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT 8 0 8 16 1-1/2" = 1'-0" scale inches CIVIL PERMIT STORM WATER VAULT - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE R-4013118 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1..V1.1.L1V1 W4700331 J `IW /� n 10/01/18 SHEET S500-20 S18- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-20 75 0_ rn N 00 0 N 16 0 z E 0 c 0 0 ca J 5500-23 oo z � w cn az I O U STIFFENER -\ C12x30, TYP EXTENDED WALL t -\ PLATE 3/4" C`Tlrrrklrn nl ATr 4 /1)"..1 n 1 /O" Tvn PLAN - STEEL VAULT BOX SCALE: 3/4"=1'-0" NOTE: ** BASED ON 4" CONCRETE WALL. INLET OR OUTLET, SEE CIVIL FOR LOCATION 5500-23 A 5500-23 I SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 ELEVATION SCALE: 3/4"=1'-0' REVISION STEEL VAULT BOX BY I APPROVED I DATE INTERIOR FACE OF STEEL * BASED ON 6" MAX CONCRETE FILL AT FLOOR. L G. ASFj! BOE//V� a � w ✓j l'�1, 28710 GRAi f.�4 A LG I 00 111 #5 EACH 1 /2" Ox4" C i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 I r-— — — — — — — — — — — i i i i i i i i i i i i L- - - - - - - - - - - - I CONCRETE WALL LINING (FIELD POURED/APPLIED [CIVIL PERMIT CIVIL MASTER STORM WATER VAULT - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE SITE SCALE: 3"=1 '-0" CONCRETE LID C12 Gall D_1101►111 1 0 1 2 3/4" = 1'-0" mmommoll scale feet 4 0 4 8 3" = 1'-0" scale inches NSALLATION OF VAULTS TO BE COMPLETED UNDER k SEPARATE BUILDING PERMIT R-4013119 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J `' /� n 10/01 / 18 SHEET S500-21 S19- JOB N0. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-21 75 Q N CO 0 N u; 0 z 0 1= .E 0 ca J MATCHLINE, SEE SHEET G81 QJ, Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 P. of WA �f x 31271 w� ��ssioNaL 20 1 20 4 ///�.. ��- ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10 01 18 10 01 18 10/01 /18 TITLE 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. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT THE "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) AND THE APPROPRIATE BOEING OFFICIAL 48 HOURS MINIMUM BEFORE DIGGING FOR LOCATION OF UTILITIES. CIVIL PERMIT EXISTING CONDITIONS r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401312 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 + EME W4700331 J `' A ""' ` 10/01 / 18 G80 G11 COMP N0. W4700331 4—APRON—R—G80 CIVIL MASTER SITE RENTON, WA I DWG NO. 75 o_ rn r- N 00 0 N L 0 z E 0 c 0 0 ca J WALL REINFORCEMEN SYM REVISION — APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS O I aUQO)Q" CIA/ TOD Q, DOT D ETA I L S500-20 SCALE: 1 " = 1'-0" (a� SECTION S500-20 SCALE: 1 1/2"=1'-0" BY APPROVED DATE SYM W4700331 ABAM MGW 06/21/18 W4700331 ABAM MGW 10/01/18 REVISION nnkInnrrr nI en InLE DETAIL OR �) C12 BY I APPROVED I DATE 3/4" W/1/ 18" ( YQ/1Q" CIAI Tor) D. onT 8" (M DETAIL „ S500-20 SCALE: 1 = 1'-0" 5 1 /4" I/ LWAT JI VV lV IL M DETAIL S500-20 SCALE: 1" = 1'-0" L G. ASFj! BOE//V� a � w ✓j l'�1, 28710 �s1�NALG ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. DATE MGW i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 Al L SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE CIVIL PERMIT STORM WATER VAULT - SHEET 3 RENTON SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013120 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J ""' n ""' ` 10/01 / 18 S%500-22 S20. JOB NO. COMP NO. W4700331 DWG NO. RENTON, WA 4—APRON—R—S500-22 CIVIL MASTER SITE Cy') I I W 75 0_ rn N 00 N L 0 z E 0 0 ca J I AIAI I nl A= TA:) D ETA I L S500-21 SCALE: 3"=1'-0" CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM I REVISION APRON R INFRASTRUCTURE BY W47003311 ABAM APPROVED DATE MGW 06/21/18 SYM ill REVISION BY I APPROVED I DATE M SECTION 500-21 SCALE: 2 = 1, —0 YP R = .25 MIN. TELY. SEE 500-3P -3Q FOR 4 0 4 8 2" = 1'-0" scale inches 4 0 4 8 3" = 1'-0" scale inches L G. ASFj! BOE//V� a �✓j l'C'1, 28710 GRAi f.�4 �s1�NALG EXTEND WALL Ik, V I L fIlILLJ 500— g i Ber erABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 i Mll D n-rirrrnirn SECTION SCALE: 2,= 1 —0 [CIVIL PERMIT CIVIL MASTER STORM WATER VAULT - SHEET 4 APRON R INFRASTRUCTURE RENTON SITE SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013121 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/21 /18 SHEET S500-23 S21- JOB NO. COMP NO. W4700331 DWG NO. RENTON, WA 4—APRON—R—S500-23 lei N N 00 0 N L 0 z E 0 0 ca J INTERLOCK TYP. 3 PLACES EACH WALL 3/16" 24" FI 1.9-8+ DETAIL NE DRAINAGE STRUCTURE SCALE: 1 /4" = 1 '-0" 1 /4" COVER PLATE TO SHEET TOP OF EXIST SHEET PILE WALL I I I I I I I I BULKHEAD A FLUME WALL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM I REVISION APRON R INFRASTRUCTURE V V V DETAIL - STORM THROUGH EXIST SCALE: 1 /2" = 1'-0" BY W47003311 ABAM PPE PENETRATION SHEET PEE WALE APPROVED DATE MGW 06/21/18 SYM REVISION BY I APPROVED DATE D ETA I L SCALE: 1/2" = 1'-0" !--) FOR TURNBUCKLE REPAIR D AND SUBMIT ORE ANY WORK OF THE FLUME NEW STORM f ILE :EVE FOR PENETRATION MINIMUM SIZE APPROPRIATELY PPE SLEEVE FOR PENETRATION SCALE: NTS 4 0 4 8 1 /4" = 1'-0" scale feet 2 0 2 4 1/2" = 1'-0" scale feet L G. ASFj! BOE//V� a � w ✓j l'�1, 28710 �s1�NALG ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. DATE 1MGW i e Ber rABAM g 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 Al L SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE c 2 3/80 TIE UPSET ENDS, TO CONFIRM TAn nr\n rnnl I rAln I\LV VIVIVLV I YYI I I I TURNBUCKLE n TIE -BACK REPAIR — SCALE: NTS rvlrTlnln C111rrr nl1 r FIFL JLLLVL I VI\ FLIVLII\MIU1V " MINIMUM t= 0.75 SIZE APPROPRIATELY PPE SLEEVE FOR PENETRATION @ SHEETPLE SCALE: NTS INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT CIVIL PERMIT DRAINAGE STRUCTURE APRON R INFRASTRUCTURE RENTON SITE SITE R-4013122 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N211110l1xxsl 06/21/18 S500-24 S22 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-24 CIVIL MASTER 0 0 w 7 0 N N 00 N L 0 z 0 c 0 ca J SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A REID MIDDLETON COMMENTS W4700331 ABAM MGW 11/15/18 REVISION BY I APPROVED I DATE STORM WATER VAULT SUPPORT PLAN SCALE: 1 =80, 80 0 80 164),7 Ber�TerABAM „ 0 1 = 80 33301 9th Avenue South, Suite 300 scale feet Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE L G. , 0 V WAS BOE//V� a � w ✓j l'�1, 28710 �s1�NALG ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 CIVIL PERMIT, STORM WATER VAULT SUPPORT PLAN APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013123 IN COMPLIANCE WITH CITY OF RENTON STANDARDS wI` \LIV W4700331 J `' /� n 11 /15/18 SHEET S500-25 S23- JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—S500-25 TEMPORARY SHEET PILE WALL DNR 43.4' 41.8 93.8' 10' MAX DEPTH 7' MAX DEPTH VAULT TRENCH STORM TRENCH 5' MAX DEPTH SUBGRADE IMPROVEMENTS AT PILE SUPPORTED STRUCTURE REMOVAL SECTION A SCALE: NTS DNR I 42.4' 70' MIN 303.0' 3' MAX DEPTH SLOT DRAIN - 70' MIN 0 N I C� z J O O _ m 15' 23.0' 10' Min Min 49.9' 48.1 ' 5' MAX DEPTH 5' MAX DEPTH UTILITY TRENCH DOMESTIC WATER - 7' MAX DEPTH STORM TRENCH AREA 1 TOWPATH SOUTH 10' L23.0' 15' Min Min 10' MAX DEPTH VAULT TRENCH 3' MAX DEPTH SLOT DRAIN 5' MAX DEPTH UTILITY TRENCH 7' MAX DEPTH STORM TRENCH 5' MAX DEPTH FIRE TRENCH B SECTION B - AREA 3 00-25 SCALE: NTS 135.6' 70' MIN 15' MAX 34.0' N ESMNT m 19.7' cD Z 0 J 0 0 m 15' 23.0' Min 101.6' 7' MAX DEPTH STORM TRENCH 5' MAX DEPTH FIRE TRENCH 5' MAX DEPTH UTILITY TRENCH SECTION E - AREA 3 S50�-25 SCALE: NTS SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W47003311 ABAM I MGW 06/21/18 REVISION DNR 40.13 10' MAX DEPTH VAULT TRENCH 5' MAX DEPTH UTILITY TRENCH DNR 25' MAX 18.80 PER ESMNT 10' 23.0' 10' Min Min 58.50 5' MAX DEPTH UTILITY TRENCH 5' MAX DEPTH FIRE TRENCH 303.0' 43.4' 70' MIN 0 N TEMPORARY SHEET I PILE WALL z o J O Oco co ---- ---_____------ I 15 23.0' 10' 41.8 Min Min 48.1' 49.9' 93.8' 10' MAX DEPTH 7' MAX DEPTH 3' MAX DEPTH 5' MAX DEPTH 5' MAX DEPTH VAULT TRENCH STORM TRENCH SLOT DRAIN UTILITY TRENCH DOMESTIC WATER 7' MAX DEPTH 5' MAX DEPTH SUBGRADE IMPROVEMENTS STORM TRENCH AT PILE SUPPORTED STRUCTURE REMOVAL 3' MAX DEPTH SLOT DRAIN 10' MAX DEPTH STORM TRENCH C SECTION C - AREA 3 500-25 SCALE: NTS 257.77 148.19 1 109.6' In 70' MIN 10' 23.0' 5' MAX DEPTH Min FIRE TRENCH 3' MAX DEPTH SLOT DRAIN 7' MAX DEPTH STORM TRENCH SECTION F - AREA 2 -LJ 3UMI-1 : IN 1 J BY I APPROVED I DATE Q� BOE/NG° o'- SECTION A AREA 1 TOWPATH NORTH 500-25 SCALE: NTS CD z a W L.� 131.2' DNR I 17.9' 21.4' 70' MIN 0 oil 10' 23.0' Min --d 10' MAX DEPTH VAULT TRENCH 5' MAX DEPTH FIRE TRENCH TO BE CONSTRUCTED 5' MAX DEPTH UTILITY TRENCH DURING CLOSURE 7' MAX DEPTH STORM TRENCH (m SECTION D - AREA 3 S50�-25 SCALE: NTS 216.3' 325.9' 179.7' 136.5' N 00 1 10' 16.1' L, EXISTING z FLUME 0 m---------------------------------------------- m 5' MAX DEPTH 7' MAX DEPTH STORM TRENCH UTILITY TRENCH 5- 18" MAX DEPTH SLOT DRAIN ' MAX DEPTH FIRE TRENCH 7' MAX DEPTH STORM TRENCH v WA 2 1 x 0 28579 �SIDNAL���� ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE MGW SECTION G -LJ JI-HLC: IN 13 Al L SUBTITLE 06 21 18 06 21 18 TITLE 06/21 /18 CIVIL MASTER I CD z a J_ m 109.6' 70' MIN 10' 23.0' Min 3' MAX DEPTH SLOT DRAIN 10' MAX DEPTH STORM TRENCH AREA 2 CIVIL PERMIT MINIMUM CONSTRUCTION SETBACKS APRON R INFRASTRUCTURE RENTON SITE SITE N 00 1 CD z 0 J m R-4013124 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/21 /18 SHEET S500-26 S24- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-S500-26 7 0 N N 00 N L 0 z E 0 c 0 ca J SYM REVISION — APRON R INFRASTRUCTURE IFr, BY W47003311 ABAM NOTE: VAULTS OWS-065 AND RTU-15 SHOWN P LAN - SCALE: 1 "=5'-0 APPROVED I DATE MGW 06/21/18 SYM COFFERDAM A LAYOUT REVISION BY I APPROVED DATE WATER VAULTS T PAVEMENT 1T "H" MIN 5 0 5 10 1 " = 5' scale feet L G. ASFj! BOE//V� a � w ✓j l'�1, 28710 �s1�NALG i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 SEE CIVIL PLANS AND ENVIRONMENTAL RESTRICTIONS CONCERNING VEGETATION AREAS. nAr'l, „r- rinncci irn ni inn [CIVIL PERMIT] CIVIL MASTER COFFERDAM PLAN APRON R INFRASTRUCTURE RENTON SITE SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013125 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/21 /18 SHEET S500-27 S25- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—S500-27 C'7 i LU WE 0 N N 00 N L 0 z E 0 0 ca m J 0 w of z c� w O N (n a CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 m 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. I X\ n SECTION 5500-27 SCALE: NTS SHEET PILE COFFERDAM SEE TABLE 1 TABLE 1 DEWATERED NOT DEWATERED H SHEET B MAXIMUM ANTICIPATED DEFLECTION SHEET B MAXIMUM ANTICIPATED DEFLECTION 5-0" AZ26 34.5' 10" AZ23-800 32.5' 8" 7'-0" AZ36 34.5' 11 " AZ28-700 33.0' 9.35" 9'-0" AZ46 38.5' 13" AZ32-750 33.5' 9.33" 11'-0" AZ50 41.5' 19" AZ36 34.0' 12" NOTE: STEEL GRADE 50ksi 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 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. SYM REVISION BY APPROVED — APRON R INFRASTRUCTURE W4700331 ABAM MGW A CITY OF RENTON COMMENTS W4700331 ABAM MGW B I REID MIDDLETON COMMENTS W47003311 ABAM I MGW DATE SYM 06/21/18 10/01/18 11/15/18 REVISION BY I APPROVED I DATE 1 /4" CHAMFE TnTAI C`nA Al SECTION - TRENCH @ TOE PATH —28 SCALE: NTS TOTAL SPAN STEEL PLATE COVER TABLE 2 SPAN PLATE "A" (FT) 5'-0" 2'-0" 1 3/8" 5.0 6'-0" 3'-0" 1 3/8" 5.0 7'-0" 4'-0" 1 3/8" 5.0 8'-0" 5-0" 1 1 /2" 5.5 9'-0" 6'-0" 1 1 /2" 6.0 NOTE: STEEL GRADE 50ksi, MIN PLATE WIDTH 8' L G. , IV ff"A®5//V" a 28710 GRAi SS��NALyG SHORING TABLE 3 H H1 H2 D T (IN) S 11'-0" 3'-0" 4'-0" 7'-0" 1.0 S 9'-0" 3'-0" 4'-0" 7'-0" 1.0 S 7'-0" 2'-0" 3'-0" 5'-0" 3/4 S 5'-0" 2'-0" 0 5'-0" 3/4 NOTE: STEEL GRADE 50ksi 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 ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE MGW i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 Al L SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE EADED SPIKE* @ 18" iIN 6" OF EACH EDGE NE SIDE OF TRENCH ,/8"012" EPDXY ANCHOR ® 18' ERE ADJACENT GRADE IS =TE PAVING. CIVIL PERMIT COFFERDAM & SHORING DETAILS r_�,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013126 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' ""' D " ' ` 11 / 15/ 18 S%1300-28 S26 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-28 CIVIL MASTER SITE EDGE OF 3/4" STEEL PLATE OR CONCRETE VAULT WALL 3'-0" , 3'-0" , 6" , VAULT HELICAL ANCHOR LOCATIO REQUIRED AT EACH VAULT CHANCE 8"/10"/12" HEL PIPE SHAFT. EMBED PER ON SHEET S500-25. CAF CHANCE PILE CAP PART BOLT FOR UPLIFT NOT RE NOTE: ADDITION HELICAL ANCHORS' LOCATION IF REQUIRED /,I:) STORM WATER VAULT FOUNDATION PLAN 1 0 1 2 50�-29 SCALE: 3/4 = 1 —0 3/4" = 1'-0" scale feet Cn J J Q d- Cn N CHANCI PART C T AL ANCHOR ION ". ULTIMATE 40,000Ib dOR fn SECTION - STORM WATER VAULT FOUNDATION 50�-29 SCALE: 3/4" = 1'-0" 1 0 1 2 3/4" = 1'-0" scale feet CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS BY APPROVED DATE SYM W4700331 ABAM MGW 06/21/18 W4700331 ABAM MGW 10/01/18 A� SECTION - VAULT CONCRETE PAD FOUNDATION PLAN 0-25 SCALE: 3/4" = 1'-0" 3/4" = 1'-0" 1 0 1 2 scale feet NOTES: DUE TO HIGHLY VARIABLE SOIL CONDITIONS AT THE SITE, INSTALL ADDITIONAL HELICAL ANCHORS IF DESIGNED ANCHORS DO NOT REACH DESIGNED CAPACITY. REVISION BY APPROVED DATE BOE//V� " ONCRETE PAD. SEE S500-25 PAD LENGTH AND WIDTH FAWWWWur:MMIANALM:IAINd i BergerABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 CIVIL PERMIT INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013127 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN RGP DATE 06 21 18 SUBTITLE STORM WATER VAULT SUPPORT DETAILS CURRENT REVISION W4700331 SYMBOL A DATE 10/01/18 HE CHECKED SPT 06 21 18 SHEET S 50 0 2 9 S 2 7 ENGINEER MGW 06 21 18 TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE CHECKED APPROVED RENTON SITE JOB NO. COMP NO. W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—S500-29 7 0 N N 00 N L 0 z E 0 0 ca J JACK NO CAPACITY 11 12 KIP O2 10 KIP CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM - I APRON R INFRASTRUCTURE REVISION nl "..n G..1 G' n" T/n BY W47003311 ABAM APPROVED I DATE MGW 06/21/18 SYM AS REQ'D TRENCH SHORING. SCALE: REVISION ME ffM BY I APPROVED I DATE EXIST PAVING L G. � SFj! BOE//V� a �✓j l'C'1, 28710 �s1�NALG L = 25-0" MAX V. IVI ILI\L \InV II IV VVI YVI I I\/1 YJ ni\L LI VVV VIV I LI\LV DURING THE INSTALLATION SEQUENCE, NO FURTHER INSTALLATION SHALL BE ALLOWED UNTIL THE CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. 4. STEEL SHALL CONFIRM TO THE FOLLOWING: W SHAPES ASTM A36 Fy = 36 KSI (OR BETTER) ANGLES/CHANNELS ASTM A36 Fy = 36 KSI PLATES ASTM A36 Fy = 36 KSI TEMP SHORING OF UTILITIES 00-30 SCALE: ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE IMGW i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE 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 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. CIVIL PERMIT NOT USED r_�,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013128 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N21IV,,0l1xxsl 06/21/18 S500-ou S28 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-30 CIVIL MASTER SITE NOTES: (E) M8 AT BLDG PERIMETER. PACK NON -SHRINK GROUT UNDER CHANNEL (CONT) BETWEEN ANCHORS, TYP I J 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 I I I NOTES: 1. WELDING PROCEDURE SHALL ACCOUNT FOR WELDING OF MILD AND GALVANIZED STEEL. 2. AFTER WELDING, APPLY TWO COATS OF BOEING APPROVED PAINT SYSTEM OVER ALL GALVANIZED SURFACES, TYP. 7" (TYP) 3/16 ANCHOR, TYP AT EA BLDG CORNER. SEE NOTE 2 PLAN- ,BH BUILDING 4-401 CREW SHELTER SCALE: 1 /2„= 1 -0 S500-40 N W c 12' -4" PL1/4x52x12'-6", NOTE 2 c-3i 0 J (3.i� 0 ,, CAP PL1 /4, TYP (4 TOTAL) co I co N I N rL I `tXJ2y,12 —U , IVV I C L 6'-3" HSS44, TYP PLAN VIEW 12'-6" II II II II II II — — — J—I-- ELEVATION i� 7 TYP I� I I I � PL1 /4, TYP sso�o WORKPOINT AT � END OF STAND. REFER TO SHEET C500-56 FOR COORDINATES. 2a:1 S500-4 TYPICAL HAR D STAN D FRAMING SCALE: 1 /2 = 1'-0" c 1. ALL STEEL MEMBERS SHOWN SHALL BE HSS4x4x1/4, TYP, UNO. 2. ALL STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED AND PAINTED WITH TWO COATS OF BOEING APPROVED PAINT SYSTEM. TOUCH UP ALL WELDS WITH ZINC RICH COATING AND PAINTED. 2'-6" �OO S0 I PL1 /4 S50�-40 PL1 /4 ELEVATION M 1 7/ A .. 4 n� n I n 1"± T, TYP GALV PL3/4x10x0'-10" I I OVER 1 " MIN TYPNON-SHRINK GROUT, TYP TYP— — — — — — — — — I I __ _________ I I _ o_ EPDXY ANCHOR 3/4"0 HILTI EPDXY ANCHOR (3) 3/4" _____ TI - HAS-E B7 THREADED ROD HILTI HAS-E B7 THREADED II II II I TYP W/4" EMBED DEPTH, W/HIT-HY ROD W/HIT-HY 200, II II II 1 1 200, TYP (4" EMBED DEPTH), TYP I I I j l I 3/16 T,o I I nn 1 1 /2" (TYP) DETAIL - CHANNEL BASE CONNECTION SCALE: 3" = 1'-0" S500-40 DETAIL FRAME CONNECTION SCALE: 3" = 1'-0" 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 ASTM 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 RESPONSIBILITY 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 ASTM B633 TYPE III SC1 FINISH, UNLESS NOTED OTHERWISE. 6. AFTER ASSEMBLY, APPLY TWO COATS OF BOEING APPROVED PAINT SYSTEM OVER ALL GALVANIZED SURFACES, TYP. UNISTRUT P1380 FLAT PLATE FITTING UNISTRUT POST BASE P2072A SQ. W/ (4) EPDXY ANCHOR 4" 0 HILTI HAS-E B7 THREADED ROD W/ 4" EMBED DEPTH W/HILTI HIT-HY 200, TYP S500-40 3'-0" 0 0 0 l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0 0 0 0 0 UNISTRUT P1000 DETAIL - FRAME CONNECTION SCALE: 3" = 1'-0" 0 0 0 0 d . .° ° d d v d d v d ° d °v d d ° a v d d ` d� .d°C .• .QQ a Q a °. ;d° .Q Q d ° A . DETAIL - LITI LITY STAN D UNISTRUT SCALE: NTS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE APRON R INFRASTRUCTURE W4700331 ABAM 01/30/18 BOE//V� i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. DATE MGW 06/21 /18 I / 4 v DETAIL - FRAME BASE PLATE SCALE: 3" = 1'-0" CIVIL PERMIT 4-401 CREW SHELTER & HARDSTANDS APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE S50�-40 R-4013129 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/21 /18 SHEET S500-40 S29 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-S500-40 I 75 Q N CO CD u; 0 Z 0 1= .E 0 ca J MATCHLINE,SEE SHEET G82 MATCH LINE, SEE SHEET G80 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 P. of WA �f x 31271 w� ��ssioNaL scale feet //i, ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE IAI L SUBTITLE 10 01 18 10 01 18 10/01/18TITLE 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. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT THE "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) AND THE APPROPRIATE BOEING OFFICIAL 48 HOURS MINIMUM BEFORE DIGGING FOR LOCATION OF UTILITIES. CIVIL PERMIT, EXISTING CONDITIONS r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401313 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 U1 W4700331 J `' A ""' ` 10/01 / 18 G81 G12 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—G81 CIVIL MASTER SITE WE N N 00 N L 0 z E 0 c 0 J SYM I REVISION APRON R INFRASTRUCTURE SECTION SCALE: 1 /2" = 1'-0 COLUMN AT G1 PARTIAL PAN - COLUMN AT G1 3 SCALE: 1 /2" = 1'-0" S534 7rN BY I APPROVED I DATE I SYM W47003311 ABAM 1 101/30/181 REVISION BY I APPROVED DATE � BOE/NG° 9— #5 @ 12" OC PAVEMENT, SEE PAVEMENT SECTIONS DETECTABLE WARNING TAPE CSBC, SEE PAVEMENT SECTIONS 1 #5 @ 12" OC EPDXY GROUT TO (E) FLR SLAB (6" EMBED) p � U m 00 Q � � p p RIMLLJ (E) FLR (D CONC SLAB N z 2" 0 COMMUNICATION CONDUIT YO AIR LINE SEE NOTE 1 BELOW GEOTEXTI LE AS 00 °0° oa o ° °o ° °o 0000000 o 00 0 000000000000000000000000 REQUIRED 0°00000000000000000000 FOR OVEREXCAVATION. 60000 0 010000000000000 0 0 0 0 000000 SEE NOTES 00 00 ° °0000 - ° °0 ° °0000 ° 0 ° 0° 00 QUARRY SPALLS AS REQUIRED FOR OVEREXCAVATION. TRENCH WIDTH SEE NOTES PER PLAN NOTES: z co o 0 1. CENTER AIR LINE IN TRENCH WHEN ONLY UTILITY PRESENT. 2. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 3. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET G2. 4. 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. C n i1 .7 12" MIN OVEREXCAVATION AS REQUIRED SEE NOTES, TYP COMM CONDUIT CONN TO (E) COL SCALE: 1 " = 1'-0" S534 PARTIAL PLAN - BLDG 4-20 AT GRID GI SCALE: 1 /4" = 1'-0" i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JKM 06 21 18 �Y1E �1 THIS DESIGN AND/OR CHECKED wOV WA3Fjf�� SPECIFICATION IS APPROVED LEH ENGINEER 06 21 18 TITLE A ;2 APPROVED BY DEPT. I DATE BEM 06/21 /18 �SIDNAL���C' D 2,-9 I I D D 2 D 4 L- ,J 11 S5 4 2'- 4 E361 (E) COL (W6x 15*) COMM CONDUIT PER ELECTRICAL W/ CLAMP TO UNISTRUT MEW m� UNISTRUT P 100 AT 6'-0" OC MAX 1. SAND OFF FINISH. 2. DEGREASE SOLVENT TO CLEAN SURFACE. 3. PATCH UNISTRUT FINISH AS REQUIRED. * FIELD VERIFY DIMENSIONS COMM CONDUIT CONN TO (E) COL SCALE: 1" = 1'-0" CIVIL PERMIT STRUCTURAL MASTER PARTIAL PLAN & DETAILS APRON R INFRASTRUCTURE BUILDING 04-020 GENERAL NOTES 1. REFER TO SHEETS C81 - C85 FOR OVERALL SITE PLAN DESIGN. 2. FOR UTILITY TRENCH SECTION 2 OUTSIDE OF BUILDING, REFER TO C50�-3L 3. IF FIELD CONDITIONS VARY FROM THOSE INDICATED ON PLANS AND DETAILS, CONTACT BOEING CM FOR DIRECTION. DATA CONDUIT, SEE ELECTRICAL 2� COMPRESSED AIR LINE, SEE MECHANICAL BUILDING WALL ® EXISTING UTILITY VAULT NEW ELECTRICAL BOX AND ELBOW © NEW BOLLARD, SEE C500-5C R-4013130 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/21 /18 SHEET S534 S30- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 04-020-S534 M O 0 w o_ N N 00 CD L O z E O c O cu w cu J SYM - I APRON R INFRASTRUCTURE REVISION BY W4700331 ABAM P LAN SCALE: 1/8" = 1'-0" 0 APPROVED DATE SYM 01/30/18 REVISION BY I APPROVED I DATE WA9�`..��� ""A/AW" �p nT 28579PAL vti�w ��s`SjoNAL���' ACCEPTABILITY JKM THIS DESIGN AND/OR CHEI SPECIFICATION IS APPROVED LEH ENGI APPROVED BY DEPT. I DATE BEM i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE L LEGEND GENERAL NOTES: CONSTRUCTON NOTES: REMOVE GUARDRAIL AND POSTS. REFERENCE MAGES MASTER—S\04—BLDGS\04-041 \RASTER\057S6A.TIF (104-041-1057 S-6A) CIVIL PERMIT SLAB PLAN BUILDING 04-041 R-4013131 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1►1c���l1YSsl 06/21/18 1S61-R S31 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 04-041-1 S61—R STRUCTURAL MASTER CONDUIT GROUP 2'-9 1 /2„ * 9,-5„ 1 ' 61-7 /2„* o o / � El /4 / / (4) 4" 0 CONDUIT Ljj PER ELECTRICAL 1 (N) BOLLARD PER 4'-6"* 6 " S502-2 15-0" 15-0" 8'-9" UL EL 179'-0" EL 174'-53/ BOT C_HOF EL 160'-0" UM UN PARTIAL PLAN - FIRST FLOOR SCALE: 1/4" = 1'-0" 1S61 S5 2-1 N up EL 127'-0" EL 172'-0" C8 GIRT EL 165-0" C8 GIRT EL 158'-0" C8 GIRT EL 151'-0" C8 GIRT _ EL 144'-0" 8-0 C8 - � C8 GIRT LLJEL 140'-0" _ (E) W1434 MAX (E) W14x34 ,q (E) W143 / S502-2 N E_L 137'-0" -- - I - -- - �,.� -- -C8 GIRT EL 127'-0" MEZZ � OF EL 114'-0" EL 100'-0" SYM REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 ABAM 1 101/30/181 REVISION BY APPROVED DATE EL 130'-0" C8 GIRT TYP EL 123'-0" C8 GIRT EL 116'-0" C8 GIRT EL 109'-0" 58"Wx26"H L BOE/NG° o'— EL 133'-3"f (N) BOX _EL 130'-0" C8 GIRT DBIL L (4) LOC DETAIL EAST WALL AT GRID SCALE: 3/8" = 1'-0" 9 11.1 10.1 FI 179'-0"� FI 174'-53 _ EL 172'-0" C8 GIRT FI 165'-0"` �' - _� (E)C8x11.5, TYP _ EL 165'-0" TC8 GIRT ROT CHORD EL 160'-0" �1 1 FI 127'-0" CD I CD N CD I 0 MF77 OF BEAM EL 114'-0" CD WAS �w I�o 2 � x C�;, 28579 RAL ��IDNA� L��� W10 (E) 36x48 PULL BOX 2 S502-1 � I EL 128'-0" 0 _ EL 158'-0" C8 GIRT %" 0 SAG ROD, TYP _ EL 151'-0" C8 GIRT _ EL 144'-0" I C8 GIRT -(N) 72x36 PULL BOX EL 137'-0" _ --�� C8 GIRT EL 135'-0"± _ EL 130'-0" C8 1 GIRT -- I 1 EL 123'-0" _ C8 GIRT ��I I EL 116 -0 C8 GIRT - - EL 109'-0" _ C8 GIRT ELEVATION i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JKM 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED LEH 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEM 06/21/18 SCALE: 1 /8" = 1'-0 LEGEND * FIELD VERIFY (FV) GENERAL NOTES: 1. DIMENSIONS NOTED TO BE FIELD VERIFIED MUST BE COORDINATED WITH EXISTING CONDITIONS. CONSTRUCTION NOTES: REFERENCE DRAWINGS 104-041-1 S61.DWG 1057S46.TIF EAST WALL AT GRID CIVIL PERMIT PARTIAL PLAN AND ELEVATIONS APRON R INFRASTRUCTURE BUILDING 04-041 STRUCTURAL MASTER S61IS502-1 R-4013133 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/21 /18 SHEET S502-1 S33 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-041-S502-1 Q 0o al 0 0 I 0 0 0 J r 0 c m ry m 0 co 0 N 0 0 0 0 0 0 J N a� !n w 0 LL H 0 0 w 75 Y N IL a- 00 0 N 0 to a� E 0 U N 0) C (>3 L Q !n c>3 !n J / 11 I-•\I•\I\li Ili r. � 1.. 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PLANTING AREAS A, B & C. SEE PLANT LIST. AREA A = 2,844 SQ.FT. AREA B&C = 6,424 SQ.FT. EXISTING ASPHALT REMOVAL AREA (1,785 SQ.FT.) v v v o v v v EXISTING UTILITY REMOVAL PLANTING AREA 0 0 0 0 0 v v (15,880 SQ.FT.) SECTION B p rc B SECTION A GENERAL NOTES I I . L02 L04 B 0 1. AERIAL IMAGERY WAS USED TO MAP AREAS OF INVASIVE e L02 I VEGETATION. I MH 2. SEE L03 FOR ADDITIONAL PLANTING AREAS. 0 0 \ / 0' 20' 40' 60' * ACTUAL SITE CONDITIONS MAY VARY. CONTRACTOR SHALL / ! CONFIRM SIZE OF AREAS FOR GRUBBING EXISTING MH�R01-43 _ It I ,. 0 TW 1852 \ \ a' �/. / /. / / 1" = 40' \ RIM:18./ VEGETATION AND REPLANTING PRIOR TO CONSTRUCTION. PLANTING AREA 20 N CD z 4-1 15 10 20 VIEW LOOKING FROM EAST TO WEST SECTION A N.T.S. 20 15 10 30 SYM I REVISION I BY I APPROVED I DATE I SYM I REVISION I BY I APPROVED I DATE 1-11 °' 20 N �. 15 x u SECTION B N.T.S. Q� BOE/NG° C'- PLANTING A D C A 10 20 VIEW LOOKING FROM EAST TO WEST ACCEPTABILITY SID THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SD ENGINEEF APPROVED BY I DEPT. I DATE CHECKED 20 15 10 30 15.1' Alt SUBTITLE 5-18-18 5-18-18 TITLE APRON R INFRASTRUCTURE RENTON SITE SITE CONSTRUCTION NOTES 1� PROVIDE COIR LOG AT EXTENT OF PLANTING AREA. SEE DETAIL A L05 PLANT WILLOW FASCINES ADJACENT TO COIR LOG PER DETAIL B L06 CONSTRUCT TEMPORARY HERBIVORY EXCLOSURE PER DETAIL p L06 CURRENT PLANNING amorganroth 12/21 /2018 amec foster wheeler CIVIL PERMIT IIIIIIIIIIIIII10 T CURRENT REVISION SYMBOL DATE W4700331 — 06/08/18 SHEET L02 L3— JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. LY16160400_100_ABAM N T LO O O O T N 0 00 0 N C O L, E Y O 0 m O c� m J (E) METAL SIDING CONDU PIPE C UNISTR UNISTRUT P1000 ATTACH TO (E) ( (3) Y" O SELF—T/ SCREWS @ 12" (E) COL BEYOND DETAIL - SCALE: 1 " = 1'-0 (E) GRADE BEAM—/ DETAIL - SCALE: 3" = 1'-0 PULL BOX PER ELECTRICAL. FASTEN TO (E) SIDING — C, 2'— 1 " * (E) C8 WIND GIRT 116'-0", I,_0„ CONDUIT AT WIND GIRT (E) M EL CONDUIT ' PIPE CLAP UNISTRUT UNISTRUT 8'-0" OC Y4"O SELF SCREWS EL (E) COL E (E) C8 WI DETAIL - SCALE: 1 " = 1 '-0 CONDUIT AT WIND GIRT UNISTRUT POST P1001 (N) 1 (2) LOCATIONS (2) EPDXY ANCHOR (2) 3/4" 0 HILTI HAS—E (N) E B7 THREADED ROD W/HIT—HY 200, (4" EMBED DEPTH), TYP (E) P UNISTRUT POST BASE P2941 UNISTRUT POST BASE CONN F)I A N I NOTES: 1. FIELD VERIFY HSS MEMBER HAS SUFFICIENT DEPTH TO ALLOW NEW UNISTRUT TO PASS OVER EXISTING CONDUITS. DETAIL SCALE: 1 " = 1 '-0 SYM REVISION APRON R INFRASTRUCTURE CONDUIT SUPPORT (E) ANGLES UNISTRUT P1000 1ECTRICAL CONDUIT 41 PIPE CLAMPS TO JNISTRUT 4 5502-155 2-2 BY APPROVED DATE SYM W47003311 ABAM 1 101/30/181 REVISION Cc DETAIL SCALE: 1" = 1'-0 —IPE W/ CONC, TOP TO BE X BOLLARD BY I APPROVED I DATE d. 40 STEEL PIPE. YELLOW PER 37 STD SPEC CONC AWAY PIPE TO DRAIN �VEMENT. AS REQ'D CONC BASE f'c=3000 PSI (28 DAY) S502-11 S502-2 DETAIL - DUCT BANK SCALE: 3/4" = 1'-0" LEGEND a INDICATES CONCRETE * FIELD VERIFY GENERAL NOTES: 1. FASTENERS REFERENCED AS "SCREW(S)" IN DETAILS ON THIS SHEET SHALL BE METAL TO METAL TO METAL SELF —TAPPING, SELF DRILLING, CARBON STEEL SCREWS, ELECTRO—ZINC PLATED. PAINT TO MATCH BUILDING. AT EXTERIOR LOCATION WHERE HEAD IS EXPOSED, SCREWS SHALL BE FURNISHED WITH NEOPRENE GASKET. SCREW LENGTHS SHALL BE DETERMINED SUCH THAT FASTENER EXTENDS A MINIMUM OF 1 /2" PAST BACK SIDE OF FURTHEST PLY BEING JOINED. SCREW SIZES SHALL BE DETERMINED BASED ON THE TOTAL THICKNESS OF STEEL PLIES BEING JOINED AS FOLLOWS: t < 1 /4" # 10 1 /4" < t < 1 /2" # 12 t > 1 /2" 1 /4" 0 DRIVE STYLE HEAD AND INSTALLATION INSTRUCTIONS PER MFR. 2. SIDING SHALL BE REPAIRED AND WATERPROOFED AT NEW PENETRATIONS. 3. UNISTRUT PART NUMBERS INDICATED ARE TAKEN FROM THE CURRENT VERSION OF THE GENERAL ENGINEERING CATALOGUE (No. 17). CONTRACTOR MAY USE APPROVED EQUAL. 4. UNISTRUT FRAMING MEMBERS SHALL BE 12 GAGE STEEL AND SHALL CONFORM TO ASTM A1011 SS GRADE 33. 5. 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. 6. CONTRACTOR SHALL USE ONLY UNSTRUT 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 THE DETAILS OF THIS SET OF CONSTRUCTION DOCUMENTS, HOWEVER THIS DOES NOT PRECLUDE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL CONNECTIONS AS SPECIFIED BY THE ENGINEER AND/OR AS RECOMMENDED BY THE MANUFACTURER. 7. 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 ASTM B633 TYPE III SC1 FINISH, UNLESS NOTED OTHERWISE. 8. PAINT UNISTRUT TO MATCH SIDING. 9. WELD UNISTRUT AS FOLLOWS: SAND OFF FINISH. • DEGREASE SOLVENT TO CLEAN SURFACE. REPAIR EXISTING COLUMN AS REQUIRED. • PATCH UNISTRUT FINISH AS REQUIRED. CONSTRUCTION NOTES: REFERENCE IMAGES 04-041-1 S11.DWG 1057S5.TIF 1057S11.TIF 1057S13.TIF 1057S46.TIF 'i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206) 431-2250 CIVIL PERMIT =0 UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY JKM 06/08/181 — S�E THIS DESIGN AND/OR CHECKED DETAILS W4700331 06/08/18 of WA3A, �r LEH 06 08 18 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE z APPROVED BY DEPT. DATE BEM 06 08 18 S502-2 S34 CHECKED ro �r �xs�9 �.$ ww BUILDING 04-041 JOB N0. COMP N0. ��Ss�UaAL E APPRovED W4700331 ONAL 6 APPROVED STRUCTURAL MASTER RENTON, WA DWG NO. 04-041—S502-2 00 C) CM C'7 C) C) 00 T 1 CU a- 00 O N O C 7 C 0 00 C) CM C'7 C) C) 00 T 1 CU 00 C) CM C'7 C) C) 00 T 1 CU a- 00 O CV O C 7 C 0 0) Q CID Q 0 I 0 �I 0 0 0 (D J O C 0 ry m C 0 m 0 C\1 O O 0 0 J N a) C� W U li H 0 U w 75 Q Y N i.L a- f0 0 N O fn a) _0 E O 0 U) a) a) c>3 fa (n ft) (n m J )IIIW' I I IilllIII ' III;,, -.' 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' �'\� \ \� \ \ \ \\ \\ \\ \ I I 1 ` 1 1 1 I\ ` \ \ ♦\ `\` - -Y-------- �__� ��� ----'/i!! / t ��'/ _-I I I I IIII -I// %/! / 1 \ I \ \l - - _ - - �__-_',� '///r!J •° a ' f \ ♦ \ \ \ IIII\,\\ 111 \\ \\ \\ \ _____�--'''/'------------- _'r 'r\\��� �z --- \ \ \ \ \ l \ 1 \ 1 \ - _ �' r� ' �- �/ ,///iii-_� \ \ \ 1 1 \ \ 1 1 1 _ ''. _-_-'_ _ I 1 I 1 I IIIII `�/� �//i J � l \\\ /)' /,/ � ��'-- __--' `' // r-,/ �rJ li '�� (\ \\\♦\\ i ! j � \I\1\\ 1 \l 111 1\ \\ \\ \\ \\ \`\_----_'_----'-----_ :-----''ter __ �;� '/��r�'l'/ter --�•_� _ - :�'i// %%/r//j / / / / / / >I 1 — — 1 I I I I IIIII / ' /'' I I I I I`'- ! / / `,l \�-' , 1 1 1 1 I `,vsa �> ,�•.• l I \ \ \ \ I I I 1 1 1 \ \ \ ir \ --' _'/ / / /i'�'_— �r-''' - - -' / r— - -- \� _r --_' - , irL 1 1 1 1 \ \\ \ \ \ \ _ �'' / /°�► r-- i ♦ y , ,Y_ c� �N / i // / / / r I \ 1 I \ \ \ r - r / -/_ \_/��- \ -__ -/ ,J /i / L--'\// irir �{ / ;) 1 1 1 1 \ \ \\\ :.�� '' i/r- / `� / ! e�_J T1-�1-^ /' \ \ ` l \ \ \ \ \\ \\ ° t. 1 I+ 1 °� \ \ \\ ��__ - `_ //// / i //,ice ice/ '-\_ /, r^\�` - \ \/-- n / r j �li _ __ / \l I / i /-/rtl `~`` C\ r \)� \\ \ \ [ \ 1 1 \ \\\\ `\\ �\ -� `�i` r / 1-^ \\\_�°� ' /r l*1 \Ir/' "n 1 1 \ \ \ ^` \` ! C J _\_- PROPOSED SHORELINE PLANTING AREA (0.14 ACRES); PLANT WITH NATIVE VEGETATION INVASIVE PLANT REMOVAL AREA (0.16 ACRES); REMOVE INVASIVE VEGETATION AND REPLANT WITH NATIVE SPECIES. EXISTING ASPHALT REMOVAL AREA ---r— -- \♦____�—r �. -r I �11 I GENERAL NOTES: ) <� t f 1\aJ (f.'r). on•. / c q \ - a\-\_ ram- - .. -. G r T\1 s t �°� ° 1... C ll`\• 1 I I 1 / , / / a o \� t 1�, hr I I II I I ,-- llll/ll / { \\ \ } rf�� t �\ t `\ i r k% \ 1' FI� rr r _ / 1 ems' �7 sHlF I / -^ r o r� \ t s^C �\ 1 . \ •� ��r>` mac'\ \ �� ° J f ( 1 F / I I I I I ' _,,.,\ ' ' r x r \ r r `' a 1 1 1 1. POINT OF CONNECTION SHALL BE ONSITE AND FURNISHED BY \ \ \ \ r S\� ` • - l J \ f T ,\ \t . / ,\\ ti- J \ mac' _ r^ \ ✓J-k /l /rr ° `l ail / /\\ \\\ \ `\ t\✓ \'�'� \,sy J\ .\ . r ( \ `\ 1 , r1!/-�\`\ \7 c //r ./ , I I I III OWNER. / A f\ \ ♦ \\ " \ )I-- ^,rrat. \. r ) J 71 �/ r2r)e \ <.r^ 1 I / / \ r C c tJ` / / // It // I I I I \ - / / >\ ✓ \ \ / \ _ u` li c < t` o • f / 1 \ / / / ' I I I I I 4 _�\ \ t�• __-r ) _ \ / / ) '�" >t1. t^.V`1 ` \\ •�-.._r ,/ \ \�- -�.,�•rr"I J.."� y2 // / /I 11/ < \ \ , 1 (- .rw--_ \ J - _ s s r r. 01 /„ rl�� f, _t ,J / ; / IIII " 2. THE IRRIGATION SYSTEM SHALL BE TEMPORARY; PIPING \ / pIN'/"j / \ \ \` \` \ \ =J / ! �/l \ -/ J• S7 c s3 4 �ayF- .. a �o , `t- c r J /,/ 1 / / / I l I / / / / `\ `\ _` �,�, %',-\ I , \�-s�,=_� r °°r_/ �' /'/ / /, / I 11 I y I I SHALL BE ON -GRADE AND SECURED TO GRADE. THE SYSTEM \ / - \ -\ \ / - -Il'' rr'' )~ ) t ra�_ ^ c� 1" s o `'r Y r' // / / / ----- \ \ \- ii (\\--' `\ - - - > ! \rJ- vi �)_,. �' ,� r�IJ t r r _/ \ \\� _ __--' (\\\� -- I° ^ (� ll�^I\I,\rs,�r / 1 0. ts7<�r�� -' r `Ijf� C c,. �t �J� Ys r� r'J-''i �- --_J' / ,/ / / r I I I I I I \ ! __ ; � `.�\ \�; t __=-] Jr-- J •r; d�`°� ��. , M c� � ,.� <' � rr - , ,- (/ /• I i I I' I I SHALL OPERATE FOR A PERIOD SUFFICIENT TO ESTABLISH 7 " � - _ ;_-_--_-___-_---__ r� WAS H I NGTI---Q,,l_>;\ __ -__ r^��� `--� ) r1�PLANTS AND SEED MATERIAL AND TO PROVIDE FOR \ \ \\ �" —__ �—a it \ /.� ) it �': 1 • ` ` ,^\ _ \\\\ \ \ `//� ____-__--� — ^\J\ J L ° ' y 4 ° J •^ J—J ,r --' �'"- = VEGETATIVE COVER SO AS TO ----------\_ . `\----__-- - �'� �: ",.' ` = g^ `' 'f J r' - . ) _'- !' ; l / - IIIII I n I SUFFICIENT GROWTH OF \ / r`- \\\ . - �: ° _�\,\r. h PREVENT SOIL EROSION. - \ \ \ \ /\ / \ \\`� -_/ -__--- -�`\ �` `` ,\�lr `\1 th° •° 1 it R % •� ^ =`j L ��r - ±, r r n\^` _ -'O I1rL.ITIES ABANDONDED \ \ \ \/ / \ _ / _ - _ _ _ _ - \ \ ° \ 1 0 (\ ti lv., p 4� r /' /' ` ^' / / / / ' / 1 1--- --- WRH PAVEMENT REPLACEMENT \\ �\ N. ---_....�` \ \` \`-_/ /' _ \ \\\\ r ~\ , ve r \ • ° °-� "°o, t' �)j(A• � \r I',1 4► ' ' `-__ J J r/ // / / /'-'' \- i I V I y I 1993 �o \\ `„^_ (--- _ \: \.•r )- r\ �\ ,;_ ! _ �- // / / / (- 7 I i I I 3. SYSTEM SHALL BE DESIGNED TO OPERATE CORRECTLY AT �. \ \ a c � ti ° � 1 0 . r t"� V tom' r„r/�'�,\o -ti y, 1 o as � V �„) —'_— .../ N. \ / __ -- � \ \ \ \ \ L•:. =, c ° '\'' c ri � r r a o 1 k, _ �_ �- _- � _ /<' r _^�..-.- / / / / I I ' I ---- '// h )��� ;� J '+ ' \ \ _- _-' -_ /' - ' ' // / // THE LOWEST AVAILABLE OPERATIONAL PRESSURE EXPECTED � "� r 9� •��T 1• ° `['tt7l �(1 rfe y1 r l To/_-- \\\ -/.'- i _ l// , \ • C y'rx < C �911 S .L1`-- �— _— --- \ \ \\�i- i/ / / / / \______ m , /• II__-- ---- PB // -- \\ \ \% �� , , �,,(,�;°, _ \\ ,, -_ ;,, ,' HE YEAR AND SHALL WITHSTAND WATER SYSTEM _ \ t tHW \ \\ `\ `\ \ \\\\ t ;i' `• i'/--'-- ---�\ `\ `\\_'---- '-' _ - -' SURGES. \\ `` - e \ rr ,%-' - \\ / %= = 4. BACKFLOW PREVENTION SYSTEM (BPA). ALL WATER SERVICES —= — E SHALL HAVE A CITY -APPROVED BPA AND SHALL COMPLY WITH J;t—_;;__ ;--'' APPLICABLE HEALTH AND SAFETY CODES. \\ \ __\\ \ \ \\� �_ _ _ �� ��,pl-� 1 5. VALVES SHALL BE SIZED TO PROVIDE ADEQUATE PRESSURE DIFFERENTIAL FOR PROPER OPERATION. \ \`\ _ /� �/ ;;,-;;;__ ;_--;____--';; _ �,�e_ 6. SPRAY HEADS ON SAME LATERAL CIRCUIT SHALL BE M -101 MW 103 , �� 1 \ \ \ \ \ \ \ / , / _ - -ter RI =16.66 RIM 17.60 I f I�1\\\' \\ `• \ \ \_ `\ \ \ \ \\'--�- TW I�,,\,\ \ \ \ \ /'-�_�' BALANCED FOR MATCHED PRECIPITATION RATES. 7. ELECTRICAL SERVICE POINT OF CONNECTION FOR IRRIGATION 141 SYSTEM CONTROLLER SHALL BE ONSITE AND PROVIDED BY THE OWNER. IF AN ELECTRICAL SOURCE IS NOT AVAILABLE, at 0 MEZRO MH ROI-43 RIM 17.78 R 14.26PRO SYM \% 4A-04 �C7:0e—1 SS LIFT S(A. RIM 18.62 IW E 15.12 �\ INV NE 14.52 1 0 eMW-1D5 0 \ \ nv a2Li O B B 0B OMB \�0 / It \ NT SHAFT UNUIES ADANDONDED WITH PAVEMENT REPLACEMENT 1993 Conc 0 1 v \ 1 BUILpING 4�41 IN O MW-108 / ` RIM=19.26 . )VI=18.98 NI 1 \\ ix0 \ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Q� BOE/NG° C'- BUILDING 4-20 4 20 gUILv,.. ACCEPTABILITY SID THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED JC ENGINEEF APPROVED BY I DEPT. I DATE CHECKED Alt SUBTITLE 5-18-18 5-18-18 TITLE a 0 p0 0 4,20 BUI 0' 20' 40' 60' 1"=40' APRON R INFRASTRUCTURE RENTON SITE SITE BATTERY OPERATED VALVES SHALL BE USED. 8. AT A MINIMUM, TEMPORARY WATERING SHALL BE PROVIDED DURING THE GROWING SEASON (JUNE TO AUGUST FOR EACH YEAR) AS NEEDED TO ESTABLISH PLANTINGS. CONSTRUCTION NOTES PROVIDE SLEEVE FOR IRRIGATION PIPING CURRENT PLANNING amorganroth 12/21/2018 amec foster wheeler CIVIL PERMIT. CURRENT REVISION SYMBOL DATE W4700331 — 06/08/18 SHEET JOB N0. DWG N0. RENTON, WA LO4 L5_ COMP N0. W4700331 LY16160400 100 ABAM M O i O i w 75 Q N CO 0 N u; 0 z 0 1= .E 0 ca J MATCHLINE, SEE SHEET G83 MATCH LINE, SEE SHEET G81 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 P. of WA �f x 31271 w� ��ssioNaL scale ..ice, ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE IAI L SUBTITLE 10 01 18 10 01 18 10/01 /18 TITLE 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. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT THE "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) AND THE APPROPRIATE BOEING OFFICIAL 48 HOURS MINIMUM BEFORE DIGGING FOR LOCATION OF UTILITIES. CIVIL PERMIT EXISTING CONDITIONS r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401314 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + W4700331 J `' A ""' ` 10/01 / 18 G82 G13 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—G82 CIVIL MASTER SITE 01 11 IZ"r!A r% -.4 nt TYPICAL CROSS SECTION FOR PROPOSED SHORELINE PLANTING AREAS N.T.S. I IL LVVc.7 1 VVL I I ILI\ VVI ILI\L I I IL I IVILL I LIVV- I V-LIVV WITH BIODEGRADABLE TWINE. WEAVE BIODEGRADABLE TWINE THROUGH LOGS AND SECURE TO WOOD STAKES ON EACH SIDE. \\ \\ \\ \\ /� �i- ----- —_\��\ \ \ v'�< <` c .. i \ t \J �� 1 GJ \) rJ �l 1i" •0 1 \.1 r c\'Awl .-r r J —.✓ / / / / / �'''"" i' '\\ �/ \ \ \ \ / i'— — \ \ 1��, a o O _ \ l/ p s \ (1 O a C/[�a 1 �\\L �-.\ •�'l \) 1^ <\^`J r/� /� _f _i / / / / / / �/� i' \ \ " ,� )\ 1 � �. / \ •�� _ Jh \ A —_� -- (� r /� rr� _— mil / / / / / / �' �� —�\ \ \ \\ �\�./ / i—' --� \ � \ \.. ^ram\—.-\_.� aJ v � ( ✓ \— c �g . 1 �— � r / — /\\ � \ \l t r! M 1 J > l� ; ..\� l \ if\ i 1 r \l �,1`�j `,�•..� !\ � � 1y �—'' —...— / (J � -- — -- —�'"' \ / / — \ \ \—r�r� \\ ✓\ e \ \ rY• l — c Cfl \ 1 \f LA J\ IY\�'' —\ �\� / / w/ f \) �. r _--------- �� \\ \ \ \\ \ \C^' (.J•n�\ \ J\r-�\ \ tl e (�� > \J`/e \ [\ \ r\> o l\� /\ (\.� \ 1 e> • C' t ) J > 11 \ 1 ✓�L<�-''' \ \ \ \ \ \ \ \ \ \ \ \� 11yr \ \� ' �^ \\ \ C\�/ )` r • ` c„~° \ � l f r / � — — — — — — \\\ \\\ \\\ \\ \\ \\ \\ \\ \/\ ------1- ^ I'-01:1W7rtlFIbY — — - — — — — — — — — — — — — LAKE \ `•ryi„_ \ \ \ \ \ \ \ \---`\—\\ •• /''---_—__— /iii'' /ii/ '///'/�_�_ 1 \\ \\\` \\ ��_�•==--/iiii%i'iii %iiii/iii�_�'' WASHINGTON ;��r,,,^�;_�1�� _.�ar -' ; oy \\ \\ /ram/'/ // i'' O a/ -44 44 I\\ \ \\ 1 ° CONSTRUCTION NOTES 1 CONSTRUCT TEMPORARY HERBIVORY EXCLOSURE PER DETAIL D EL> ENSURE EXCLOSURE FENCING TIES BACK TO BULKHEAD AND THAT THERE ARE NO GAPS. PROPOSED SHORELINE PLANTING AREA TEMPORARY HERBIVORY EXCLOSURE ill =20' SYM I REVISION I BY I APPROVED I DATE I SYM I REVISION I BY I APPROVED I DATE Q� BOE/NG° C'- UKAWN UAIL SUBTITLE ACCEPTABILITY SD 5-18-18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED JC 5-18-18 APPROVED BY I DEPT. I DATE ENGINEER TITLE CHECKED APRON R INFRASTRUCTURE RENTON SITE SITE 0' 10, 20' 30' I 1' =20' ENT PLAN NIN amorganroth 12/21 /201 amec foster wheeler oil CIVIL PERMIT CURRENT REVISION SYMBOL W4700331 SHEET L05 JOB NO. W4700331 DATE 06/08/18 L6— COMP NO. RENTON, WA IDWG N0. LY16160400_100_ABAM W C) co m O O m T 1 U H H H T J VARIES (18" - 24") I N\ TAKE 1. FASCINES SHALL CONSIST OF LIVE CUTTINGS THAT ARE DORMANT BRANCHES BOUND TOGETHER TO CREATE A LOG -LIKE STRUCTURE. THEY SHALL BE INSTALLED ADJACENT TO THE OHWL. 2. CUTTINGS FOR FASCINES SHALL BE COLLECTED WHEN PLANTS ARE DORMANT. PRIOR TO PLANTING FASCINES SHALL BE STORED SO THEY ARE KEPT WET PRIOR TO PLANTING. FASCINES SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE. 3. PLACE AND SECURE FASCINES FOR ALL LOCATIONS IDENTIFIED ON PLANS. 4. FASCINES SHALL BE PLACED IN A TRENCH THAT FOLLOWS THE CONTOURS. FIRMLY SECURE FASCINES INTO TRENCH WITH WOOD STAKES AT A MINIMUM OF 3 POINTS AS INDICATED IN THE DETAIL. 5. WOOD STAKES SHALL BE USED TO SECURE THE FASCINES. STAKES SHALL BE 2"X2"X24" LENGTH. STAKES SHALL BE DRIVEN INTO EXISTING GRADE A MINIMUM OF 12" AND AT VARYING ANGLES. 6. BURY APPROXIMATELY 3/4 OF THE DEPTH OF THE FASCINE BUNDLE DIAMETER WITH SOIL, WATER, AND TAMP IN PLACE TO REMOVE AIR POCKETS. FASCINE (TYPICAL) A N.T.S. L06 1. COLLECT AND PLANT WHEN DORMANT OCTOBER - APRIL 2. PLANT A T LONG LIVE STAKE 2 FEET INTO THE GROUND PLANTED. VIABLE STAKES SHALL HAVE SEVERAL BUDS AND NODES INTACT TO FORM ROOTS AND BRANCHES. 3. KEEP LIVE STAKES MOIST AND COOL WHILE STORING THEM. PLANT IMMEDIATELY UPON DELIVERY TO SITE. 4. CUT ONE END OF THE LIVE STAKE SHARP TO HELP DRIVE INTO THE SOIL. 5. IF REQUIRED USE TOOLS TO PRE -DRILL PLANTING HOLE. PRE -DRILLED HOLES SHALL BE SAME DIAMETER OR SMALLER THAN LIVE STAKES BEING PLANTED. 6. STAKES SHALL BE 3' TO 4' IN LENGTH. WILLOW STAKES (TYPICAL) B N.T.S. k L06 NOTES: 1. REMOVAL OF INVASIVE VEGETATION AND REPLANTING AMONGST EXISTING RIPRAP AND ROCKERY ARMORING: PRIOR TO PLANTING, THESE AREAS MAY REQUIRE SUPPLEMENTAL SOIL TO INFILL EXISTING VOIDS. A NON-STRUCTURAL PLANTING MEDIUM SHALL BE USED WHERE REQUIRED TO CREATE SUITABLE PLANTING CONDITIONS AS DETERMINED BY PROJECT ENGINEER.. 2. UPON COMPLETION OF PLANTING ALL PLANTING BEDS SHALL BE TOPDRESSED WITH MULCH. PRIOR TO PLACEMENT OF WOOD MULCH, AREAS IDENTIFIED SHALL BE SEEDED. SEE PLANT LIST. 3. PRIOR TO PLANTING THE SHORELINE PLANTING AREAS, CONTRACTOR SHALL INSTALL TEMPORARY HERBIVORE EXCLOSURE. 4. FURTHER ASSESSMENT OF THE SITE CONDITIONS IS NEEDED TO DETERMINE THE FEASIBILITY OF INSTALLING A FENCE OR INDIVIDUAL PLANT CAGES AT LOCATIONS WHERE INVASIVE VEGETATION WILL BE REMOVED AND REPLANTED WITH NATIVE VEGETATION UPON REMOVAL OF VEGETATION REVIEW WITH PROJECT ENGINEER. 5. AREAS OF ASPHALT REMOVAL IDENTIFIED ON THESE PLANS. ENSURE ALL ASPHALT AND SUBGRADE MATERIALS INCLUDING BUT NOT LIMITED TO CRUSHED ROCK ARE REMOVED PRIOR TO INSTALLING TOPSOIL AND PLANTS IN THESE AREAS. THE PROJECT ENGINEER SHALL REVIEW AND APPROVE THESE AREAS PRIOR TO ANY PLACEMENT OF TOPSOIL OR PLANTING. HAND SEED OPEN AREAS BETWEEN PLANTS WITH COMMON RUSH AND TUFTED HAIRGRASS. COVER WITH WOOD MULCH AFTER SEEDING. WHERE PLANTING DENSITIES ARE HIGHER IN PLANTING AREA "D", ONLY PLACE WOOD MULCH AFTER PLANTING AND NO SEED MIX. WOOD MULCH LAYER PER SPECS, FEATHER TO BASE. MULCH MUST NOT TOUCH STEMS OR TRUNKS. 6" HT. WATER BASIN FINISH GRADE �=.111111111111111111111 �— BACKFILL WITH SOIL 2 TIMES DIA. MIN ROOTBALL 1. PLANTING PIT SIZES WILL BE A MINIMUM OF TWICE THE ROOT BALL WIDTH AND HAVE THEIR TOP TRUE ROOT NO MORE THAN 1 INCH ABOVE THE SOIL SURFACE. 2. PRIOR TO PLANTING, CONTAINERS SHALL BE COMPLETELY REMOVED AND THE ROOTS LOOSENED BY APPROPRIATE PRUNING. 3. PLANTING PITS WILL BE BACKFILLED WITH TOPSOIL THAT IS FREE OF ROCKS OVER 1 INCH, LUMPS, AND OTHER FOREIGN MATERIALS. BACKFILLING AROUND TRUNKS OR STEMS IS NOT PERMITTED. 4. THE BACKFILL MATERIAL AND ROOTBALL SHALL BE THOROUGHLY WATERED ON THE SAME DAY THAT PLANTING OCCURS REGARDLESS OF SEASON. RIPARIAN TREE & SHRUB PLANTING DETAIL N.T.S. GROUND SURFACE FOLD BOTTOM 6" OF WELDED WIRE OUT 90° AND BURY 6" DEEP 6" MIN. 3' MIN. 12" MIN. WELDED WIRE FENCE 6' T POST, 24" MIN. EMBEDMENT TEMPORARY HERBIVORY EXCLOSURE DETAIL N.T.S. PLANT LIST FOR PROPOSED SHORELINE PLANTING COMMON NAME SCIENTIFIC NAME SIZE SPACING HEIGHT* QUANTITY COMMENTS LARGE SHRUB/ TREE HOOKER WILLOW Salix hookeriana I FASCINES AS SHOWN 20ft 1 50 USE ONLY DORMANTSEASON OCT- MAR SHRUBS LARGE LEAF LUPINE NOOTKA ROSE PACIFIC NINEBARK RED FLOWERING CURRANT RED -TWIG DOGWOOD SNOWBERRY TUFTED HAIRGRASS Lupinus Polyphyllus Rosa nutkana Physocarpos capitatus Ribes sanguineum Cornus sericea Al bus symphoricarpos Deschampsia cespitosa 1 Gallon 1 Gallon 1 Gallon 1 Gallon 1 Gallon 1 Gallon 1 Gallon 4' O.C. 4' O.C. 4' O.C. 4' O.C. 4' O.C. 4' O.C. 4' O.C. 5 ft 10 ft 12 ft 6ft 15 ft 5 ft 2 ft 28 42 28 42 56 56 28 PLANT IN GROUPS OF 3 OR MORE PLANT IN GROUPS OF 3 OR MORE PLANT IN GROUPS OF 3 OR MORE PLANT IN GROUPS OF 3 OR MORE PLANT IN GROUPS OF 3 OR MORE PLANT IN GROUPS OF 3 OR MORE PLANT IN GROUPS OF 3 OR MORE PLANT LIST FOR PROPOSED AREAS OF INVASIVE VEGETATION REMOVAL AREA A COMMON NAME SCIENTIFIC NAME SIZE SPACING HEIGHT* QUANTITY COMMENTS LARGE SHRUB/ TREE HOOKER WILLOW Salix hookeriana I STAKES I 3' O.C. I 20ft 1 220 1 USE ONLY DORMANT SEASON OCT- MAR, PLANTED WITHN EXISTING RIPRAP SHRUBS RED -TWIG DOGWOOD Cornus sericea I STAKES I 3' O.C. F 15 ft 1 100 1 USE ONLY DORMANT SEASON OCT- MAR, PLANTED WITHN EXISTING RIPRAP AREA B&C SHRUBS SNOWBERRY Symphoricarpos albus IlGallon I 4' O.C. 1 5 ft 200 PLANT IN GROUPS OF 3 OR MORE GROUND COVER KINNIKINNICK Arctostaphylos uva-ursi 1 Gallon I 18" O.C. 1 1 ft 1,400 PLANT IN GROUPS OF 3 OR MORE PLANT LIST FOR EXISTING UTILITY REMOVAL PLANTING AREA AREA D UTILITY REMOVAL COMMON NAME SCIENTIFIC NAME SIZE SPACING HEIGHT* QUANTITY COMMENTS SHRUBS/GROUND COVER SNOWBERRY NOOTKA ROSE THIMBLEBERRY TALL OREGON GRAPE KINNICKINNICK Al bus symphoricarpos Rosa Nutkana Rubus parviflorus Mahonia aquifolium jArtcostayphylos uva-ursi 2 Gallo 2 Gallo 2 Gallo 2 Gallo 1Gallo 3.5' O.C. 3.5' O.C. 3.5' O.C. 3.5' O.C. 2' O.C. 5 ft 10 ft 8 ft 8ft 1 f t 325 > 325 325 > 325 500 SEE PLAN FOR LOCATIONS, PLANT IN GROUPS OF 3 OR MORE SEE PLAN FOR LOCATIONS, PLANT IN GROUPS OF 3 OR MORE SEE PLAN FOR LOCATIONS, PLANT IN GROUPS OF 3 OR MORE SEE PLAN FOR LOCATIONS, PLANT IN GROUPS OF 3 OR MORE SEE PLAN FOR LOCATIONS, PLANT IN GROUPS OF 3OR MORE SEED MIX PROPOSED ALL PLANTING AREAS, SEE DETAIL C THIS SHEET COMMON NAME SCIENTIFIC NAME SIZE SPACING HEIGHT* QUANTITY COMMENTS SEED COMMON RUSH Juncus effusus SEED AS SHOWN 3 ft 2lbs/1000 sf SEE PLAN FOR LOCATION TUFTED HAIRGRASS Deschampsia cespitosa SEED AS SHOWN 2 ft 21bs/1000 sf SEE PLAN FOR LOCATION PROPOSED TREE REPLACEMENT DNR SITE SIZE SPACING HEIGHT* QUANTITY COMMENTS SITKA SPRUCE Picea Sitchensis I 5 Gallon JASSHOWN1 80 ft 1 5 ISEE SHEET L03 *Approximate height.at maturity. CURRENT PLANNING amorganroth 12/21 /2018 amec foster wheeler C:::* CIVIL PERMIT UNAWN UAIL SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY 5-18-18 PROPOSED PLANT LIST & DETAILS W4700331 — 06/08/18 THIS DESIGN AND/OR CHECKED ECKED SPECIFICATION IS APPROVED is 5-18-18 SHEET ® ENGINEER TITLE APRON R INFRASTRUCTURE L06 LTOFAPPROVED BY DEPT. DATE CHECKEDSTATRENTON SITE _W GH_ r`2ZJISTE� COMP N0. APPROVED JOB NO. �t W4700331 ,,aDWGNO. CMMA - � APPROVED CIVIL MASTER SITE RENTON, WA EFRIFICATE N°. 1721 LY16160400_100_ABAM a_ co 0 N 0 E 0 U C (0 Q U) Q) ca U) J SITE OVERVIEW: BLUE POINTS ILLUSTRATE EXISITNG TREE LOCATIONS PROPOSED TREE REMOVAL FOR EXISTING UTILITY REMOVAL WORK: 1. MAPLE, BIGLEAF, 2" DBH, 14 FOOT HEIGHT 2. CASCARA BUCKTHORN, 1" DBH, 10 FOOT HEIGHT 3. MAPLE, VINE, 18" DBH (10+ MULTI -STEM), 6 FOOT HEIGHT 4. COTTONWOOD, BLACK, 12" DBH, 40 FOOT HEIGHT 5. WILLOW, SCOULER'S, 4" DBH, 30 FOOT HEIGHT TREES IDENTIFIED FOR PRUNING: 6. TREES FOR CROWN RAISE PRUNING. (24) ASPEN, QUAKING AND (13) PORT ORFORD CEDAR ABOVE INFORMATION PROVIDED TO BERGER ABAM BY DAVY RESOURCES GROUP ON SEPTEMBER 2017 DBH = DIAMETER AT BREAST HEIGHT URRENT PLANNING morganroth 12/21 /2018 amec foLs er wnee er 7�< CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY UN wN D51t18-18 SUBTITLE PROPOSED TREE REMOVAL FOR EXISTING CURRENT REVISION SYMBOL DATE SIDW4700331 — 06/08/18 THIS DESIGN AND/OR JCECKED 5-18-18 UTILITY REMOVAL WORK SHEET SPECIFICATION IS APPROVED ENGINEER TITLE ""Z ZA V" APPROVED BY DEPT. DATE APRON R INFRASTRUCTURE L07 I Q CHECKED L o STATE_ RENTON SITE L_W GHISTERE° r`2-�o�1% APPROVED JOB NO. COMP NO. ° �' �t W4700331 XM ERnF °T DWG No. CEFRIFlCATE NO. 17_ APPROVED CIVIL MASTER SITE RENTON, WA LY16160400_100_ABAM 21 00 CM C'7 O O 00 T 1 U H H H N 'T^ u J O O T rr Ill 00 C) CM C'7 C) C) 00 T 1 CU a_ 00 O N C 7 C O �ISTEAM IN CONC PIPE - MATCH LINE, SEE SHEET M111 R I I I I I 00 3 —� ---------------------------------- / O I I / I / wit- — — —�-- —I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — u REMOVAL ►W GRADE IE GRADE _OW GRADE 35R FOR AND FIRE DNS. __115R FOR AND =MOVAL PLANS. 1PRESSED AIR PIPING. NATE WITH CIVIL FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT mmmmo SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE W. 4qti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 — 06.08.18 APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF WASy� C THIS DESIGN AND/OR CHECKED O �P� SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 APRON R INFRASTRUCTURE M11ORCHECKED mi A S 4 ST G SITE 04 AP RO N R W4700331 �FOISTER�� �a`�` APPROVED JOB NO. COMP NO. F S/ONAL EN \ 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, WA Dwc No. 04—APRON—R—M 11 OR SIGNED MATCH LINE, SEE SHEET M112R I U U WE U U MATCH LINE, SEE SHEET M11OR 0-5R REMOVAL LAKE WASHINGTON I r%\ r A I n A AIR LINE REMOVE AIR BELOW GRADE X X X X REMOVE AIR ABOVE GRADE ABANDON AIR BELOW GRADE GENERAL NOTES 1. REFER TO SHEETS C80R—C85R FOR DOMESTIC WATER REMOVAL AND FIRE SUPPRESSION REMOVAL PLANS. 2. REFER TO SHEETS E110R—E115R FOR ELECTRICAL REMOVAL PLANS AND E360R—E365R FOR DATA REMOVAL PLANS. REMOVAL NOTES REMOVE BELOW GRADE COMPRESSED AIR PIPING. REMOVE UTILITY STAND AND ASSOCIATED PIPING. REMOVE ABOVE GRADE COMPRESSED AIR PIPING. ® REMOVE COMPRESSED AIR PIPING UP TO SHUTOFF VALVE LOCATED IN HAND VAULT OF , 4-20 BUILDING. CAP AND PROTECT FOR RECONNECTION. C C ABANDON BELOW GRADE AIR PIPING. CAP AT INTERFACE WITH REMOVAL PIPING. f © REMOVE AIR VAULT. COORDINATE WITH CIVIL PLANS. _ �1rk iJ m a l 3 N. STH [RE1 a 20 I mm Immm 0 10 20 '0 (D SCALE: IN FEET FSI consulting engineers Seattle,• • • L Solutions Service (CIVIL PERMIT( SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �� W. 4gti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 06.08.18 � - APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 of WASy� c THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APRON RINFRASTRUCTURE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 M111R M % L CHECKED �0 �Fc/STERN-� ��APPROVED SITE 04-APRON R JOB NO. COMP NO. FSS/ONAL ENG\ W4700331 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, NIA DWG NO. 04—APRON—R—M11 1 R SIGNED MATCH LINE, SEE SHEET M113R O I I 12 FW �C I -- — — —— i LL 0 I E:-j I I RAMP U I O I I I I I I I LL I I I I I I I I I I— — — — — — — — — — — m I I I I I I — — — — — — — — — — — — — —J I I I I m -- — — — — — — — — — — — — —— -- L — —— o ——FW i a❑a I m Q LL C) 0N r4" 1 STS /�BNDS ABND 3 W o 0 I 6"CI FIRE PRD MATCH LINE, SEE SHEET M111R U Li Li CIO -I V Ld z O 0 Z Q m Q L on 8" Rl FW C CONC PAD ['REMOVAL LAKE WASHINGTON 4/mmm LEGEND A AIR LINE REMOVE AIR BELOW GRADE XXHX REMOVE AIR ABOVE GRADE ABANDON AIR BELOW GRADE GENERAL NOTES 1. REFER TO SHEETS C80R—C85R FOR DOMESTIC WATER REMOVAL AND FIRE SUPPRESSION REMOVAL PLANS. 2. REFER TO SHEETS E110R—E115R FOR ELECTRICAL REMOVAL PLANS AND E360R—E365R FOR DATA REMOVAL PLANS. REMOVAL NOTES REMOVE BELOW GRADE COMPRESSED AIR PIPING. REMOVE UTILITY STAND AND ASSOCIATED PIPING. I 3 _ x N. 5TH REEi � 0 %%,. � 1 SCALE: IN FEET FSI consulting engineers Seattle,• • • L Solutions Service CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �� W. 4gti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 06.08.18 � APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 of WASy� c THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE ® APRON R INFRASTRUCTURE LCHECAPPROVED BY DEPT. DATE A. LANGDON 06.08.18 M 1 12R M KED �3 �F �Fc/ST'L �`�` APPROVED SITE 04-APRON R JOB N0. COMP N0. FSS/ONAL ENG\ W4700331 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, NIA DWG NO. 04—APRON—R—M112R SIGNED 777 1 L r L L N \ \ \ o00 \ r \ \ d 1 \ -o 0 \ \ MATCH LINE, SEE SHEET M114 R I I I L—— — — — — —, I I I I I I I i I I I I I I L— — — — — — I I I I I I I 130� NIJ 4NIINIVHO,t I I I I I I I 0 I I I I I I \ I —x \ I I I ; m °0 m 0 I \ I \ I I I > I \ I I \ 0 IN i Ii i Ii i MATCH LINE, SEE SHEET M112R _I I I I I O" I I I I I I O I I I O I I I O LAKE WASHINGTON LEGEND A AIR LINE REMOVE AIR BELOW GRADE X X XH— REMOVE AIR ABOVE GRADE ABANDON AIR BELOW GRADE GENERAL NOTES 1. REFER TO SHEETS C80R—C85R FOR DOMESTIC WATER REMOVAL AND FIRE SUPPRESSION REMOVAL PLANS. 2. REFER TO SHEETS E11OR—El 15R FOR ELECTRICAL REMOVAL PLANS AND E360R—E365R FOR DATA REMOVAL PLANS. REMOVAL NOTES REMOVE BELOW GRADE COMPRESSED AIR PIPING. m 3 LN11T]11T 1 10 1 10 201%% ...ice' REMOVAL FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION ISYMBOL DATE W. 44 ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 06.08.18 - APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF WASy� c THIS DESIGN AND/OR CHECKED O �P� SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 APRON R INFRASTRUCTURE CHECKED M 113 R M 4 �0F �FGISTE- ��APPROVED SITE 04-APRON R JOB N0. COMP N0. FSS/ONAL ENG\ W4700331 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, NIA DWG NO. 04—APRON—R—M113R SIGNED MATCH LINE, SEE SHEET M115R LEGEND A AIR LINE REMOVE AIR BELOW GRADE XHX REMOVE AIR ABOVE GRADE ABANDON AIR BELOW GRADE GENERAL NOTES 1. REFER TO SHEETS C80R—C85R FOR DOMESTIC WATER REMOVAL AND FIRE SUPPRESSION REMOVAL PLANS. 2. REFER TO SHEETS E110R—E115R FOR ELECTRICAL REMOVAL PLANS AND E360R—E365R FOR DATA REMOVAL PLANS. REMOVAL NOTES 1 1 REMOVE BELOW GRADE COMPRESSED AIR PIPING. 1 1 REMOVE UTILITY STAND AND ASSOCIATED PIPING. 1 1 REMOVE COMPRESSED AIR PIPING UP TO 1 SHUTOFF VALVE LOCATED IN UTILADOR OF 4-82 1 BUILDING. CAP AND PROTECT FOR 1 RECONNECTION. , 2 � M 114R M510-5R — — ® REMOVE ABOVE � GRADE COMPRESSED AIR PIPING. C C C 3 � MATCH LINE, SEE SHEET M113R REMOVAL LAKE WASHINGTON DI" 3 N. 5TH REET 20 10 0 10 20 40 SCALE: IN FEET &40 FSi consulting engineers Seattle, Washington Solutions & Service (CIVIL PERMIT( SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �A W. 4qti ACCEPTABILITY C CKED 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 — 06.08.18 APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF wASy� C THIS DESIGN AND/OR CHECKED O �P� ��i. SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 CHECKED M 114 R M 5 A S 48289 o,� O/STEAPPROVED � JOB N0. G SITE 04 APRON R W4700331 ��FR�� COMP N0. � SIONAL EN \ APPROVED MECHANICAL MASTER SITE RENTON, WA No. 04—APRON—R—M 114R 08A8.18 SIGNED LEGEND 10"W FIRE 1 1 1 1 1 1 1 1 1 1 1 1 1 1/ 1 /1 1 01 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 1 1 > 0 0 0 REMOVAL LAKE WASHINGTON 4-6 Dx, A AIR LINE REMOVE AIR BELOW GRADE XHX REMOVE AIR ABOVE GRADE ABANDON AIR BELOW GRADE GENERAL NOTES 1. REFER TO SHEETS C80R—C85R FOR DOMESTIC WATER REMOVAL AND FIRE SUPPRESSION REMOVAL PLANS. 2. REFER TO SHEETS E110R—E115R FOR ELECTRICAL REMOVAL PLANS AND E360R—E365R FOR DATA REMOVAL PLANS. REMOVAL NOTES REMOVE ABOVE GRADE COMPRESSED AIR PIPING. REMOVE UTILITY STAND AND ASSOCIATED PIPING. m a N. 5TH REEF 40 ! %).,. M— SCALE: IN FEET • •engineers Seattle,• • Solutions & Service CIVIL PERMIT mmmmo SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE W. 4qti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 — 06.08.18 APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF WASy� C THIS DESIGN AND/OR CHECKED O �P� SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 APRON R INFRASTRUCTURE CHECKED M 115 R M 6 A S 4 ST G SITE 04 AP RO N R W4700331 �FOISTER�� �a`�` APPROVED JOB NO. COMP NO. F S/ONAL EN \ 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, WA Dwc No. 04—APRON—R—M 115R SIGNED M 0 i i w H 75 Q Ln 00 N u; 0 z 0 1= 0 ca J \ \ \ \ \y I 1 Q UI 3 0< MATCHLINE, SEE SHEET G84 \ \N I \ I \ \N \ o \ do, \N 49\ \ Q \ \� \\ �\ 30N33 ANI NIV 1_1 \\ \ o. 459 \ N MH-G-48 \ \ ~ 4-06" TO 19.26 V 16.46 \ \\ \ INSW14.46 V NW 14.26 B T 14.16 N \ \ \\ 00 8l 1 „C �L� 007- - S S FV TS FW - - - - - FW 10..F FW FW F\ 10"W FIRE _ \\� 10.. vo S1dVd 03d A00 L- 4 CHAT LINK ENC \ Ld \ I 11 I o m \ 01IJ 011 ° ° o w II Iw \ a o 46( O CB-11 8 3 4 OUTFALL OF-004 I INV S 3.64 INV 10.46 Iw B11 OT0.4 --- - S SSTS 33 C CO �o ST - - - - - - - - - - - - - - - - - - - - - - - - - 7 ��I 33"C 1 1 ;; I II \� Iw_04-01 �� I No. 458 H-72 0 „ 11 12 C L --------------- 16.38 ST �3 3TO - -- 3 I I I 1 FL 10.48 o INV SE 10.68 Q TOP 18.E �, Q V) �' INV N 12 94 NF I I� ;; I INV E 12 74 U I I I m 1I 1� INV S 13. 13. 4 RW I I I �� o o I INV E 14.54 w , 1 OT 10.6 N� - -- -- - E ---- ---- E - - - - ------__ jw T41SS �, O S 1 --- ---- I - ¢ FW "W FIRE C FW FW FW- F FW I -„ 1 - - No. 464 I N o. 483 m o I I I� 1 Li 8' ST STS - TO � TO ° „C w 16. 12 1 6.5m \ 1 _ T BO 11.49 C13-1 Ll II I I � �0/-0110 °m TOP 8.12 \\ I w I I I I m R5 INV E 15.72 HARDSTAN 0 0 m° O m O m No. 482 O Cn U I I CB-II-72 O �� L \ I I TOP 18.2 `" �- 85 \ 1 1 O INV INV N 12.30 E 11.30 O \ 11 I INV S? INV W 12 10 BOT 8.88 WET V ULT NO. 487 O R WS-030 O MATCH LINE, SEE SHEET G82 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 P. of WA �f x 31271 w� ��ssioNaL 20 1 ///�.. scale feet //i ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE 1AI L SUBTITLE 10 01 18 10 01 18 10/01 /18 TITLE 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. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT THE "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) AND THE APPROPRIATE BOEING OFFICIAL 48 HOURS MINIMUM BEFORE DIGGING FOR LOCATION OF UTILITIES. CIVIL PERMIT EXISTING CONDITIONS r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401315 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 Ul W4700331 J' `' A ""' ` 10/01 / 18 G83 G14 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4-APRON-R-G83 CIVIL MASTER SITE SYM I REVISION APRON R INFRASTRUCTURE LEGEND c REMOVE AIR BELOW GRADE < X X X X REMOVE AIR ABOVE GRADE I I � ABANDON AIR BELOW GRADE 4-20 BUILDING APRON R 4-82 BUILDING I APRON R I UTILADOR I (E)3" AIR I (E)3" AIR GENERAL NOTES Iof 41of /_kkkkk 1. REFER TO CIVIL PLANS FOR TRENCH 3 I 2 I 1 LOCATION. I I I I I REMOVAL NOTES REMOVE 3" COMPRESSED AIR PIPING UP TO ISOLATION VALVE. CAP AND PROTECT FOR RECONNECTION. COMPRESSED AIR BUILDING CONNECTION - REMOVAL COMPRESSED AIR BUILDING CONNECTION - REMOVAL 2 2�ABANDON 3" COMPRESSED AIR PIPING UP TO SCALE: NONE M111 R M510-5R SCALE: NONE M114R M510-5R ISOLATION VALVE. REMOVE 3" COMPRESSED AIR PIPING FROM APRON R TO ISOLATION VALVE. BY I APPROVED I DATE W47003311 FSi 1 1 06.08.18 SYM REVISION BY I APPROVED I DATE Q� BOE/NG C'- �� W - 4 �V 0 of WASy�Nc� C A 48289 jSTERE,� , eSS/ONAL E� ACCEPTABILITY W. BOONE THIS DESIGN AND/OR CHECKED G. o SPECIFICATION IS APPROVED ENG NEIER z TH APPROVED BY DEPT. DATE A. LANGDON REMOVAL 41 t SUBTITLE 06.08.18 06.08.18 TITLE 06.08.18 MECHANICAL MASTER PIPING DETAILS APRON R INFRASTRUCTURE SITE 04-APRON R S ITE FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT ====to CURRENT REVISION SYMBOL DATE W4700331 06.08.18 SHEET M510-5R M7 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 04—APRON—R—M510-5R MATCH LINE, SEE SHEET M111 LEGEND AIR LINE —rw FW 7 W FW FW ----- #*� FW FW I, O F W 1 W W / ♦� �� ----L----------------------------- F---- \ 1 GENERAL NOTES 1 � 1 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR 1 ZINC APPLIED SURFACE TREATMENTS ON 1 ANY EXTERIOR OR UNDERGROUND 1 MATERIALS OR SURFACES. ALL GALVANIZED 1 OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE 1 GALVANIZED/ZINC MATERIALS PRIOR TO 1 INSTALLATION OR COMPLETION OF 1 CONSTRUCTION. 1 2. REFER TO SHEETS M260—M265 FOR DOMESTIC WATER AND FIRE SUPPRESSION LL PLANS. 1 1 3. REFER TO SHEETS E110—E115 FOR 1 ELECTRICAL PLANS AND E360—E365 FOR 1 DATA PLANS. i CONSTRUCTION NOTES PROVIDE DIRECT BURY COMPRESSED AIR PIPE 1 AT A MINIMUM OF 27" BELOW GRADE. 1 1 � � 1 C L� 1 C C 1 1 C 1 r 1 , LL 1 LJ 1 1 1 � 1 LL 1 U 1 1 1 1 � 1 LL 1 F W j W�m O m m l m 1 � ---- LL ROLLINIG DOOR PAD O ----IIIIIE On I ----- oL m co m m J_ \ "m IN / / / / LL / Cw. / C U 1Iffl�•INIIIIIIIIIIIIII_�_�-EM SCALE: IV FEET LAKE WASHINGTON FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE W. �qti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 06.08.18 APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF WASy� C THIS DESIGN AND/OR CHECKED O �P� SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 APRON R INFRASTRUCTURE M ilo M 8 CHECKED A S 48289 O/STEAPPROVED � JOB NO. G SITE 04 APRON R W4700331 COMP N0. F S/ONAL EN \ 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, WA DWG No. SIGNED 04—APRON—R—M110 MATCH LINE, SEE SHEET M112 R1 I2§1 -AHD MH131 0 x OHW OHW OHI M111 M510-1 R1 MATCH LINE, SEE SHEET M110 0-5 1 10 / 10 20 40 SCALE: LAKE WASHINGTON DI" LEGEND A AIR LINE 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. REFER TO SHEETS M260—M265 FOR DOMESTIC WATER AND FIRE SUPPRESSION PLANS. 3. REFER TO SHEETS E110—E115 FOR ELECTRICAL PLANS AND E360—E365 FOR DATA PLANS. CONSTRUCTION NOTES POINT OF CONNECTION TO BE DOWNSTREAM OF EXISTING SHUTOFF VALVE LOCATED IN TRENCH OF 4-20 BUILDING. PROVIDE DIRECT BURY COMPRESSED AIR PIPE AT A MINIMUM OF 27" BELOW GRADE. m 3 N. STH REET n FSi consulting engineers Seattle, Washington Solutions & Service (CIVIL PERMIT( SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE W. 4qti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 06.08.18 APRON R INFRATRUCTURE W4700331 FSi 06.08.18 �OF WASy� C THIS DESIGN AND/OR CHECKED O �P� SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 APRON R INFRATRUCTURE M ill M 9 CHECKED A S 4 ST G SITE 04 APRON R W4700331 �FOISTER�� �a`�` APPROVED JOB NO. COMP NO. F S/ONAL EN \ 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, WA DWG NO. 04—APRON—R—M111 SIGNED MATCH LINE, SEE SHEET M113 w 1 o� i 1 1 1 1 1 1 1 0 1 1 1 1 1 ❑ 1 1 1 1 RAW i 1 1 1 1 1 R6 1 QC 1 Q 1 Q Q ❑ 1�� 1 ❑ C) U I36 � U U U U U co U U U 3 U U U U U U U 3 U U �i U U 00 — — — — — — — — — — — — — — — — — — — MATCH LINE, SEE SHEET M111 ❑ C CONC PAD 0 1 r —1 1 F--0 1 1 1 1 O 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 0 1 0 1 1 1 1 0 1 1 1 1 W t 1C LEGEND A AIR LINE 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. REFER TO SHEETS M260—M265 FOR DOMESTIC WATER AND FIRE SUPPRESSION PLANS. 3. REFER TO SHEETS E110—E115 FOR ELECTRICAL PLANS AND E360—E365 FOR DATA PLANS. CONSTRUCTION NOTES \ 1 PROVIDE DIRECT BURY COMPRESSED AIR PIPE m � \ AT A MINIMUM OF 27» BELOW GRADE. 1 10 1 10 201a _�_1— SCALE: LAKE WASHINGTON D", w„\ �11 ' m 3 JR111 FSi consulting engineers Seattle, Washington Solutions & Service ICIVIL PERMITI SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �qti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 — 06.08.18 - APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF WASy� C THIS DESIGN AND/OR CHECKED O �P� SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 M112CHECKED M10 A S 48289 O/STEAPPROVED � JOB NO. G SITE 04 APRON R W4700331 COMP N0. F S/ONAL EN \ 06.08.18 APPROVED MECHANICAL MASTER SITE RENTON, WA Dwc No. 04—APRON—R—M112 SIGNED 1 r L MATCH LINE, SEE SHEET M114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x 1 - 1 _ 1 1 - 1 - 1 1 1 1 1 a - 3" AIR ' 1 a 1 1 U ' 1 1 a 1 O m 1 0 m 1 � 1 d-' 1 LL %I m m m m m m I I MATCH LINE, SEE SHEET M112 1 1 1 1 1 1 1 U 1 10 1 10 20 40 iLE: IN FEET LAKE WASHINGTON DI" LEGEND AIR LINE 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. REFER TO SHEETS M260—M265 FOR DOMESTIC WATER AND FIRE SUPPRESSION PLANS. 3. REFER TO SHEETS E110—E115 FOR ELECTRICAL PLANS AND E360—E365 FOR DATA PLANS. CONSTRUCTION NOTES PROVIDE DIRECT BURY COMPRESSED AIR PIPE AT A MINIMUM OF 27" BELOW GRADE. m 3 LNIT REET n FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �qti ACCEPTABILITY W. BOONE 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 — 06.08.18 APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF WASy� C THIS DESIGN AND/OR CHECKED O �P� poi SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 APRON R INFRASTRUCTURE M113CHECKED mil A S 48289 G SITE 04 APRON R W4700331 �FOISTER�� APPROVED JOB NO. COMP N0. � S/ONAL EN \ 18 APPROVED MECHANICAL MASTER SITE RENTON, WA DWG NO. 04—APRON—R—M113 SIGNED ] \ \ ` L 3" AIR \\ \ \ F F F 3" AI R p/ \ \\\ AAA MC A AMC A M� M ,TCH LINE, SEE SHEET M115 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 L 3" AIR \ \ M-j ' Mj Mi M-d M-j Mj M-j Mj MA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i MATCH LINE, SEE SHEET M113 1 10 1 10 20 40% SCALE: LAKE WASHINGTON DI" LEGEND A AIR LINE 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. REFER TO SHEETS M260—M265 FOR DOMESTIC WATER AND FIRE SUPPRESSION PLANS. 3. REFER TO SHEETS E110—E115 FOR ELECTRICAL PLANS AND E360—E365 FOR DATA PLANS. CONSTRUCTION NOTES POINT OF CONNECTION TO BE DOWNSTREAM OF EXISTING SHUTOFF VALVE LOCATED IN UTILIDOR. PROVIDE DIRECT BURY COMPRESSED AIR PIPE AT A MINIMUM OF 27" BELOW GRADE. J> J a L REET n FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE w. 4qti ACCEPTABILITY C CKED 06.08.18 COMPRESSED AIR UTILITY PLAN W4700331 — 06.08.18 — APRON R INFRASTRUCTURE W4700331 FSi 06.08.18 �OF wASy� C THIS DESIGN AND/OR CHECKED O �P� ��i. SPECIFICATION IS APPROVED G. SMITH 06.08.18 SHEET ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE A. LANGDON 06.08.18 CHECKED M 114 M12 A S 48289 G SITE 04 APRON R W4700331 OISTER�� �a`�` APPROVED JOB NO. COMP NO. � SIONAL EN \ APPROVED MECHANICAL MASTER SITE RENTON, WA JDWG No. 06.08.18 04—APRON—R—M114 SIGNED LEGEND SYM I REVISION APRON R INFRASTRUCTURE BY I APPROVED I DATE I SYM W47003311 FSi 1 1 06.08.18 REVISION MATCH LINE, SEE SHEET M114 BY I APPROVED I DATE Q� BOE/NG C'— �7\� W �V of WASy�Nc� C A 48289 jSTERE,� , eSS/ONAL E� 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ACCEPTABILITY W. BOONE THIS DESIGN AND/OR CHECKED o SPECIFICATION IS APPROVED G. MIIEH ENGINE z I APPROVED BY I DEPT. DATE A. LANGDON 0 0 0 LAKE WASHINGTON DI" 1 10 1 10 20 41 C%- E_I•=1—SCALE: IN FEET 41 t SUBTITLE 06.08.18 COMPRESSED AIR UTILITY PLAN 06.08.18 06.08.18 TITLE APRON R INFRASTRUCTURE SITE 04—APRON R MECHANICAL MASTER SITE A AIR LINE 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. REFER TO SHEETS M260—M265 FOR DOMESTIC WATER AND FIRE SUPPRESSION PLANS. 3. REFER TO SHEETS E110—E115 FOR ELECTRICAL PLANS AND E360—E365 FOR DATA PLANS. CONSTRUCTION NOTES PROVIDE DIRECT BURY COMPRESSED AIR PIPING AT A MINIMUM OF 27" BELOW GRADE. J> m 3 N. STH MEET n nF-- - FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT ====to CURRENT REVISION SYMBOL DATE W4700331 06.08.18 SHEET M115 M13 JOB NO. COMP NO. W4700331 RENTON, Wq DWG NO. 04—APRON—R—M115 J v ti OIEISTEAM IN CON�E E Fw �CW -- -- -- MATCH LINE, SEE SHEET M261 o N: 185597.73 1 I I/cn E: 1299383.74 IIi< U II II � o IIIQ I I o I LAKE WASHINGTON . II • 0 • N' 185589.28 �I • �I E: 1299385.92 3 oNw • -- . .�------- R14 - - ��j� 04 SI 1_11� Li L-- ---------- i S—Sis U) U) N: 185598.27 6 V81 LF 8" DI FIRE E: 1299340.30 dl Ills 20 LF 6" DI FIRE N: 185617.73 cn E: 1299335.30 2 O cn cn 0 141 LF 8" DI FIRE--\ jdl o 6"W FIRE — — — — — _ — — ——STS—STSSTS STS N: 185484.46 E: 1299223.61 � F a co ca 4.4j �� / \ m / / 00 �_ \\\� 1 \ 8 C I (ABAN) I - --- STS LU I amour O co I 0-- — \ \ I cf, ---�\ cn cn ® I\c it\ �I I I �\\\ I U S7 V r I O m SV 40 N rlI C I \ \Q ❑ I \ \ j O MC �J 2 ❑ - 00 0 w L U- � I 200' SHORELINE SETBACK I PER CITY OF RENTON I �I I � 001 � 1 N: 185325.57 1 L` - _T \,7\ CD I m I II I II II I II I I II IE 0 Iz a I� U 215 LF 8" DI WATER II � II I N: 185317.55 E: 1299313.90 m m Q a � 9 LF 8" DI WATER E: 1299318.61 I I I 2 N: 185312.54 E: 1299294.61 I I T 20 LF 8" DI WATER U \ LL 6 W FIRE 6"W FIRE —I FW FW FW W 03 Q, w W ZA I/F� 10"W FIR�"CI SD 10"W FIRE v 0I N � STS STS STS L_--------- — — — — — — — — — — — — I — — — — — — — — — — — — — w � L` I ROLLINIG DOOR PAD I I I w •co — N I L IJ o� our w mUl Q I o m 00 4-41 BUILDING m CIO w U U - I II � II cu II / I w / Qj LL " c / IU D �12"W FIRE "' �� / I� / w 0 w i� y I � I N Cn U w � °O I - — — — HPSS TO I GENERAL NOTES 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 8. 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. 1 YARD HYDRANT AT UTILITY STAND M510-1 2� FIRE HYDRANT ASSEMBLY M 510 2 CONSTRUCTION NOTES 1 - 8" 45' BEND (RJ) C� z CONNECT TO EXISTING 8" DOMESTIC LINE AT EXISTING VALVE 1-8" RESTRAINED COUPLING SEE GENERAL NOTES m :� 1- 2" 90° BEND CD 4� 1 - 8" 90' BEND (RJ) 5 CONNECT TO EXISTING 10" MAIN 1 - 8"X1O" CUT -IN TEE (FLxMJ) 1 - 8" COUPLING ADAPTER (FL x RJ) 2 - 10" SPOOL AS REQUIRED SEE GENERAL NOTES 1- 8" COUPLING ADAPTER (RJ x FL) 1- 8"x6" REDUCER (FL) 1- 6" COUPLING ADAPTER (FL x RJ) :� EXPOSE PIPE TO NEAREST JOINT. CONTRACTOR TO CONFIRM THAT PIPE IS MECHANICAL JOINT TYPE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF CONDITIONS DIFFER. INSTALL BLIND FLANGE AT TEE. CONTRACTOR TO NOTIFY BOEING FIRE A MINIMUM OF 48 HOURS IN ADVANCE. i C u w C' ABAND ABAND- - CW - KEY PLAN SCALE: N.T.S. SEPARATE FIRE PERMITS REQUIRED FROM RENTON �/_401302 R-4013157 REGIONAL FIRE AUTHORITY IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ber erAI3AM 20 10 0 10 20 40 CALL 48 HOURS "A;01 33301 9th Avenue South, Suite 300 Iffim 11� 11�l CIVIL PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 SCALE: IN FEET 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. HSCDESGN BND/ R CHECKED JLC 06/08/18 FIRE PROTECTION AND WATER - SHEET 1 W4700331 — 06/08/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T? SPT 06/08/18 SHEET �F WAsh/�� G SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE M260 M14 APPROVED BY DEPT. DATE JLC 06 08 18 CHECKED RENTON SITE R s�z�i o ww JOB N0. COMP N0. STsa� APPROVED W4700331 SS�oNAL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-M260 i i w 75 N N N co CD u; 0 z 0 0 c� N J i BerizerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM OUTFALL 012A ��sis APPROVED I DATE MGW 06/08/18 LAKE WASHINGTON OUTFALL 014A SYM REVISION R10 0 Z 0 R12 0 z 0 o R13 0 0 �I MATCH LINE, SEE SHEET M262 •ice• II I I II LL- 1 I Iw II IQ Q III = 1 I Lv 169 LF 2WATER " I � 6"FW i. 8„F I I I w I Siso l e ii �Sls II I I I I I L--------- -J 10"VC 1 il< II i I II I Q o �I -Sis sis--� sls I 1 I I I Eji j�I I11 w II I I I II I I cn � � II = Iw I I I I Iw i� o sLs sls sls Sls I II _ z I w :cj• Iw Q N. 185661.54 E: 1299630.96 �I • "• I I -I �jw II • II I I I N: 185653.59 E3> 1 E: 1299632.36 200' SHORELINE SETBACK • PER CITY OF RENTON I 1 w II I � II VT I I II � Iw N: 185649.56 1 1 E: 1299584.52 II 49 LF 2" WATER N• 185641 62 I < I I Ld E: 1299586.04 3 III II • II _ I � L` m 1 z .I 73 LF 2" WATER tl II 1 I illy II I I �I I c1 lQ N: 185631.28 co co E: 1299513.70 L o w I 1 I II N: 185623.60 3 II Q E: 1299516.32 _ w En � I • �� II --------------�I- __------------- 6»cl cw-j I 1 � ' E - (ABAND) 0 1 T z • II = 1 d • cf) TEMPORARY 237 LF 2" WATER 4 N: 185375.73LL- c3i E: 1299538.72 I i. 39 LF 2 WATER I N: 185613.45 I w 1 c I Iw a E: 1299477.04 4 cn -A- cn CW A A CW A t W A CW A A CW A �W A CWA A CW ACW A CV� A CW A A n sis - sis sis I w -A � ---- A==== - - - - A--- A=A- IIJ== �- A A -A -�-- A \\9 -------1„CW_---TAB7�N6)= ----- C�----- 10'CI - - 1 CW TABANDj-------- - -- CW UGT--- -_-- 10 CI II _ �1 5 STL - --UGT--- - - - - - - - - - - - - - - - UGT - - - - - - - - ----- UGT ------UGT --I- -1 ---- I- ----Fl/ • -- cf��3 - - - - ---- 3 -- �- ---- 3 ---- 3 ---- ---- 3 ---- 3 i--I 3--- 3----3---- N- 185373.35 �L` FW ` II 2 E: 1299504.66 I II I I I II 215 LF 8" DI WATER 1 I w MATCH LINE, SEE SHEET M260 BY I APPROVED I DATE P. of WAsh� �f ® D BOE//V� � x L 'STV1 w� ��ssioNaL LF 6" DI WATER 1 10 1 10 20 40 �%,, 11� _1• NCI SCALE: IN FEET %/i GENERAL NOTES \ 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. \ 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING \ AND BACKFILL. 1 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS 1 REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 3 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, \CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT \ CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. \ 8. 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. \ 1 YARD HYDRANT AT UTILITY STAND M510-1 \2 FIRE HYDRANT ASSEMBLY � M510-2 3� WATER SERVICE AND AIR VAULT \ 1- 2"x2" TEE 2- 2" VALVES M510-3 \ 1- 1" SVC LINE REFER TO MECHANICAL PLANS FOR CONTINUATION \ 4 1 - 2"x2" TEE �1 \ 1 - 2"x2" REDUCER M510-3 2 - 2" VALVES \ FIELD FIT AND CONNECT TEMPORARY PRESSURE REDUCER ABOVE GROUND. AFTER CONSTRUCTION IS COMPLETE, \ DISCONNECT 2" CONNECTION TO 8" MAIN, ABANDON 2" LINE. REFER TO SHEET G02 FOR ABANDON PROCEDURE z m o LLF " DI WATER N: 185334.45 E: 1299514.36 - 3 CONSTRUCTION NOTES PROTECT EXISTING PIV SECTION VALVE TO REMAIN 2� 1 - 8"x6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - 6" COUPLING ADAPTER (FL x RJ) 1 - 8" COUPLING ADAPTER (FL x RJ) 3� PROTECT EXISTING FIRE HYDRANT TO REMAIN :� 1 - 2" WATER TAP FOR CONNECTION TO EXISTING LINE 1 - 2" GATE VALVE RECONNECT SALVAGED HYDRANT PER WSDOT 7-14.3(3) SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY KEY PLAN CIVIL PERMIT., SCALE: N.T.S. W-401303 R-4013158 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JLC UAI t 06 08 18 SUBTITLE FIRE PROTECTION AND WATER -SHEET 2 CURRENT REVISION W4700331 SYMBOL - DATE 06/08/18 CHECKED SPT 06 08 18 SHEET M261 M15 ENGINEER JLC 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG NO. 4-APRON-R-M261 I _ --69-L-F i2"D( FIRt-< I N: 185946.19 E: 1300074.57 1 22 LF 12" DI �FIRE- 37 LF 12" DI FIRE1---, 5 LF 6" DI IFIRE- 5 I _ lj� 3 c o 4 N E0 18 "k1l,_ -� • V• \_ -- - , -- I I I I II U) II V) I I I I S1S N: 185932.87 11 E: 1300057.31 I I I I I I 215 LF 2" WATER U II � II N II N: 185923.31 O 8» 12" DI V" I � Si lsS1S S1S S1 I� a- Ia- a Ic I MATCH LINE, SEE SHEET M263 I O I FW FW sls Lw FW 112" I `�12" s �s 1 24"CONC I N Iw � I � - - - - - - - - - 3 - - - I II 20 LF 8" DI WATER ° C�ONCAD S1S U S1S 941S�� SSls� _ S1 _ _ o n ca Ln 3 �__� ° N 185530 46 4 E: 1300133.31 w I 6 LF 8" DI WATER w Iw N: 185525.43 E. 1300113.94 5 2"C I I II m I V N: 185884.43 3 78 LF 2" WATER w w I _ E: 1300016.50 N: 185528.48 35 LF 12 71 LF 12» DI FIRE E: 1300108.75 DI ,FIR d I _ 5 \18 / 118 "VC I N: 185918.54 > 9 d -----/cV_c------ ------ �Va 4.. VC I S � U.B D I 1 118'DI m CD - - _ ,E: 1300004.24 V - - - - 8 cv _ 1 I 1 m z Iw 9 LF d N: 185825.45 7 / 3 ---- 3 ---- 3 ---- 3 --- 3 ---- 3 ---- 3 ---- �2� ---- �- ( 3 ---- �- 3 - I- - E: 1299974.41 I N: 185927.31 �2 sus \d �2 CI - _ 3 - 3- E: 1300001.96 12"CI I w 57 12" DI FIRE sls � I slssls sls sls sls Sls sls sus OUTFALL 004A 200' SHORELINE SETE PER CITY OF RENTON E: 1300022.03 10 I 'sls I I 1/' z N: 185916.20 'S1s AF O o E: 1300008.21 2 II sls L--8" -PRD ----------8 C.I. CW ABA NED---------------- ]--------------- 8"CI CW- 33 LF 2" WATER N: 185884.96 E: 1300012.98 7 \ 8 "C ` 12"C 4„ d 75 LF 2 WATER m d M�y M3 ,ti M� y _ _ 1�7496�12 2 271 LF 12" DI FIRE i .12 / 8 N: 185770.15 m 1 / E: 1299988.89 1 / N: 185818.93 I 3 / E: 1299974.05 1 ml� / / I I Q 112 LF 8" DI FIRE •�, y 1cn cn j I I o o 12 N. 1857/41.91 E: 1299 LAKE WASHINGTON �y0 MHO - 02 LF 2" WATER 16 LF 6" DI FIRE N: 185737.86 [ 2 E: 1299864.90 N: 185703.97 E: 1299795.35 1 N: 185696.36 [ E: 1299797.96 o _ S1S S1S S1S _--169 LF 2" WATER MATCH LINE, SEE SHEET M261 s.s cn co c- co I II f � 3 ---t- 271 LF 12" DI FIRE I O ii N I N: 185507.69 � E: 1300057.64 F 301A 11-16 ��° II I WV SEC 5 w UNNAMED I� III ° I ° WV SEC 12B N: 185523.18 5 E: 1300053.58 1 co I - I �- I w I �II ° ml I aw I 11 4 00 w I II I I 6 I 653 LF 8 DI WATER I Iw w I II I I I I I 1 w I I � I II I I jw I I II I l II II I I I I I li ow I I of zI I al �1 a U I 00i U w I GENERAL NOTES 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 8. SEE SHEETS C80-C81 AND C500-5B FOR HARDSTAND CLEARANCES. 9. 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. YARD HYDRANT AT UTILITY STAND M 5� 0 1 I ! C> FIRE HYDRANT ASSEMBLY M510 2 3> WATER SERVICE AND AIR VAULT 1 - 2"x2" TEE 1 1 2 - 2" VALVES M510-3 1 - 1" SVC. LINE REFER TO MECHANICAL PLANS FOR CONTINUATION ® RELIEF VALVE VAULT. REPLACE EXISTING VAULT AND REINSTALL EXISTING RELIEF VALVE. SET NEW VAULT AND CONNECT VALVE TO NEW 6" LINE. RECONNECT M510 4 TO EXISTING DRAIN. 5 FLUSH SECTION VALVE M510-2 CONSTRUCTION NOTES EXPOSE PIPE TO NEAREST JOINT. CONTRACTOR TO CONFIRM THAT PIPE IS MECHANICAL JOINT TYPE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF CONDITIONS DIFFER. 1 - 2" 90° BEND 1 - 2" 90° BEND CONNECT TO EXISTING 8" DOMESTIC LINE AT EXISTING VALVE 1-8" RESTRAINED COUPLING SEE GENERAL NOTES 1 - 8" 45° BEND (RJ) CONNECT TO EXISTING 12" MAIN 1 - 12" CUT -IN TEE (FLxMJ) 1 - 12" FLUSH SECTION VALVE (FL) 1 - 12" COUPLING ADAPTER (FL x RJ) 2 - 12" SPOOL AS REQUIRED SEE GENERAL NOTES 7� 1 - 12" 45° BEND (RJ) :� 1 - 12"x8" TEE (RJ) 1 - 12" TEE (FL) 2 - COUPLING ADAPTER (FL x RJ) 1 - 12"x6" REDUCER (FL) 1 - 6" COUPLING ADAPTER (FL x RJ) 10 1 - 12"x6" TEE (RJ) CONNECT TO PRESSURE RELIEF VALVE 11 1 - 12" 22.5° BEND (RJ) 12 1- 8" COUPLING ADAPTER (RJ x FL) 1- 8"x6" REDUCER (FL) 1- 6" COUPLING ADAPTER (FL x RJ) KEY PLAN SCALE: N.T.S. SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY W-401304 R-4013159 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ber erAI3AM 20 10 0 10 20 40 CALL 48 HOURS 33301 9th Avenue South, Suite 300 1 11� mm 11� W= 11�l CIVIL PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 SCALE: IN FEET 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED JLC 06/08/18 FIRE PROTECTION AND WATER - SHEET 3 W4700331 - 06/08/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06/08/18 SHEET WAsh��� G SPECIFICATION IS APPROVED AV�® ��P °� ENGINEER TITLE APRON R INFRASTRUCTURE M262 M16 APPROVED BY DEPT. DATE JLC 06 08 18 CHECKED RENTON SITE W4700331 31271 o ww JOB NO. COMP NO. lsT �csa� � APPROVED ss�oNAL ��� APPROVED CIVIL MASTER SITE RENTON, WA IDWI No. 4-APRON-R-M262 MATr.HI INF SFF SHFFT C-,85 M 0 i O i W 75 Q CO CD 16 0 z 0 1= .E 0 ca J T I I I I I I I I I I I 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 MATCH LINE, SEE SHEET G83 P. of WA �f ""A//V" x 31271 w� ��ssioNaL MA scale feet ice-, ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE IAI L SUBTITLE 10 01 18 10 01 18 10/01 /18 TITLE 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. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT THE "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) AND THE APPROPRIATE BOEING OFFICIAL 48 HOURS MINIMUM BEFORE DIGGING FOR LOCATION OF UTILITIES. CIVIL PERMIT EXISTING CONDITIONS r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401316 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + W4700331 J' `' A ""' ` 10/01 / 18 G84 G15. JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—G84 CIVIL MASTER SITE 84 LF 2 WATER \\ y O R4 \• o \ I NINIF-10fulmuf E: 1300408.71 1' N: 186106.51 [ 3 E: 1360413.09 148 LF 12" DI FIRE MATCH LINE, SEE SHEET M264 I N: 186071.74 12 E: 1300385.65 20 LF 12" DI FIRE 200' SHORELINE SETBACK PER CITY OF RENTON N: 186058.49 12 - E: 1300370.74 ,,­20 LF 12" DI FIRE N: 186045.55 12 E: 1300355.39 I 20 LF 12" DI FIRE N: 186033.02 12 301 E: 1300339.70 N: 185982.53 c) E: 1300329.43 3 19 LF 12" DI FIRE N: 185979.46 x E: 1300329.57 10 \ 51 LF 2" WATER - M� 16 LF 12" DI FIRE 16 LF 10" DI FIRE q N: 185949.02 13 � E: 1300337.48 q I AD -------- - ----- 45 LF 10" DI FIRE 10"F N: 185964.242 14 26 ❑ Q E: 1300333.5 42 LF 12" DI FIRE I FIRE L J U) 16.81 10 LF 6" DI FIRE 307.96 ID 01 IQ N: 13 185909.67 EE:11 f E: 1300314.91 I�; �I I 97 LF 12" DI FIRE 96 LF 2" WATER I 24 LF 2" WATER ,� N: 185958.38 2 • a E: 1300236.51 33 C II STS sls sls ?" DI FIRE N: 185978.04 / N: 185955.16 7 E: 1300197.04 E: 1300236.07 N: 185979.28 2 I I E: 1300216.21 II 12" DI FIRE 963.52 J141.23 2" DI FIRE 15 LF 2" WATER j TS- I I I � II I I II �„ I II I I I I I I LU II I --- E -moo E ---- E --- F7"C O LIJSTS O 8"W FIRE 27 C FW I FV FW FW I II II I 8'C m I I w STS 8 ❑I cry II o rII olmam I m I R5 HARDSTAND 0 omomom om O O C7 U O cl-T- I- N: 1858, 2.63 4 O I E: 1300175.28 O L - MATCH LINE, SEE SHEET M262 11<9 FW FW 12" GENERAL NOTES 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 8. SEE SHEETS C80-C81 AND C500-513 FOR HARDSTAND CLEARANCES. 9. 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. 1 YARD HYDRANT AT UTILITY STAND I� M510-1 2> FIRE HYDRANT ASSEMBLY M510-2 WATER SERVICE AND AIR VAULT 1 - 2"x2" TEE 2 - 2" VALVES M 510 3 1 - 1" SVC. LINE REFER TO MECHANICAL PLANS FOR CONTINUATION 4 PIV SECTION VALVE 1� M510-2 CONSTRUCTION NOTES 1- 2" 22.5° HORIZ. BEND 2� 1- 2" 45° HORIZ. BEND COMPOUND BEND 1 - 2" 22.5° BEND 1 - 2" 45' BEND 1 - 8" COUPLING ADAPTER (RJ x FL) 1 - 8"x6" REDUCER (FL) 1 - 6" GATE VALVE (FL) 1 - 6" BLIND FLANGE SEE MITIGATION HANGAR PLANS FOR CONTINUATION 1 - 10" COUPLING ADAPTER (RJ x FL) 1 - 10" BLIND FLANGE SEE MITIGATION HANGAR PLANS FOR CONTINUATION 1 - 12"x8" TEE (RJ) P::� 1 - 12" 45° BEND (RJ) :� CONNECT TO EXISTING 10" FIRE MAIN 1 - 10" CUT -IN TEE (FL) 2 - 10" GATE VALVES (FL x MJ) 1 - 10" GATE VALVE (FL) 1 - 10" COUPLING ADAPTER (FL x RJ) 2 - 10" SPOOL AS REQUIRED CONCRETE THRUST BLOCK 1 - 12" 22.5° BEND (RJ) 10 1 - 12" TEE (RJ) 11 1 - 12" TEE (FL) 2 - 12" COUPLING ADAPTER (FL x RJ) 1 - 12"x6" REDUCER (FL) 1 - 6" COUPLING ADAPTER (FL x RJ) 12 PIPE DEFLECTION 13 CONNECT TO EXISTING 8" FIRE MAIN 1 - 8" RESTRAINED COUPLING 1 - 8" SPOOL AS REQUIRED SEE GENERAL NOTES KEY PLAN SCALE: N.T.S. SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY W-401306 R-4013160 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ber erAl AM 20 10 0 10 20 40 CALL 48 HOURS 33301 9th Avenue South, Suite 300 1 Iffim N� 11� N= F�l C) CIVIL PERM BEFORE YOU DIG Federal Way, Washington 98003-2600 SCALE: IN FEET 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED JLC 06/08/18 FIRE PROTECTION AND WATER - SHEET 4 W4700331 - 06/08/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06/08/18 SHEET �F WAsh/�� G SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE M263 M17 APPROVED BY DEPT. DATE JLC 06 08 18 CHECKED RENTON SITE R s�z�i o ww JOB NO. COMP NO. STsa� APPROVED W4700331 SS�oNAL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-M263 C'M 0 i O i w lei co N N co CD u; 0 z 0 0 ca J 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM I MGW 06/08/18 REVISION MATCH LINE, SEE SHEET M265 BY I APPROVED I DATE MATCH LINE, SEE SHEET M263 P. of WAsh� �f x 31271 w� ��ssioNaL 1 10 1 10 20 40 ��, 11� _1• FBI SCALE: IN FEET %/i UNAWN UAI L SUBTITLE ACCEPTABILITY JLC 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE JLC 06/08/18 GENERAL NOTES 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 8. SEE SHEETS C80-C81 AND C500-56 FOR HARDSTAND CLEARANCES. 9. 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. 1 FIRE HYDRANT ASSEMBLY M510-2 2� WATER SERVICE AND AIR VAULT 1 - 2"x2" TEE M510-3 2 - 2" VALVES REFER TO MECHANICAL PLANS FOR CONTINUATION 3 PIV SECTION VALVE 1I M510-2 CONSTRUCTION NOTES 1- 2" 22.5° BEND 2� CONNECT TO EXISTING 2" COPPER LINE IN VAULT 1 - 2" VALVE 1 - 2" ADAPTER B� 1- 2" 45° BEND PIPE DEFLECTION 1 - 12" 45° BEND (RJ) 1 - 12" TEE (FL) 2 - 12" PIV (FL) 3 - 12" COUPLING ADAPTER (FL x RJ) 1 - 12"x6" TEE (FL) 1 - 6" GATE VALVE (FL) 1 - 6" COUPLING ADAPTER (FL x RJ) 2 - 12" COUPLING ADAPTER (FL x RJ) 1 - 12" 22.5° BEND (RJ) 12" FIRE LINE PIPE DEFLECTION 10 1 - 12" 11.25° BEND (RJ) 11 CONNECT TO EXISTING 10" FIRE MAIN 1 - 10" RESTRAINED COUPLING 1 - 10" SPOOL AS REQUIRED (FL) 1 - 10"02" REDUCER (FL) 1 - 12" COUPLING ADAPTER (FL x RJ) SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY CIVIL PERMIT FIRE PROTECTION AND WATER - SHEET 5 KEY PLAN SCALE: N.T.S. W-401306 R-4013161 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N►1f10l1xxsl 06/08/18 APRON R INFRASTRUCTURE M264 M18 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WA DWG NO. 4—APRON—R—M264 CIVIL MASTER / / / �sls�s OUTFALL 002, / / / LAKE WASHINGTON 3 N: 186545.03 E: 1300926.11 N: 186496.35 1 E: 1300979.56 - Q�Qe U a \ / 4 LF 2" WATER \ \/ R2 _ N: 186492.12 / /P • 4 E: 1300975.07 72 LF 2" WATER 10� / 16 LF 2" WATER Si S1S S�� Sls S1S S1S III N: 186545.57 2 E: 1300909.98 II - I 42 LF 2" WATER I I N: 186530.7/9 2 I E: 1300870.62 0 I \\ I \\' N: 186512.28 2 \\� E: 1300837.16 N: 186508.89 1 E: 1300838.05 \ \ 118 LF 2" WATER I \\ I \ \ I \ \ I c) \\ \R3 145 LF 8" DI FIRE E: 1300778.38 N: 186450.70 E: 1300784.17 I `' / /-6 LF 2" WATER N: 186445.97 E: 1300780.03 �28 LF 2" WATER N: 186418.13 E: 1300779.19 8 N: 186408.47 E: 1301012.44 1 n"IAA rnnr / 0\°'GAP o 2 N: 186372.89 E: 1301107.48 1 E: 1301101.10// STS a / / 16 LF 8" DI FIRE U) Y) �E U) S1S � �P s ids /`L w N: 186368.79 1 <<�l U- E: 1301092.02 C 67 LF 8" DI FIRE Q.D STS 36" 58 LF 12" DI FIRE Sl \-143 LF 12" DI FIRE cn Ii III cn � 6 N: 186286.75 E: 1301044.26 v 67 LF 12" DI FIRE - 10"W i 15 LF 12" DI FIRE \ N: 186351.92 E: 1301027.22 \I N: 186271.80 6 E: 1301042.47 I I I I I I I I c� I r� I I I I '00e, I I I � I I II I I II I I I N: 186378.54 7 II E: 1300897.97 I I 200' SHORELINE SETBACK I PER CITY OF RENTON .I I '� II I I II I II I - II II II I I I II I II 89 LF 12" DI FIRE I I II I II I I I I II I I I II II A s A M MATCH LINE, LINE, SEE SHEET M264 I I 36" S STS LOADING/UNLOADING RAMP METAL NOT ANCHORED TO GROUNa N: 186255.27 E: 1301046 . 9545 o CIO m o coo CID ° WASTEWATER ° CIO m10"W FIRE F W o �0 - - �r�K � sus n » a m Imo_- 12HH r II 16 / 17 Qa 19 LF 12 DI FIRE / 4-82 BUILDING GENERAL NOTES 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 8. SEE SHEETS C80-C81 AND C500-5B FOR HARDSTAND CLEARANCES. 9. 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. YARD HYDRANT AT UTILITY STAND M510-1 1 2> FIRE HYDRANT ASSEMBLY M510-2 3> WATER AND AIR SERVICE VAULT 1 - 1 "x 1 " TEE 2 - 1" ISOLATION VALVE M510-3 1 - 2"x1" REDUCER 1 - WATER SERVICE VAULT 4 FLUSH SECTION VALVE --I M510-2 CONSTRUCTION NOTES 1- 8" COUPLING ADAPTER (RJ x FL) 1- 8"x6" REDUCER (FL) 1- 6" COUPLING ADAPTER (FL x RJ) 1- 2" 225 BEND 1- 2" 45° BEND 1- 2" 90° BEND 5� CONNECT TO EXISTING 10" FIRE MAIN 1 - 10" RESTRAINED COUPLING 1 - 10" SPOOL AS REQUIRED (FL) 1 - 10" FLUSH SECTION VALVE (FL) 1 - 10"x12" REDUCER (FL) 1 - 12" COUPLING ADAPTER (FL x RJ) 1 - 12" 22.5° BEND (RJ) 7� 1 - 12"x8" TEE (FL x RJ) :� 1 - 12" 90° BEND (FL x RJ) 1 - 8" COUPLING ADAPTER (FL X RJ) 1 - 8"x6" REDUCER (FL) 1 - 6" COUPLING ADAPTER (FL X RJ) KEY PLAN SCALE: N.T.S. SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY W-401307 R-4013162 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerABAM 20 10 0 10 20 40 CALL 48 HOURS I MI no 33301 9th Avenue South, Suite 300 Em Em NI CIVIL PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 SCALE: IN FEET 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED JLC 06/08/18 FIRE PROTECTION AND WATER - SHEET 6 W4700331 - 06/08/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06/08/18 SHEET �w���F WAsh��� G SPECIFICATION IS APPROVED ��P °� ENGINEER TITLE APRON R INFRASTRUCTURE M265 M19 APPROVED BY DEPT. DATE JLC 06/08/18 CHECKED RENTON SITE W4700331 31271 o ww JOB NO. COMP NO. lsT �csa� � APPROVED SS�oNAL ��� APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-M265 a SYM I REVISION APRON R INFRASTRUCTURE 24" DIXON SCVS6 \ EXCESS FLOW VALVE .) � G ISOLATION VALVE (TYP.) 1/2" CEJN SERIES 326 SS E—SAFE QD (FEMALE) (TYP.) [fm 24" 3/4" 3/4" CEJN SERIES 430 E—SAFE QD (FEMALE) DIXON SCVS8 EXCESS FLOV VALVE AIR MANIFOLD D ETA 1 SCALE: NONE DIXON SCVS8 \ EXCESS FLOW VALVE .) —\ C 4� ISOLATION 3/4" CEJN SE IESVE (iYP.) 430 E—SAFE QD (FEMALE) (TYP.) AIR MANIFOLD D ETA I SCALE: NONE BY I APPROVED I DATE I SYM W47003311 FSi 1 1 06.08.18 REVISION 3/4" MALE NON FREEZE YARD HYDRANT. WATTS M110, M111IM510-1 1" CAP rrOPT SEE CIVIL FOR CONTINUATION AND DEPTH REQUIREMENTS 3/4" MALE NON FREEZE YARD HYDRANT, WATTS HY-800 OR EQUAL BY I APPROVED I DATE PPORT UT SU SEE CIVIL FOR CONTINUATION AND DEPTH REQUIREMENTS Q� BOE/NG C'— 0 24" DIXON SCVS6 EXCESS FLOW VALVE (TYP.) - ISOLATION VALVE (TYP.) 1 /2" CEJN SERIES 326 SS E—SAFE QD (FEMALE) (TYP.) AIR MANIFOLD DETAIL SCALE: NONE �� V � �V � P�� pF WASy�Nc� C A 48289 jSTERE,� , eSS/ONAL E� CAP (TYP.) ACCEPTABILITY W. BOONE THIS DESIGN AND/OR CHECKED o SPECIFICATION IS APPROVED G. MIIEH ENGINE z I APPROVED BY DEPT. I DATE A. LANGDON 3/4" MALE NON FREEZE YARD HYDRANT, WATTS HY-800 OR EQUAL U� ISTRUT S T UPPER M1141M510-1 41 t SUBTITLE 06.08.18 06.08.18 TITLE 06.08.18 MECHANICAL MASTER PIPING DETAILS APRON R INFRASTRUCTURE SITE 04—APRON R S ITE FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT ====to CURRENT REVISION SYMBOL DATE W4700331 06.08.18 SHEET M510-1 M20 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04—APRON—R—M510-1 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 STORZ 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 cV GRADE CONC THRUST BLOCK 3000 PSI @ 28 DAYS BEARING AREA = 3 SF POLY COVER o 0 OVER GRAVEL NEW 6" GATE VALVE (FLXMJ)- \\ �^00 D° o O Op° o ° o CONC BLOCK 4"x16"x16" DO NOT COVER DRAIN 1/2 CY OF GRAVEL BACKFILL FOR DRAINS TWO 3/4" DIA SHACKLE RODS COAT W/ BITUMASTIC 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 SITE PLANS AND DETAILS FOR LOCATIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. 5. OMIT BOLLARDS WHERE OTHER BARRIERS PREVENT RISK OF DAMAGE. NEW CAST IRON VALVE BOX W/ SLIDE EXTENSION �NEW TEE OR REDUCER AS IDENTIFIED PER PLAN UNDISTURI SUBGRADE CONC THRUST BLOCK -3000 PSI @ 28 DAYS FIRE HYDRANT ASSEMBLY SECTION M260 SCALE: NTS THRU M265 00 3„ NI MIN. LETTERS ENTERED CN�Fill SEC 2,-0" 4" STEEL GUARD POST TYPICAL 4-PLACES 0 2.5' (MIN.) I I i 0 0 FIRE HYDRANT BOLLARD LAYOUT (TYP. PAINT RED BLOCK LETTERS SIZED TO FIT AVAILABLE SPACE, TYP PAINT WHITE BACKGROUND STAND PIPE VALCOM POSITION INDICATOR - 3" MIN. RED 3" INTERIOR PAINT MARKINGS DETAIL LETTERS, TYP SURFACE PAINT MARKINGS DETAIL 00 I N of w 0 U .__- O I N "OPEN" TARGET PLATE NOTE: TARGET PLATES SHALL BE ORIENTED TO BE READ WHEN LOOKING IN DOWNSTREAM DIRECTION OF FIRE WATER FLOW. SHUT" TARGET PLATE -ADJUSTABLE INDICATOR POST GRADE FIRE RISER PIV ONLY: 1 " CONDUIT FOR TAMPER SWITCH VALVE (FL) 4" STEEL GUARD POST TYPICAL 4-PLACES r--------------0 171 z 2.5' (MIN.) LO N I � I I I I I I I I I I I I I I I I I O O PIV BOLLARD LAYOUT (TYP.) NOTE: THE PIV BOLLARD LAYOUT SHOWN REPRESENTS TYPICAL SPACING ONLY. REFER TO SITE PLANS AND DETAILS FOR LOCATIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. OMIT BOLLARDS WHERE OTHER BARRIERS /\\/\\/\\ 7­1a \ \\/\\/\\/ PREVENT RISK OF DAMAGE. %/%i%/ii,// °////�//�//\� UNDISTURBED SUBGRADE d D 9 ONC THRUST BLOCK D a D D 3000 PSI @ 28 DAYS �2 POST INDICATOR VALVE (PIV) TYPICAL SECTIO M263 SCALE: NTS M264 PLAN VIEW NEENAH FRAME AND LID MODEL # R5900-B WITH CASTING INSERT READING "FIRE" PAINT WHITE MOUNTED FLUSH WITH EXISTING GRADE SEE INTERIOR PAINT MARKINGS DETAIL BACKGROUND FINISH GRADE _j -INSERT ACTUAL SECTION VALVE NUMBER FOR XXX NOTES: 1. COORDINATE ALL WORK WITH BOEING. 2. INSTALL THE VALCOM MODEL 179-LP6 LOW PROFILE POSITION INDICATOR PER THE MANUFACTURER'S RECOMMENDATIONS. THE TOP OF THE 2-INCH AWWA NUT SHOULD BE APPROXIMATELY 3-INCHES BELOW THE FINISHED GROUND ELEVATION. THE VALVE POSITION INDICATION SHALL BE LOCATED FACING THE ADJACENT BUILDING, OR ORIENTED AWAY FROM WHERE THE VALVE WILL MOST LIKELY BE OPERATED TO ALLOW THE OPERATOR TO READ THE VALVE POSITION EASILY. 3. PLACE THE REBAR, NEENAH MODEL R-5900-B FRAME AND LID, AND CONCRETE AS SHOWN TO THE FINISHED ELEVATION. 4. PAINT WHITE BOX AROUND THE VALVE (AS SHOWN). PAINT "FIRE" AND "SEC ###" ON TWO SEPARATE LINES IN RED BLOCK LETTERING WITHIN THE WHITE PAINT BOX BENEATH THE VALVE AS SHOWN. ### SHALL REFER TO THE ACTUAL VALVE NUMBER IN THE FIELD. `4� FUSH SECTION VANE DETAILS M262 SCALE: NTS 1__1/ THRU M263 M265 #4 x 30" EPDXY COATED REBAR (8 PLACES) SEE SURFACE PAINT MARKINGS DETAIL U #4 REBAR (BEYOND) a< a ° a � ° a N 2" AWWA NUTa V'ALC0�1 IOW °PROFILE ° a a POSITION INDICATOR a ° a ° ° a o °a ° MODEL, # 179-6P6 v v ° ADJU$T VALVE STEM AND'INSTALL 2" AWWA NUT ° a g TO` -BE APPROXIMATELY' 12" ,FROM FINISHED GRADE. a a o a °STANO°PIPE ° v SECTION A 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 G2. 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) DETECTABLE WARNING TAPE PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS o °a ° 14 1/2" 30" MIN COVER ° o MIN SEE NOTES TRENCH BACKFILL SHALL BE CSBC PER WSDOT STD SPEC 9-03.9(3) - / °° '0- 000°000 000°00°°000 0 GEOTEXTILE FOR o ° °oo o °00 0 °o o °00 00 00 00 00 AS REQUIRED FOR \ 0000 0000000o 000o 0000 °oo ° °o° /1000 0000000°000°o00°00°°0°° OVEREXCAVATION. 00 °°00°° °° 0°°00°° 0°0 SEE NOTE 2. ° QUARRY SPACES FOR AS REQUIRED FOR MIN TRENCH WIDTH OVEREXCAVATION. SEE NOTE 2. FOR PIPE DIAMETER < OR = 15"; WIDTH = PIPE DIA + 30" FOR PIE DIAMETER > 15"; TYP. PPE BEDDING SECTION- WIDTH = (PIPE DIA X1.5) + 18" � M110-M115 SCALE: NTS M260-M265 E110-E115 R360-E365 9 1/2" MIN 6" MIN PIPE OUTSIDE DIAMETER 6" MIN 12" MIN OVEREXCAVATION AS REQUIRED SEE NOTES (TYP) PIPE BEDDING PER WSDOT 9-03.12(3) SEE PAVING PLANS TRENCH BACKFILL SHALL BE DETECTABLE CSBC PER WSDOT STD WARNING TAPE. 6" MIN ABOVE CROWN (TYP.) SPEC 9-03.9(3) SEE WSDOT STANDARD SPEC. 9-29.1(6) p d. d 1 .p u pa a d 4. p d p z d d d z p . d. d d d. p' g z p a d p_ 9 d• p d d. p. d p. ^ d d d. p p, d N 4 d d N d d V p' p d d d p d p d. p d• p. d dd Ai 1' 2.25' 1' 1' 1' SEE NOTE 6 BELOW 6 MIN. QDIAM, TYP. OF 6" MEN. UTILITIES - 3" AIR (TYP.) PIPE BEDDING PER WSDOT SEE MECHANICAL PLANS FOR SIZE TYP. OF ALL UTILITIES IN ALL LOCATIONS STD SPEC 9-03.12(3) 2" DOMESTIC WATER (TYP.) SEE FIRE PROTECTION AND WATER PLANS 3 - 4" POWER FOR SIZE IN ALL LOCATIONS + 1 - 4" SPARE 3-3"COMM SEE NOTE 6 BELOW 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 G2. 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 CONDUIT ARRANGEMENT SHOWN REPRESENTS THE WIDEST CASE. REFER TO ELECTRICAL PLANS FOR VARIOUS ELECTRICAL AND DATA SECTIONS. 5 PPE BEDDING AT JOINT UTILITY TRENCH M 110-M 115 SCALE: NTS M260-M265 E110-E115 E360-E365 SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY R-4013164 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED JLC 06 08 18 MECHANICAL DETAILS - SHEET 1 W4700331 - 06/08/ 18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06 08 18 SHEET WAsh��� G SPECIFICATION IS APPROVED �P ENGINEER TITLE APRON R INFRASTRUCTURE M510-2 M21 APPROVED BY DEPT. DATE JLC 06 08 18 CHECKED RENTON SITE 31271 o ww JOB NO. COMP NO. AL �clAPPROVED ss�oN�W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-M510-2 IWO BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 75 o_ N N_ 00 0 N u; 0 z 0 0 ca M J i Full 180° Open —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 —I —I —I —I- -I —I —I —I —I —I —I —I —I —I —I —I —I —I —I —I - Cover No. 3030-P 110 lbs. Optional Solid Base No. 3030-SB 950 lbs. NOTES: 1. ALL VAULTS AND JUNCTION BOXES SHALL MEET THE LOAD RATING SPECIFIED ON SHEET G2. 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. i BeraerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 11„ 2 2'-4„ 2'-6" N `-r) i / /- Ulu. uvi Lo For Frame Hold -Down PLAN VIEW SIN Cover Not Shown 2'-08„ 5 Dic. Knockouts o 2 Each Side, 4 Sides I I N 1„61>, I 41„ 2 8 2 FRONT VIEW SIN 2'-O8" 5 Dia. Knockouts 2 Each Side, 4 Sides L _ I _ d 2„ 68„ 1'-112» FRONT VIEW Shown With Optional Solid Base T2 LGalvanized Diamond Plate Cover w/ Locking Latch PLAN VIEW -Dnown min l-over 2'-08„ O Lift Hole 1 1 /2" Dia. I 1'-112" SIDE VIEW 2'-O8" Lift Hole 1 1 /2" Dia. — 1'-112„ — SIDE VIEW Shown With Optional Solid Base DOMESTIC WATER AND COMPRESSED AIR VANE AND TEE VAULT M261 SCALE: NTS THRU M265 BY I APPROVED I DATE ABAM I MGW 06/08/18 SYM REVISION BY I APPROVED I DATE P. of WA �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL ACCEPTABILITY IJLC THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE JLC LU i 2 II 0 I w I M261 )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CW - I C(`CNIFI INSULATED UTILITY. INSULATION AND HEAT TRACE WIRE TO MATCH EXISTING ABOVE GROUND DOMESTIC WATER UTILITY. REMOVE ABOVE GROUND UTILITY UNDERGROUND LIMITS CONSTRUCTION NOTES 1� WATER AND AIR UTILITY VAULT 2� PRESSURE REDUCING VALVE 3� PROVIDE TEMPORARY ECO BLOCK WALL 4� REMOVE CONCRETE BARRIER SECTION 5� CUT -IN -TEE TO EXISTING DOMESTIC WATER LINE WATER VALVE 7� CAP EXISTING DOMESTIC WATER [: cW W — — — — — — — — — - I I I I I J � LL A --- I I I I � --- A--.-- I I I A--- A A- TEMPORARY WATER LINE DETAILS SCALE: NTS CIVIL MASTER SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY CIVIL PERMIT, MECHANICAL DETAILS - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE SITE R-4013165 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/08/18 SHEET M510-3 M22. JOB NO. COMP NO. W4700331 RENTON, WA DWG No. 4—APRON—R—M510-3 75 N N co 0 N L 0 z E 0 c 0 A 0 ca J a FRAME AND GRATE SPRING ASSIST ° ° a. a. 4, VAULT LID °. a a° ° e e a Tn O O a O O ° a. O O PRESSURE RELIEF VALVE a a a s a °. °. ° a a 6'-6 1/2" MIN. P RV VAULT ELEVATION M510-4 SCALE: NTS PRECAST VAULT 1. VAULT IS TO BE AIRPLANE RATED PER LOADS ON SHEET G2. 2. LID NEEDS TO BE AIRCRAFT RATED WITH LIFT ASSIST. NEENAH FRAME AND GRATE ASSEMBLY R-3498-R2S, OR EQUIVALENT. 3. VERIFY LOCATION OF INCOMING AND OUTGOING PIPES BEFORE CREATING KNOCKOUTS. 4. SHALLOW GROUND WATER (APPROX 4.5' OR SHALLOWER PER GEOTECH REPORT). 12" DRAIN OUT OF VAULT MATCH EXISTING LOCATION AND ELEVATION. VERIFY POSITION IN FIELD PRIOR TO FABRICATION OF VAULT. 6" FII INTO 5'-0 1/2" MIN. P RV VAULT ELEVATION M5510-4 SCALE: NTS SEE STRIPING PLAN FOR VAULT STRIPING NEENAH FOUNDRY -- -- FRAME AND GRATE ---- r----teR-3498-R2S OR APPROVED SIMILAR I I I ii ,r i1 �I I I III II II II II IIII I I III II II II II IIII I I III II II II II ICI I A I--:��----�P — I M510-4 L ---- J I II — II I u u dr--I WE CXU I WE wmm3zz-- 6" FIRE INTO VAULT P RV VAULT PLAN- SCALE: NTS SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM I MGW 06/08/18 J REVISION RAIN OUT OF VAULT FIRE PRESSURE RELIEF VALVE VAULT DETAILS M262 SCALE: NTS BY I APPROVED I DATE SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY P. of WA,/ �f BOE//V" �P �1 x 31271 w� ��ssioNai✓ (2) TYPE "SA" HINGES 4" —1 W� ..,_,.._L.�-.�IllA7 EXIST P R V VAULT SCHEMATIC M510-4 • SCALE: NTS 3/4" HIGH RECESSED LTRG. RAISED FLUSH f-Ml�•.. JJ"P. I'm�I.I.. 1— I 1/2" HIGH RECESSED LTRG. RAISED FLUSH 1" HIGH RECESSED LTRG. RAISED FLUSH I I � I I I (3) 7/8' DIA. HOLE ��_��,�::— I I THRU RIB ON LID L=— :::: _ I (TYP. 2 PLACES) I + I ®�®® rl!J_iA3�''11�i (1) AS -CAST HANDLE J 3/4- HIGH RECESSED ■1 42" X 42" 38 3/8" x 38 3/8" ii Im 4 3/16" a 10 3/4" — x FRAME AND LID BOLTED M W/ (2) 1/2" S.S. HEX. HD. CAP SCREW AND WASHER (1) HOLD DOWN LATCH RELEASE LEVER ((HEX. HD. DEEP SOCKET WELDED TO FAB. STEEL T—HANDLE PER NF—T966) TYPE "C" LID DESIGN W/ PERMAGRIP TEXTURE XISTING CONCRETE OUTLET PIPE TO LAKE WASHINGTON - SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) SAFETY ARM (ENGAGED) SAFETY ARM (DISENGAGED) SPRING ASSIST PER NF-T994 STAINLESS STEEL 17-7 (SHOWN IN UNWOUND POSITION) !PW-- (1) HOLD DOWN LATCH - DUCTILE IRON SEE DRAWING NF-T960 FOR LATCH DETAILS KITS INCLUDED IN THIS UNIT 1 X 81706 - SAFETY ARM 1 X 81990 - LATCH KIT 2 X 91558 - BOLTING KIT 1 X 81981 - SPRINGS KIT NOTE: CAPABLE OF WITHSTANDING MINIMUM 100,000-POUND LOADS PER FAA ADVISORY CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.D.(1). MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A COMPONENT NO'S: FRAME 3498-2236, LID 3498-0158 MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B LID - CAST DUCTILE IRON ASTM A536, 55 + KSI. FINISH: NO PAINT PER FAA ADVISORY CIRCULAR AC 150/5370-10A WEIGHT: FRAME 202#, LID 483#, SPRING ASSIST ASSEMBLY APPROX. 34# NEENAH FOUNDRY FRAME AND GRATE - R-3498 SCALE: NTS BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ACCEPTABILITY DRAWN JLC DATE 06/08/18 SUBTITLE THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED SPT 06 08 18 ENGINEER JLC 06/08/18 TITLE APPROVED BY DEPT. I DATE CIVIL MASTER R2S CIVIL PERMIT, MECHANICAL DETAILS - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE R-4013166 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 — 06/08/18 SHEET M510-4 M23. JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—M510-4 SYM I REVISION APRON R INFRASTRUCTURE 4-20 BUILDING I APRON R 3" AIR COMPRESSED AIR BUILDING CONNECTION SCALE: NONE BY I APPROVED I DATE W47003311 FSi 1 1 06.08.18 SYM i i i 4-82 BUILDING I APRON R UTILADOR I � 3" AIR I I 1 � I I I I COMPRESSED AIR BUILDING CONNECTION M 111-510-5 SCALE: NONE M 114 M510-5 REVISION BY APPROVED DATE W. q� pF WASy�Nc � BOE//V� A 48289 GI STEREO SSNNAL EN� ACCEPTABILITY W. BOONE THIS DESIGN AND/OR CHECKED G. o SPECIFICATION IS APPROVED ENG NEIER z APPROVED BY I DEPT. I DATE A. LANGDON 41 t SUBTITLE 06.08.18 06.08.18 TITLE 06.08.18 MECHANICAL MASTER PIPING DETAILS APRON R INFRASTRUCTURE SITE 04—APRON R S ITE CONSTRUCTION NOTES PROVIDE 3" COMPRESSED AIR PIPING DOWNSTREAM OF ISOLATION VALVE. FSi consulting engineers Seattle, Washington Solutions & Service CIVIL PERMIT mmmmo CURRENT REVISION SYMBOL DATE W4700331 — 06.08.18 SHEET M510-5 M24 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 04—APRON—R—M510-5 3 v 0 w I Of I Z 0 Of Q I 0 .3 0 0 i 0 a Of c 0 a Q V) I 0 m E 0 Q m 0 i U N 0 L IL w CD J 00 a; M N PLAN SYMBOLS POWER ® PANELBOARD, 480Y/277V, 3 PHASE 0 PANELBOARD, 208Y/12OV, 3 PHASE e EQUIPMENT IDENTIFICATION 'Y' DENOTES EQUIPMENT NUMBER "Y" DENOTES HP OR KW RATING © ENCLOSED CIRCUIT BREAKER ❑-I DISCONNECT SWITCH, NON -FUSIBLE OJ DISCONNECT SWITCH, FUSIBLE Z' MOTOR STARTER (COMBINATION) ❑T OR TRANSFORMER (SIZE AS SHOWN, IN KVA) J@OR J❑ JUNCTION BOX O 460 VOLT MOTOR (SIZE AS NOTED) 115 VOLT MOTOR (SIZE AS NOTED) 0 TELEPHONE/POWER POLE 20A, 120V, 1 PHASE, DUPLEX, HUBBELL 5262 (2) 20 DUPLEX RECEPTACLES, HUBBELL 5262 ® EQUIPMENT CONNECTION (AS NOTED) CONDUIT NOT BURIED BURIED CONDUIT WIRING (UNDERGROUND & IN FLOOR SLAB) CONDUIT, UNDER RAISED FLOOR FLEXIBLE METAL CONDUIT INDICATES PHASE CONDUCTOR (SIZE AS NOTED) INDICATES NEUTRAL CONDUCTOR INDICATES GROUND CONDUCTOR INDICATES ISOLATED GREEN GROUND CONDUCTOR CIRCUIT SOURCE PANEL/(2P OR 3P CKT), 1 P CKT 1 D6-1 /(1,3,5),7 CONDUIT TURNS DOWN CONDUIT TURNS UP CONDUIT ONLY C.O. E EMERGENCY CIRCUIT COMMUNICATIONS 1 TELEPHONE OUTLET SZ DATA OUTLET I VOICE/DATA OUTLET LIGHTING ® 1' X 4' SURFACE FLUORESCENT LUMINAIRE ® CLASS 1, DIV 1, EXPLOSION PROOF, COPPER FREE ALUMINUM HOUSING, STAINLESS STEEL HARDWARE, HIGH IMPACT RESISTANT TEMPERED BOROSILLICATE GLASS GLOBES, ADJUSTABLE ALUMINUM SURFACE MOUNTING BRACKETS. 0 4' STRIP FLUORESCENT LUMINAIRE, COLD ROLLED STEEL HOUSING, BAKED WHITE ENAMEL FINISH, WIRE GUARDS FULL -CUTOFF WALL MOUNTED LUMINAIRE, DIE-CAST ALUMINUM HOUSING, WET LOCATION LISTED, PREMIUM POLYESTER POWDER COAT PAINT FINISH IN BRONZE 00 LIGHT FIXTURE - FLUORESCENT WITH ALL BALLASTS ON EMERGENCY CIRCUIT SELF CONTAINED, WALL MOUNTED EMERGENCY LIGHTING UNIT �+ EXIT SIGN, WALL MOUNTED ®+ EXIT SIGN, CEILING MOUNTED FIXTURE IDENTIFICATION e 'Y' DENOTES FIXTURE TYPE "ZZ" DENOTES FIXTURE WATTAGE $, $3, $4 TOGGLE SWITCHES - LINE VOLTAGE, SINGLE POLE/ 3-WAY/ 4-WAY NUMBER OF SWITCHES UNDER COMMON PLATE AS INDICATED. $Lv, 2$Lv, , 4$Lv LOW -VOLTAGE LIGHTING CONTROL SWITCHES. NUMBER OF SWITCHES UNDER COMMON PLATE AS INDICATED. LV LOW -VOLTAGE LIGHTING CONTROL WIRING. 3/C #18 AWG IN 1/2"C UNLESS OTHERWISE NOTED. DIAGRAM SYMBOLS SINGLE LINE uiu TRANSFORMER (DASHED LINE INDICATES ELECTROSTATIC ffm SHIELD) i FUSED SWITCH I/ DISCONNECT SWITCH f IDIO—I 600 A M.L.O. 3 PH, 3 W IDIO-2 225 A M. BKR, 3 PH, 4W PANELBOARDS Di DISCONNECT SWITCH GROUNDING GROUND CABLE (UNDERGROUND) & CABLE CONNECTION POTENTIAL TRANSFORMER GROUND ROD CONNECTION 2 480:120 QUANTITY & RATIO AS SHOWN GROUND CABLE PIGTAIL CURRENT TRANSFORMER G GROUND CONDUCTOR IN CONDUIT 3 800:5 QUANTITY & RATIO AS SHOWN INTERLOCK FIRE ALARM K K=KEY M=MECHANICAL E=ELECTRICAL 4 MANUAL PULL STATION q AS AMMETER w/SWITCH Ts FIRE SPRINKLER TAMPER SWITCH Fs FIRE SPRINKLER FLOW SWITCH V VS VOLTMETER w/SWITCH Ps FIRE SPRINKLER PRESSURE SWITCH WHM WATTHOUR METER SYM I REVISION BY APPROVED DATE SYM REVISION — APRON R INFRASTRUCTURE W47003311 CASNE CEC 06.08.18 GENERAL DEMOLITION NOTES GENERAL CONSTRUCTION NOTES 1. ALL CONDUIT SCHEDULED FOR DEMOLITION SHALL BE COMPLETELY REMOVED BACK TO A. WORK INCLUDED: FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS FOR THE SOURCE OR NEAREST ACCESSIBLE JUNCTION BOX. WIRING SCHEDULED FOR COMPLETION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK AS INDICATED ON THE p DEMOLITION SHALL BE REMOVED BACK TO SOURCE. SCHEDULED TO REMAIN CONDUIT DRAWINGS. C STUB UPS SHALL BE CUT OFF AND PLUGGED FLUSH WITH SLAB SURFACE UNLESS OTHERWISE NOTED. B. CODES AND ORDINANCES: ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES, AND C� SHALL CONFORM TO THE NEC. c 2. COORDINATE DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT WITH THE BOEING Q REPRESENTATIVE. COPPER AND OTHER METALS SHALL BE SALVAGED TO BOEING. C. RECORD DRAWINGS: MAINTAIN UP TO DATE "AS -BUILT" DRAWINGS ON SITE AT ALL T PLACE MATERIALS IN CONTAINERS PROVIDED BY BOEING. TIMES. CLEARLY INDICATE ON THESE DRAWINGS, IN RED PENCIL, THE LOCATIONS OF ALL CONCEALED AND UNDERGROUND CONDUIT, AND ALL DEVIATIONS TO THE CONTRACT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DE -ENERGIZING ANY CIRCUITS OR DRAWINGS. EQUIPMENT REQUIRED FOR THIS DEMOLITION WORK. D. CIRCUIT BREAKERS INSTALLED IN EXISTING PANEL BOARDS: THE SAME MANUFACTURER 4. COORDINATE AND SCHEDULE WITH BOEING ANY POWER SHUT DOWNS REQUIRED BY AND FRAME TYPE AS THOSE REQUIRED FOR THE EXISTING PANELBOARDS. AIC RATINGS THIS DEMOLITION WORK. ENSURE THAT ADEQUATE TEMPORARY AND/OR REROUTING OF AND FRAME TYPES SHALL BE AS INDICATED ON DRAWING OR IN PANEL SCHEDULES. SERVICES ARE APPROVED TO AREAS NOT PART OF THIS DEMOLITION WORK, BUT WHICH ARE ADJACENT TO THE AREA(S) OF WORK AND WHICH WOULD BE AFFECTED BY A H. CIRCUIT IDENTIFICATION SHUT DOWN. THE CONTRACTOR SHALL FOLLOW THE BOEING STANDARD LOCKOUT/TAG 1. PROVIDE SELF-ADHESIVE LABELS ON INTERIOR 120V RECEPTACLES, 120V & 277V OUT (LOTTO) PROCEDURES THROUGHOUT ANY REQUIRED SHUT DOWN, DEMOLITION LIGHT SWITCHES, DEVICES, BOXES AND JUNCTION BOXES, 480V RECEPTACLES, AND AND/OR TEMPORARY RECONNECTION PROCESS. DISCONNECT SWITCHES. LABELS SHALL BE 3/8 INCH, WHITE LETTERS ON BLACK BACKGROUND. 5. REMOVAL AND DISPOSAL OF ALL IDENTIFIED HAZARDOUS MATERIALS SHALL BE 2. PROVIDE NAMEPLATES ON ALL PANEL BOARDS, CONTROL PANELS, ETC., AND ALL PERFORMED UNDER THE REQUIREMENTS OF BOEING SHEA, OSHA, EPA AND ANY EXTERIOR EQUIPMENT AND DEVICES, INSTALLED OR REVISED UNDER THIS CONTRACT. OTHER AUTHORITY HAVING JURISDICTION IN APPLICABLE STATE, CITY AND LOCAL THIS INCLUDES THOSE NOT PHYSICALLY RELOCATED BUT RECIRCUITED. SECURE CODES. NAMEPLATES TO EQUIPMENT USING SCREWS OR WIRE LOOP. ADHESIVES ARE NOT ACCEPTABLE. USE ENGRAVED NAMEPLATES, METAL OR PHENOLIC WITH 1 /4 INCH 6. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND WHITE LETTERS ON BLACK BACKGROUND ABANDON BELOW GRADE CONDUITS NOT IN USE. 3. PROVIDE WIRE AND CABLE MARKERS ON EACH CONDUCTOR IN PANEL BOARD r GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT ALL LOAD CY CONNECTIONS. IDENTIFY WITH BRANCH CIRCUIT OR FEEDER NUMBER AS INDICATED a C ON DRAWINGS. FOR CONTROL WIRING, IDENTIFY WITH WIRE NUMBER INDICATED ON C THE SCHEMATIC OR INTERCONNECTION DIAGRAMS. USE CLOTH MARKERS, SPLIT C SLEEVE OR TUBING TYPE I� 4. NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT T IS SERVED FROM. (E.G. - "1 G8/2abc" FOR CIRCUIT 2abc FROM PANEL 1 G8) d I. ALL SHUTDOWNS SHALL BE COORDINATED WITH BOEING AND APPROVED BY BOEING AT - LEAST 72 HOURS PRIOR TO DE-ENERGIZATION. J. CONTRACTOR TO COORDINATE THE APPROPRIATE AREA FOR STAGING AND EQUIPMENT STORAGE ON SITE WITH BOEING PRIOR TO MOBILIZATION. K. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ABBREVIATIONS 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. AFF ABOVE FINISHED FLOOR AHC ABOVE HUNG CEILING AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE CB CIRCUIT BREAKER C.O. CONDUIT ONLY CRU COMPUTER ROOM UNIT DED DEDICATED DP DISTRIBUTION PANEL BOARD EF EXHAUST FAN EMT ELECTRICAL METALLIC TUBING c EPO EMERGENCY POWER OFF T EWC ELECTRIC WATER COOLER li FACP FIRE ALARM CONTROL PANEL C FAR FIRE ALARM RELAY C FATU FAN TERMINAL UNIT r FVNR FULL VOLTAGE, NON -REVERSING T GFI GROUND FAULT INTERRUPTER a GND GROUND HP HORSEPOWER IMC INTERMEDIATE METAL CONDUIT LV LOW VOLTAGE M. BKR. MAIN BREAKER MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY NACB NON -AUTOMATIC CIRCUIT BREAKER N.C. NORMALLY CLOSED N.O. NORMALLY OPEN PH PHASE PNL PANEL PVC POLY -VINYL CHLORIDE (CONDUIT) RF RETURN FAN RGS RIGID GALVANIZED STEEL (CONDUIT) RMC RIGID METALLIC CONDUIT RVNR REDUCED VOLTAGE, NON -REVERSING SRP SMOKE REMOVAL PANEL SRR SMOKE REMOVAL RELAY SWBD SWITCHBOARD SF SUPPLY FAN ST SHUNT TRIP CIRCUIT BREAKER THHN HEAT -RESISTANT THERMOPLASTIC (WIRE INSULATION TYPE) THWN MOISTURE- AND HEAT -RESISTANT THERMOPLASTIC (WIRE INSULATION CASNE ENGINEERING, INC. CE ELECTRICAL AND TECHNOLOGY CONSULTANTS TYPE) 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 U H UNIT HEATER (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 WP WEATHER PROTECTED XFMR TRANSFORMER [CIVIL PERMIT] BY I APPROVED I DATE Q� BOE/NG` C'- �4< G vo 35276 IST o�� `SI ONAL����� � 0 ACCEPTABILITY N. LAPRISE THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED S. SMITH N IN *SVED BY DEPT. I DATE P. JONES NIL SUBTITLE 11.04.16 SYMBOLS, ABBREVIATIONS & GENERAL NOTES 11.04.16 11.04.16 TITLE APRON R INFRASTRUCTURE ELECTRICAL MASTER CURRENT REVISION SYMBOL DATE W4700331 06.08.18 SHEET EO EO R E N TO N 01 T E JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 04-APRON-R-EO UNIT SUBSTATION BREAKER RATINGS F — FRAME S — SENSOR X — RATING PLUG 5000 AF 5000 AS 5000 AX 5000A 10 14B SWBD BUS 13B �o TIE TO VAULT 49A l 800AF SEE SHEET 04-020—E4G—V49A of 0) VA6 800A 480/ 277 3" C, 3-500KC IL 235' 3"C, 3-500KCMIL 20' 175' 1-1 /2"C, 4#4 22,000 35,000 B3 400A 480/ 277 16,012/13,501 A3 VA6-4 100A 40A 480/ 480/277 277 FLOODS 19,156/15,686 28,071 /22,250 10' 1 1/2", 3#4 ------ 451<VA 4#1/0 10,000 3,351 /3,314 SYM REVISION — APRON R INFRASTRUCTURE (2) 4"C, 4#600, #2GND 85' 56,044/33,445 65,000 25' �1-1/2"C 3#2 35,000 VA6-3 100A 480/277 FLOODS 30,292/23,572 BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 12B •11: ALT.FDR. 2612A Q 13,244 11B 800AF b 800AF > 400AS ) 400AS 400AX 400AX 4"C, 3-500KCMIL & 1 #2 GND 200' 400 A AC-4 24,974/20,530 4 #4/0 & 1 #2GND(EA) 265' 25,000 PANEL A2-2 400 A MAIN BREAKER 22,627/18,352 2-1/2", 3#2/0 10' 45KVA (2)2-1/2", 4#4/0, #2 GND 6,042/5,892 A2-3 400A PDF.FDR. O 1A56 13,433 150E VAULT—V496 (4-20 COL. A6 OUTDOORS) 0 2500/4200KVA 13.8KV-480Y/277V �• FANS INSTALLED 5000 AF 5000 AS 1B p/ 5000 AX I 76 66 800AF > 400AS 400AX 4"C, 3-500KCMIL & 1 #2 GND 224' 400 A AC-3 22,919/19,168 5' 5' 2-1/2", 4#4/0 10,000 10,000 A2-4 5,925/5,782 A2-5 5,925/5,782 225A 225A BY I APPROVED I DATE 800AF 400AS 400AX - 4"C, 3-500KCMIL & 1 #2 GND 239' 400 A AC-2 21,803/18,407 ,. ,.m Erne up. 800AF 400AS 400AX -4"C, 3-500KCMIL & 1 #2 GND 254' 400 A AC-1 20,795/17,707 SECTION 1 5B 99,341/49,884> 4B 600AF 600AS 400AX (2) 2 1 /2"C, 4#4/0 THHN 85' 48,162/33,073 PNL VA6-2 277/480V LTG. HB 65,000 LINE 1 SECTION 2 SECTION 3 b) soonF 0 SECTION 4 111 b� 800AF 0 SECTION 5 6A 66 METERING WC-1 METERING AC-1 METERING 1A 7A 10 76 16 TIE BREAKER MAIN BREAKER PANEL A2 AC-2 MAIN BREAKER V49A V496 2A 4A 8A 136 116 86 46 213 PANEL A6-1 VA6 PANEL A2-2 AC-3 3A 5A 9A 146 126 96 56 313 HPU-1 AC-4 VA6-2 VAULT V49A VAULT V49B Q� BOE/NG C'— N. N �4� of WAS L�T� t14 16� 35276 c�,4 o�� S -IOIST 08 ELEVATION ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI *&OVED BY DEPT. DATE DAT 41 L SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 LEGEND XXX/XXX AVAILABLE FAULT CURRENT 0 (CLOSED TRANSITION NORMAL) C XXX AIC RATING OF EQUIPMENT C C XXXX FEEDER LENGTH Q T C REFER TO DRAWING 04-020—E549 FOR VAULT 49A ELEVATION AND SCHEDULE. MAIN & TIEBREAKERS — CAT. NO. MDS85003WEA-501 GA—NAN4Y—NANAX FEEDER BREAKERS — CAT.NO. MDS8083WEA-121GA—MAN2Y—NANAX FEEDER BREAKERS — CAT. NO. MDS8163WEA-121GA— MAN2Y—NANAX REFERENCE DRAWINGS REFER TO DRAWING 04-020-E549 FOR VAULT 49B T ELEVATION AND SCHEDULE. cy 04-020-HBE500 ELECTRICAL VAULT DETAILS C C r T W»�ral011ralILImil ra,II�� DISCONNECT AND REMOVE CONDUCTORS FROM SOURCE BREAKER TO HARDSTAND TAP BOXES. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT] W47003311 06.08.18 APRON R INFRASTRUCTURE E4FI-V49BR El BUILDING 04-020 J06 N0. COMP N0. VAULT V49B W4700331 ELECTRICAL MASTER COL. A6 EXTERIOR RENTON, WA DWG No. 04-020—E4H—V49BR REMOVAL ONE LINE DIAGRAM C'M 0 i O i w 75 Q CO 0 N u; 0 z 0 1= .E 0 ca J i i i i i i i i 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 P. of WA �f x 31271 w� ��ssioNaL 1 1 20 40 scale feet��- ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE IAI L SUBTITLE 10 01 18 10 01 18 10/01 /18 TITLE 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. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT THE "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) AND THE APPROPRIATE BOEING OFFICIAL 48 HOURS MINIMUM BEFORE DIGGING FOR LOCATION OF UTILITIES. CIVIL PERMIT EXISTING CONDITIONS r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401317 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 + W4700331 J' `' A ""' ` 10/01 / 18 G85 G16 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—G85 CIVIL MASTER SITE LEGEND/SCHEDULE SYM REVISION APRON R INFRASTRUCTURE CONT. ON E4J—V50A BY W4700331 CASNE 13.8KV FROM TAP BOX AT COLUMN G6 2B12A 4"ALU 15KV, EPP, SHIELDED, 350 KCMIL F------- FF ----- V S IrJ IrJ TB 600A, 1 5KV,FUSED PT INTERRUPTER SW. (2) m IT CPT 14,937 APPROVED DATE SYM CEO 06.08.18 JLVV/1F 1500KVA 3000AT 13,800-480Y/277V 30,4W I 1 LKJ L REVISION 57,627/29,100 480V, 3000A BUS TU Tm D C CD CD C QQ D 0 CD CD 0cfl N CD CD 000 ocS ul 0:5 A 1200:5 800:5 SPARE �--� TIE TO SUB V50A '4J2 290' 42,000 PANEL G7-1 22,471 /16,326 800A 480/ 277 479 KVA 50' 1 1 /4"C, 3#4 � N Tm I C QQ 0 0 �o 0 o 800:5 '4J3 410' PANEL 17 800A 480/ 277 499 KVA 10' 1 1 /4"C, 3#4—\ 42,000 Tm I 0 0 CD CD 0--j- SRA 400:5 SPARE 17,890/13,782 20' 1 1 /4"C, 3#4 4J7 200' 18,000 CIRCUIT BREAKER TRIP SETTINGS CUTLER HAMMER DSII SOLID STATE BREAKER NO. SENSOR RATING PLUG RATING LONG TIME SHORT TIME INST. PICKUP GROUND FAULT PICKUP DELAY PICKUP DELAY PICKUP DELAY MAIN 3200A 3000A 1 12 4 0.1 0.4 0.1 1 C3 3200A 3000A 0.7 12 4 0.1 0.4 0.1 1C4 1200A 1200A 1 B 1 800A 800A 1 12 4 0.1 6 0.4 0.1 1 B2 800A 800A 1 12 4 0.1 6 0.4 0.1 1B3 400A 400A 1 B4 800A 800A 1 10 3 0.1 6 0.4 0.1 1A1 800A 800A 1 10 3 0.1 6 0.4 0.1 1A2 800A 1A3 800A 1A4 800A Tm I 0 �0 o 0 o0 800:5 25,000 VG6-6 800A 480/ 277 19,032/14,439 G8 400A 1 1,030/9,332 75' 25,000 L C oo \ o0 o o ��,(_0 c'� 4J8 150' 15' 14,000 50' 65,000 1 1 /4"C, 3#4 1 1 /4"C, 3#4 18,000 - 18,000 - 18,000 1 G63 ujii 200A 14,135/ 1 1, 440 15KVA ------ 15KVA ------ MPZ H7 MPZ 17 MPZ 17-1 om 10,000 - 10,000 P,-1�Z �� MPZ H5 1,460/1,448 1,450/1,438 1,450/1,438 1,442/1,429 1642/1517 BY I APPROVED I DATE C) 61"� 16P 3527IST 6 W� SIGNAL E�����gll 0 ACCEPTABILITY HGG THIS DESIGN AND/OR CITE( SPECIFICATION IS APPROVED DAT ENGI )Q—ROVED BY DEPT. DATE DAT aI CIE SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ELECTRICAL MASTER XXX/XXX AVAILABLE FAULT CURRENT (CLOSED TRANSITION/NORMAL) XXX AIC RATING OF EQUIPMENT XXXX FEEDER LENGTH FEEDER SCHEDULE TYPE RATING CONDUIT CONDUCTORS PER CONDUIT QTY SIZE PHASE NEUTRAL GND 4F3 3000 A 7 4" 3-600 kcmil #2 4J 400 A 1 3" 3-600 kcmil 600 kcmil #2 4J2 800 A 2 4" 3-600 kcmil 600 kcmil #2 4J3 800 A 2 4" 3-600 kcmil 600 kcmil #2 4J4 800 A 2 4" 3600 kcmil 600 kcmil #2 5J 20A 1 1 " 8#14 AWG (SIS) (1)#14 #12 4J5 1200A 3 4" 3-600 kcmil 600 kcmil #3/0 4J7 400 A 1 3" 3600 kcmil #2 4J8 225 A 1 2 1 /2" 3—#410 #2 REFERENCE DRAIIII CS DWG 600SITEYDE1 BUILDING 04020 MEDIUM VOLTAGE FEEDER LOCATION DWG 600-SITE-YDE3 BUILDING 04-020 13.8KV SYSTEM PRIMARY SWITCHING DWG 04-020-E2 BUILDING 04-020 277/480V DISTRIBUTION 1ST FLOOR 04-020-HBL500 ELECTRICAL VAULT DETAILS DEVOLTOR MOTES DISCONNECT AND REMOVE CONDUCTORS FROM SOURCE BREAKER TO HARDSTAND TAP BOXES. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. 2� DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT ONE LINE DIAGRAM APRON R INFRASTRUCTURE BUILDING 04-020 G/10 W47003311 06.08.18 SHEET E4J-V50BR E2 JOB NO. COMP N0. W4700331 RENTON, WA DWG N0. 04020E4JV50BR 0 c C' c C 0 T A L LEGEND LOAD SUMMARY CENTER TOWER V24A KVA ADJUSTMENTS CONN. KVA CURRENT LOAD = 240 X 125% 300 NEW 120/208V DEMAND LOAD = 237.98 237.98 NEW KITCHEN LOAD = 0 X 65% 0 NEW HVAC LOAD = 0 0 DEMAND KVA = DEMAND AMPS @ 480V 537.98 = 647 2� �\ 160OAF/AS J 1600AX 800AT CJ5 800A MLO 2-1/2"C, - (3) #4/0 2-1 /2"C, (3) #4/0 j 600AF U SPACE �2� 3"C, 3 500MCM EA. 2-1 /2"C, (3) #4/0 2-1 /2"C, (3) #4/0 CJ2 CH4 CH6 CJ4 225A 225A 225A 225A MLO MLO MLO MLO PFD FEEDER 1 B14A (1A4) ALT FEEDER 2B14A (3C8) )OKVA AA ONLY 13.8KV PRI — 480/277V SEC 7 Z=5.6% X/R=7.02 1 )1600AF/AS 1600AX U 1600AT 4� 5/ 6/\ 7/\ 600AF 600AF 600AF 600AF/AS 600AX ) 500AT > 600AX ) 600AX 400AT -- 480AT 600AT �2� 3"C 3 4/0 EA. (1) #1 GND 600A �J 312KVA M.G. SET 400 HZ 3" AL. (7)#4/0 TWISTED TO ATS SEE E5 (2) 2-1/2"C 3"c-4#2&1#8 (3) 250kCMIL (1) #2G 0 >, ZED/ 300KVA 480V:208Y/120V WITH HARMONIC FILTER (3) 3"C-(4) 400kCMIL, (1) #2/OG i i 2J52.5 100A 14KAIC IN MECH. RM. (2) 3"C 4 350MCM EA. (1) #1 GND UNIT SUBSTATION V24A 600-000—V24A VAULT DATA SHEET 600-01B-014A FEEDER DATA SHEET 600-02B-014A FEEDER DATA SHEET 1600A SWBD BUS — 480Y277V Isc = 21,504A (1B14A) / 21,504A (21314A) 8� 9 600AF 600AF 6000AX SPACE 400AT U SPACE 2J5D 3J4.7 600A 400A 22KAIC MLO MLO YC (1) #2G 2J2.5-2 225A 14KAIC MAIN 3-1/2"C ABANDONED FROM VAULT 24A TO COL. H/4.25 3rd LEVEL. UJ J 300KVA 480V: 208Y/ 12 OV 14- WITH HARMONIC FILTER (2) 3-1 /2"C (4) 600kCMIL (1) #3/OG 2J2.5-1 800A 14KAIC MAIN 2-1 /2"C (4) #4/0 (1) #4G 31­16 3J5.5 3H5 31-13 3J4 125A 125A 125A 125A 125A 1-1 /4"C 3J2.8 1 J2.5-1 MAIN MAIN MAI N MAI N MAI N (5) #2 100A 225A (1) #8G 1 OKAIC 14KAIC 2" C, (4) #1 2"C, 4#1 MAIN MAIN (1) #6G (TYP) +1 #6 GND CU N N l cv N 1000A Fl \- CB 3J1 1J2.5-2 100A 225A \ 1200AMP BUSWAY NO.2 1OKAIC 14KAIC Q Q a Q MAIN MAIN NORTH BUSWAY - V24A LOAD SUMMARY AMPS CONN. KVA 4 , "C#1 PHASE A 796.00 95.52 2+1GND CU PHASE B 784.17 94.10 1 J2.5-3 PHASE C 810.50 97.26 2H6 2H4.75 2J4.75 2J3 225A CONNECTED KVA = 286.88 125A 125A 125A 125A 14KAIC TOTAL CONNECTED AMPS @ 120/208V = 794.68 MAIN DEMAND KVA = 214.94 MAIN MAIN MAIN MAIN DEMAND AMPS 0 120/208V = 595.40 TOTAL CAPACITY ON 300kVA TRANSFORMER AMPS REMAINING FOR MISCELLANEOUS LOADS SYM I REVISION - I APRON R INFRASTRUCTURE = 831 236 BY APPROVED DATE SYM W47003311 CASNE I DAT 1 06.08.18 J3 100A MAIN J3.5-1 150A MAIN REVISION BY APPROVED DATE BOE//V� J3.5 125A MLO 2 "AL. 7#4 TWISTED TYPICAL OF 2 1o� 11� 600AF 600AF 600AX SPACE 480AT -- U SPACE (2) YC 3 4/0 EA. (1) #1 GND 600A 312KVA M.G. SET 400 HZ 3"AL. (7)#4/0 TWISTED J5-1 80OA/800A DUAL MAIN 1 1 /2"AL. 3#1,1#4 TYPICAL OF 20 IN- LINE DROP COMPENSATOR LDC ----TYPICAL OF 20 YAL. (7)#1 TWISTED TYPICAL OF 20 GATEBOX f�G G TYPICAL OF 20 WAsk llr� ACCEPTABILITY THIS DESIGN AND/OR R. FARLEY U08.20.17 SUBTITLE CHECKED SPECIFICATION IS APPROVED ENGINEER D. TOWNSEND 08.20.17 TITLE P VED BY DEPT. DATE CHECKED y 35276 c�,4 FUSE CIRCUIT BREAKER, AIR, PULLOUT FRAME AND SENSOR RATING AS INDICATED 277/480V PANEL 120/208V PANEL U, ,_U TRANSFORMER, 480V/120/208V UNLESS OTHERWISE NOTED TIE BREAKER TIE CIRCUIT BREAKER, AIR 12 TO V24B LIGHTNING ARRESTER 1600AF/AS BREAKER 1600AX 128280AT REFERENCE DRAWINGS REMOVAL ONE -LINE DIAGRAM APRON R INFRASTRUCTURE BUILDING 04-81-82 ISTER� APPROVED VAULT V24A �SS10NAL 0 O8I1 APPROVED ELECTRICAL MASTER COL. J5/2ND FLR 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 DEMOLITION NOTES DISCONNECT AND REMOVE CONDUCTORS FROM SOURCE BREAKER TO HARDSTAND TAP BOXES. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. REMOVE ABOVE GRADE CONDUIT. ABANDON BELOW GRADE CONDUIT IN PLACE. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT 0 c C' C' c c 0 T rd T C'r a c c r T ■ ■ c T u c c r T a 0 W47003311 06.08.18 SHEET E4B-V24AR E3 JOB NO. COMP NO. W4700331 04-81-82-E4B-V24A DWG NO. 04-81-82-E4B-V24AR CENTRAL TOWER NORTH LOAD SUMMARY Kva NEC 220-3.5 CONN. KVA CURRENT LOAD 350 X 125% 437.5 HVAC 161.3 KITCHEN AT 120V 160.3 EXEC OFFICE 208V 59.7 NEW ELEVATOR LOAD 27 TOTAL KVA 845.8 2 1600AF/AS 800AX 760AT (2) 3-1 /2"C, (4) 500MCM EA. 18,000 UJ5.5 50 800A 75 MLO 120 1 "C, 1(3)#6 3"C 3"C 2"C J (4) #4/0 (4) #4/0 (4) #2 30A 1"C 14,000 18,000 (3) #8 18,000 UJ6 UH6-2 H7 225A 225A 100A MAIN MLO MAIN 30A 30A 9904 19233 4877 17133 9776 8722 >0 3"C, (3) 500MCM 3� T 60OAF/AS >600AX 420AT 47 465 24 865 49634 25446 4 600AF/AS 600AX 600AT (2) 3-1 /2"C, (4) 350MCM EA. 10 47465 24865 MCC CJ2 (MCC#3) 600A MLO CATWALK 3/4 C, (3) #6 3/4 C, (3) #6 60A 60A -3/4"C, 3/4"C, (3) #6 (3) #6 0 20HP �20HP 75 50 1 "C, 1-1 /4"C, " (3) #6 (3) #4 (3)1 #6 45 kVA 30 kVA 7fn T�r 10 2 "C 0 30 kVA (4) #4/0 (4) #2 ry"m 10,000 10'000 10,000 UJ5-1 UH6 J4 1868 1850 MPZ 225A 225A 150A MAIN MLO MAIN 3266 3204 2954 2906 15 45KVA 3RD FEEDER 1A7B 14697 5� 6 600AF/AS 600AF/AS 400AX 380AT U SPACE 3"C, (3) 500MCM 10,000 3590 3433 IL 15KVA —.0,. 208Y/120 V 1 "C, (4) #6 0 25,000 47485 24875 2J5 600A 160 MLO 50 1-1 /4"C, PFD FEEDER 2A8A 14398 MA )OKVA AA ONLY 13.8KV PRI - 480Y/277V SEC 7 Z = 5.6% X/R = 6.80 1600AF/AS 1 )1600AX 1600AT 7 >600AF/AS 600AX 600AT 30,000 8 60OAF/AS 600AX 480AT (2) 2-1 /2"C, EA. W/ 3#4/0+#4G 0 UNIT SUBSTATION # V24B 600-000-V24B VAULT DATA SHEET 600-016-014A FEEDER DATA SHEET 600-026-014A FEEDER DATA SHEET 1600A SWBD BUS - 480Y/277V 9 600AF/AS 400AX 380AT 10� �1 600AF/AS U SPACE (2) 3-1 /2"C, (4) 500MCM EA. 25,000 45465 24307 0 14,000 43701 2416 14,000 000 MCC UJ5 UJ5B-D UJ5C-D 25 HYDRAULIC (MCC#9M) 600A 600A CONTROL 2 600A MLO O MLO1 PANEL L48440 1034482 (4) #2 1 "C 14 000 3#4, 1-1 /2"C, 1 #8G (4) #2 50 H5.5 ELEVATOR T 100A CONTROL CABINET 80A0 14 000 J4.5 MAIN 2-1 /2"C 1 &2 100A 6585 18058 ��� 4G0 04-81-882--E506 MLO SOLID STATE 1 C' 3#4, 19754 15165 CONTROLLER 1#8G �-1-1 /4"C OL. H4.5 (3) #2,1 #6G O ELEV 30HP 20 80A CIRCUIT DEAD ENDED AT COL. J3.7 75 kVA 50 100A OO COL. H4.5 10, 000 J5 H4.5 1 H4.5-1 J5.5 100A 100A 150A 100A 3988 3900 MAIN MAIN MAIN MAIN 1398 1388 > < 5735 5529 5735 5529 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE wAsk - APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 - "d� 35276 c�,4 Off' I STERN �SSIONAL 2"C 6#4 ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI -POVED BY DEPT. DATE DAT 125 hp. PUMPS II 41 t SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 11� 600AF SPACE U LEGEND '8 FUSE O CIRCUIT BREAKER, AIR, PULLOUT c FRAME AND SENSOR RATING AS INDICATED 710 480Y/277V OR 480V PANEL C T 208Y/120V OR 120/240V PANEL U�J�J TRANSFORMER, 480V - 208Y/120V UNLESS OTHERWISE NOTED TIE BREAKER CIRCUIT BREAKER, AIR V24A/12 ^�->>— VAULT V24A �-° 0-- LIGHTNING ARRESTER 1600AF/AS 1600AX 1280AT 400HZ 200Y 115V PANEL / LDC 400HZ LINE DROP COMPENSATOR 400HZ GATEBOX XXX XXX > AVAILABLE FAULT CURRENT T CY (CLOSED TRANSITION/NORMAL) C C 1 '�, XXX,XXX EQUIPMENT AIR RATING Cr T XXX FEEDER LENGTH IN FEET G XYIXX�Y�I i V11216111VI i r REMOVAL ONE -LINE DIAGRAM APRON R INFRASTRUCTURE BUILDING 04-81-82 VAULT V24B ELECTRICAL MASTER COL. J5/2ND FLR 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 DEMOLITION NOTES DISCONNECT AND REMOVE CONDUCTORS FROM SOURCE BREAKER TO HARDSTAND TAP c BOXES. REMOVE ABOVE GRADE CONDUIT T li AND ABANDON BELOW GRADE CONDUIT IN c PLACE. c DISCONNECT AND REMOVE APRON R r HARDSTAND AND ALL ASSOCIATED T EQUIPMENT, DISCONNECTS, RECEPTACLES O AND TAP BOXES. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W47003311 06.08.18 SHEET E4C-V24BR E4 JOB NO. COMP NO. W4700331 04-81-82-E4C-V24BR DWG N0. 04-81-82-E4C 1 RED -c SYM I REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 fSkl Diu MATCH LINE, SEE SHEET Ell OR BY I APPROVED I DATE Q� BOE/NG C'— N OF �WAS&� 35276 c�,4 o�� S NA DER�� O8 ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI -POVED BY DEPT. I DATE DAT 41 t SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ELECTRICAL MASTER D DING GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOTION NOTES DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. DISCONNECT ALL EQUIPMENT PLUGGED INTO HARDSTAND. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. LAKE WASHINGTON KEY PLAN SCALE: N.T.S. JU 10-I6O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT mmo PARTIAL POWER PLAN APPRON R INFRASTRUCTURE RENTON SITE SITE JOB NO. RENTON, WA DWG N0. W4700331 E110R E5 COMP N0. W4700331 04-APRON-R-El10R 0 C C� C� C C 0 T 24 w J MATCH LINE, SEE SHEET E112R SYM REVISION - APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 HnRD5iAN0 R12— O _ O 2 O C w II �I c D I 1 � I II II II � II I I II I I II II I I I 3 II STS - ABAND)= II � - ST II \`�— II— — — — — — — — — — — — — — I I I MATCH LINE, SEE SHEET Ell OR BY I APPROVED I DATE -- -- -- -- -- y GENERAL MOTES ly I� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN 0 USE. C C' X N C m m c I � MD 9 ABANDON I� PRD --- STS------ _A_ I I LL- CW CW 0�200' SHORELINE SETBACK PER CITY OF RENTON 0 Q Q lil o U z Q m LL LL I � I CW CW to I � � <- Q C�- m L I II I I I I I I I II -�� A 1—CW A 7BANO= A A A CW STS 0TSI 1"BLK STL 2 z ---------------------------- O �4� o w� al ACCEPTABILITY HGG 05.05.17 SUBTITLE THIS DESIGN AND/OR CHECKED - '�.� 35276 �v� 0�'�, SSIONAL ��� og SPECIFICATION IS APPROVED DAT NGI *,R_OVED BY DEPT. I DATE DAT 05.05.17 TITLE 05.05.17 4-20 BUILDING REMOVA CURRENT REVISION SYMBOL DATE PARTIAL POWER PLAN W4700331 — 06.08.18 SHEET APRON R INFRASTRUCTURE E111R E 6 RENTON SITE JOB N0. COMP N0. W4700331 ELECTRICAL MASTER SITE RENTON, NIA DWG NO. 04—APRON—R—El 1 1 R DEMOUTION NOTES DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. DISCONNECT ALL EQUIPMENT PLUGGED INTO HARDSTAND. CUT AND CAP EXISTING CONDUIT STUB OUT AT GRADE FROM 04-20 BUILDING. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON 4_83 HOTEL AT sourHPORr 210 0 CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT MATCH LINE, SEE SHEET E113R SYM I REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 ,ND HOLE — 8" C.I. CW ABA NED O 8"C STS FW 6"CI FIRE PRD MATCH LINE, SEE SHEET Ell R REVISION I BY I APPROVED I DATE STS 2"C.O.- LIGHTING HAND HOLE B4 12 "C 200' SHORELINE SETBACK PER CITY OF RENTON 1 10 1 10 20 41 j %� SCALE: IN FEET i� WAT . ACCEPTABILITY 7G�7��=05.05.17 SUBTITLE THIS DESIGN AND/OR CHECKED BOE//V" 35276 c�,4 Off' I STERN �SSIONAL SPECIFICATION IS APPROVED DAT ENGI —POVED BY DEPT. I DATE DAT 05.05.17 TITLE 05.05.17 GENERAL NOTES I1W 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING Lf ELECTRICAL FEEDS. DISCONNECT AND 1 FW ABANDON BELOW GRADE CONDUITS NOT IN c 12" USE. STS � C C 0 T CONC PAD C DEMOLITION NOTES CONTRACTOR TO FIELD VERIFY ELECTRICAL CONDUIT AND CONDUCTORS ARE EXISTING. COORDINATE WITH ENGINEER OF RECORD FOR DEMOLITION INSTRUCTIONS IF ELECTRICAL IS EXISTING. CONTRACTOR FIELD VERIFY ELECTRICAL HANDHOLE ARE EXISTING. COORDINATE WITH ENGINEER OF RECORD FOR DEMOLITION INSTRUCTIONS IF HANDHOLE IS EXISTING. CONTRACTOR TO PROTECT UNDERGROUND 480V 4-20 FEED TO HARDSTAND R7. BUILDING ® DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. DISCONNECT ALL EQUIPMENT PLUGGED INTO HARDSTAND. DISCONNECT AND REMOVE ABOVE GRADE CONDUIT BACK TO SOURCE. © DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. ABANDON BELOW GRADE CONDUIT IN PLACE. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON 4_83 H 44-67, J 3 a a N. 5iH REST CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT CURRENT REVISION SYMBOL DATE PARTIAL POWER PLAN W4700331 — 06.08.18 SHEET APRON R INFRASTRUCTURE El 12R E7 RENTON SITE JOB NO. COMP NO. W4700331 ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-El12R y 0 SYM I REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 fSkl Diu MATCH LINE, SEE SHEET E114R ST ADT ------ 1OT STS I� 12"C o °❑; RAMP/DECK \\ w I o . — — E — E -- ---- - j E ---- F -- - -- E ` ❑ _ 27" C Q 1 (l � 9 � / J L J 8"W FIRE FW FW- � FW :ZL I Fw Fw Fw I c� �° 12„ C 1CD�I 8' STS CDSTS � ❑w�115 I� om/om I d 0 o m, 'z' z) O Flo � � O � oil MATCH LINE, SEE SHEET E112R BY I APPROVED I DATE Q� BOE/NG C'— cxD U O � oC:) CD -J V J Q O 1 10 1 10 20 41 SCALE: IN FEET i wATUROA k llr� ACCEPTABILITY As THIS DESIGN AND/OR HGG 05.05.17 CHECKED SPECIFICATION IS APPROVED DAT 05.05.17 ENGINEER TITLE P VED BY DEPT. f DATE DAT 05.05.17 35276 c�,4 o�� S NA DER�� 08 GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOTION NOTES DISCONNECT AND REMOVE ABOVE GRADE CONDUIT BACK TO SOURCE. DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. DISCONNECT ALL EQUIPMENT PLUGGED INTO HARDSTAND. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. KEY PLAN SCALE: N.T.S. a l l N. SiH EEf CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL ][CIVIL PERM11 CURRENT REVISION SYMBOL DATE PARTIAL POWER PLAN W4700331 — 06.08.18 SHEET APRON R INFRASTRUCTURE El 13R E8 RENTON SITE JOB NO. COMP NO. W4700331 ELECTRICAL MASTER SITE RENTON, WA DWG No. 04-APRON-R-El13R L r� MATCH LINE, SEE SHEET E115R GENERAL NOTES 77 OP�R�R L V24A/4 o (2) 3"C, 3#500MCM \� V24B/9 1 2 (2) 3"C, 3#500MCM. I � � I � � 'vv SYM I REVISION APRON R INFRASTRUCTURE / JTILIDO BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 fSkl Diu MATCH LINE, SEE SHEET E113R BY I APPROVED I DATE Q� BOE/NG C'— 1 10 1 10 20 41��, SCALE: IN FEET i� TUROA As llr� ACCEPTABILITY THIS DESIGN AND/OR HGG 05.05.17 SUBTITLE CHECKED SPECIFICATION IS APPROVED DAT 05.05.17 ENGIN TITLE P VED BY DEPT. DATE DAT 05.05.17 35276 c�,4 O�� S NA DER�� 08 ELECTRICAL MASTER 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOLITION NOTES DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. DISCONNECT ALL EQUIPMENT PLUGGED INTO HARDSTAND. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE BREAKER. DISCONNECT AND REMOVE CONDUIT BACK TO PULL BOX LOCATED IN 04-81 /82 BUILDING TUNNEL. ® DISCONNECT AND REMOVE ABOVE GRADE UTILITY STAND AND ASSOCIATED TAP BOX. n J KEY PLAN SCALE: N.T.S. I W CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT' =====a# PARTIAL POWER PLAN APRON R INFRASTRUCTURE RENTON SITE SITE W47003311 06.08.18 SHEET El 14R E9— JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 04-APRON-R-El14R SYM I REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 INklmiu MATCH LINE, SEE SHEET 114R BY I APPROVED I DATE Q� BOE/NG C'- 20 10 0 10 20 40 SCALE: IN FEET C) WAsk llr� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN HGG DATE 05.05.17 SUBTITLE CHECKED DAT 05.05.17 DAT 05.05.17 TITLED P VIEDBY DEPT. DATE 35276 c�,4 o�� S NA DER�� „ 08 ELECTRICAL MASTER GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOLITION NOTES DISCONNECT AND REMOVE APRON R HARDSTAND AND ALL ASSOCIATED EQUIPMENT, DISCONNECTS, RECEPTACLES AND TAP BOXES. DISCONNECT ALL EQUIPMENT PLUGGED INTO HARDSTAND. DISCONNECT AND REMOVE CONDUCTORS BACK TO SOURCE. REMOVE ABOVE GRADE CONDUIT AND ABANDON BELOW GRADE CONDUIT IN PLACE. DISCONNECT AND REMOVE SURFACE MOUNTED CONDUIT AND CONDUCTORS BACK TO SOURCE. CAP CONDUIT PENETRATION AT ENTRY TO 4-83 BUILDING. KEY PLAN Yya��■����I LAKE WASHINGTON 61 q.86 1-11 e\ 82 o-9 \ YN 81H STREET flulll�ulo \J WXNXF'IW f OHINAq � � - �� 1 Who�� ee YIHWIMMHMWFWXIXII�IIIXIIIMHW fYq PARKING GARAGE � �MNMMMXXD �q HH�XIS" C�XXMINXO a� 9w,�b axuxumwR WIWHIMINNXHIW a6�WMNNNMMIXNXNR' WAIN AH�MMINMNXXHXXtl� 10-20 N. 6iH -EEi 5-407 o LOT 8 CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT ==No PARTIAL POWER PLAN APRON R INFRASTRUCTURE RENTON SITE SITE W4700331 El 15R E10 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 04-APRON-R-El15R 0 C C� C� C C 0 T L r� w J MATCH LINE, SEE SHEET E361 R I I I I I 2"C, (FIBER) IRE -c 4-20 BUILDING �200' SHORELINE SETBACK PER CITY OF RENTON GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. _ �W DEMOLITION NOTES T �I DISCONNECT AND REMOVE APRON R HARDSTANDS. DISCONNECT AND REMOVE ALL DATA CONNECTIONS TO CREW Fw F w SHELTERS. 10" FIR �O N STS o O DISCONNECT AND REMOVE SURFACE m MOUNTED DATA CONDUIT AND PULL BOXES LL �w BACK TO THE 04-81/82 TUNNEL. COORDINATE DEMO OF DATA CABLING WITH o BRENT GORDON WITH NETCOM. 20 10 0 10 20 40 0 SCALE: IN FEET SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �4 of was�,J try ACCEPTABILITY THIS DESIGN AND/OR DRAWN HGG DATE 05.05.17 SUBTITLE - APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 CHECKED DAT 05.05.17 SPECIFICATION IS APPROVED jkPfiPOVED BY I DEPT. 7DATE ENGINEER DAT 05.05.17 TITLE 35276 c�,4 Off' I STERN �SSIONAL KEY PLAN SCALE: N.T.S. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL ][CIVIL PERMIT CURRENT REVISION SYMBOL DATE PARTIAL DATA PLAN W4700331 — 06.08.18 SHEET APRON R INFRASTRUCTURE E360R Ell- RENTON SITE JOB NO. COMP NO. W4700331 DWG No. ELECTRICAL MASTER SITE RENTON, WA 04-APRON-R-E360R L r� CM V— O i O i w 75 Q CO CD u; 0 z 0 1= 0 ca J MATCHLINE, SEE SHEET C81 R 4), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, suite 300 REMOVAL Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 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 WA �f x 31271 w� ��ssioNaL 20 1 20 ' ///�.. scale %.. %ii , ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. DATE BEE Al L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE I P-(`P-NIn ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY r — REMOVE ALL ABOVE GROUND AND BURIED UTILITIES ABOVE AND ADJACENT TO PILE SUPPORTED STRUCTURE EXISTING PILES 0 0 0 0 GENERAL NOTES r-0 01 r-0-01 EXISTING PILE CAPS LO — 0J L0 — 01 0 0 o EXISTING BULKHEAD 0 0 o STRUCTURE — — — — — PROJECT LIMITS 1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH CDF. SEE NOTES ON SHEET G02. 2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND IRRIGATION REMOVAL/REPLACEMENT. 4. 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. 5. 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. 6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION. SEE STRUCTURAL PLANS FOR PHASED PILE SUPPORTED STRUCTURE REMOVAL. PROVIDE AND PROTECT SHORING FOR EXISTING STRUCTURES TO REMAIN AS SHOWN ON STRUCTURAL PLANS. SEE SUBGRADE IMPROVEMENT PLANS FOR PROPOSED DEPTHS OF EXCAVATION. REMOVE ALL ABOVE GRADE AND BURIED UTILITIES ON AND ADJACENT TO PILE SUPPORTED STRUCTURE. SEE SECTIONS ON SHEET C500-5A FOR ADDITIONAL UTILITY REMOVAL DETAILS. FOR ESTIMATION PURPOSES, UTILITY CONDUIT/PIPE TO BE REMOVED IN THE PILE SUPPORTED STRUCTURE AREA IS KNOWN TO INCLUDE: • f 75 LF ABOVE GROUND INSULATED WATER • f 43 LF ABOVE GROUND DATA/COM • f 377 LF BURIED POWER • f 77 LF BURIED COMPRESSED AIR • t 70 LF BURIED 3" WATER • f 258 LF BURIED 1" WATER • t 162 LF BURIED DATA/COM CONSTRUCTION NOTES REMOVE EXISTING SURFACE MOUNTED WOOD BULLRAIL - 78 LF 2� REMOVE EXISTING HARDSTAND 3� REMOVE EXISTING UTILITY STAND 4� REMOVE EXISTING COMM J-BOX RELOCATE DISASTER SUPPLY CONNEX. COORDINATE WITH BOEING FOR LOCATION AND REQUIREMENTS ABANDON UNDERGROUND UTILITY INSTALL BLIND FLANGE AT TEE. CONTRACTOR TO NOTIFY BOEING FIRE A MINIMUM OF 48 HOURS IN ADVANCE REMOVE EXISTING ASPHALT OVER CONCRETE PAVEMENT 9 REMOVE EXISTING CONCRETE CURB - 26 LF 10 DECOMMISSION EXISTING MONITORING WELL IN ACCORDANCE WITH WAC 173-160-460 - 2 EA CIVIL PERMIT, CIVIL SITE REMOVAL PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE 11 REMOVE EXISTING BOLLARD - 4 EA 12 REMOVE EXISTING AIR VAULT - 2 EA 13 REMOVE EXISTING ELECTRICAL MANHOLE -2EA 14 REMOVE EXISTING GROUND ROD AND WIRE - 3 EA 15 REMOVE EXISTING WATER VAULT - 2 EA 16 REMOVE EXISTING UNDERGROUND UTILITY 17 PROTECT EXISTING VALVE AND ADJUST TO GRADE 18 REMOVE EXISTING SIGN, SEE GENERAL NOTE 6 19 REMOVE EXISTING CONCRETE PAVEMENT, SEE GENERAL NOTE 2 KEY PLAN SCALE: N.T.S. R-401318 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 + W4700331 J" "' A ""' ` 10/01 / 18 C80 R C01 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—C80R CIVIL MASTER SITE MATCH LINE, SEE SHEET E362R SYM I REVISION - I APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 HARDS,IAD R10 II I II I II I olll �� L II � D I I I� Ill Lp Lq II I II I I II �I L II II I II I +1 D Lq I `4 HARDSTAND R12 i r` I 0 10 CW C/p MATCH LINE, SEE SHEET E360R STS ABANDON PRD STS 200' SHORELINE SETBACK PER CITY OF RENTON I� 4 LL _ II II CW —CW �— J lo_ Qz= I II II II Li I II Lli I II I II 1 0� C A 1CW A TTBANo A A CW STS 10 CI 1 "BLK STL STS N w � I 20 10 0 10 20 40 SCALE: IN FEET C) DRAWN DATE SUBTITLE REVISION BY APPROVED DATE walk l�r� ACCEPTABILITY HGG 05.05.17 THIS DESIGN AND/OR CHECKED BOE//V" 35276 c�,4 ISTER� �S`SjONAL�� og SPECIFICATION IS APPROVED DAT N I *-P,OVED BY DEPT. I DATE DAT 05.05. I TITLE 05.05.17 4-20 BUILDING GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOLITION NOTES DISCONNECT AND REMOVE APRON R HARDSTANDS. DISCONNECT AND REMOVE ALL DATA CONNECTIONS TO CREW SHELTERS. DISCONNECT AND REMOVE SURFACE MOUNTED DATA CONDUIT AND PULL BOXES BACK TO THE 04-81/82 TUNNEL. COORDINATE DEMO OF DATA CABLING WITH BRENT GORDON WITH NETCOM. KEY PLAN SCALE: N.T.S. I ;] �a F[i N f mU-- Lo nn-- CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT )L CURRENT REVISION SYMBOL DATE PARTIAL DATA PLAN W4700331 — 06.08.18 SHEET APRON R INFRASTRUCTURE E361 R E12 RENTON SITE JOB NO. COMP NO. W4700331 ELECTRICAL MASTER SITE RENTON, WA DWG No. 04-APRON-R-E361 R L r� MATCH LINE, SEE SHEET E363R O II I w II I I U 8" C.I. CW ABA NED 0 7— 9) 19C g � 12 STS STS FW STS STS �T" STS STS � FW ��ni FW Fw 200' SHORELINE SETBACK PER CITY OF RENTON 6"CI FIRE PRD MATCH LINE, SEE SHEET E361 R I w 0 0 U Iw 00 LL W III I w ° LL I z I Q II II w ° CDII ° II II Iw II ° zQ W Q C� o I Li l II � II w I LL W II I E LL w I � I I I 1 10 1 10 20 ��ll� SCALE: IN FEET i� I Icw IW w Fw 12" 4—STS CONC PAD 4-20 BUILDING [ REMOVAL I SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE - APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wAskJ �� THIS DESIGN BAND/ R CHECKED 05.05.17 W4700331 — 06.08.18 �, �.� PARTIAL DATA PLAN �' SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E362R 35276 E13 RENTON SITE 44 CHECKED JOB NO. COMP NO. APPROVED rsT�� �' W4700331 �S`�IONAL �� O8II APPROVED ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04—APRON—R—E362R GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOLITION NOTES DISCONNECT AND REMOVE APRON R HARDSTANDS. DISCONNECT AND REMOVE ALL DATA CONNECTIONS TO CREW SHELTERS. DISCONNECT AND REMOVE SURFACE MOUNTED DATA CONDUIT AND PULL BOXES BACK TO THE 04-81/82 TUNNEL. COORDINATE DEMO OF DATA CABLING WITH BRENT GORDON WITH NETCOM. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON 4-BJ 1 al CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 MATCH LINE, SEE SHEET E364R I 0 SYM I REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 CWklwiu I ._ oc mo o------ 200' SHORELINE SETBACK PER CITY OF RENTON co 0 0 HARDSTAND R5 MATCH LINE, SEE SHEET E362R Immail] I1111\Ill W STS I I I I I I I I I I I I I I � 2"C, (FIBER) cal \ ci tDL CxD L� FW I �T5 F I 10"W FIRE F' GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL c EXISTING ELECTRICAL FEEDS. DISCONNECT (� AND ABANDON BELOW GRADE CONDUITS C� NOT IN USE. C DEMOLITION NOTES 1� DISCONNECT AND REMOVE SURFACE MOUNTED 0 DATA CONDUIT AND PULL BOXES BACK TO THE 04-81/82 TUNNEL COORDINATE DEMO OF DATA CABLING WITH BRENT GORDON WITH � NEfCOM. RAMP/DECK ��. 0 E —— E -- ---- - E ----- E---- E 0 F7"c 8"W FIRE � - r"� I FWN�j �ti E'EN FW- j � 99 I erg' C , 20 10 0 10 20 40 0 SCALE: IN FEET BY APPROVED DATE oc,DRAWN DATE SUBTITLE �4 OF WAs�,J try ACCEPTABILITY HGG 05.05.17 THIS DESIGN AND/OR CHECKED L2""AiL 35276 Off' is �SS10NAL�� O8 SPECIFICATION IS APPROVED DAT ENGI -ROVED BY DEPT. I DATE DAT 05.05.17 TITLE 05.05.17 =2_ ►. SCALE: N.T.S. Lh'\E uV{JNwL ry < 8} 0 CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL -][CIVIL PERMIT CURRENT REVISION SYMBOL DATE PARTIAL DATA PLAN W4700331 — 06.08.18 SHEET APRON R INFRASTRUCTURE E363R E14 RENTON SITE JOB NO. COMP NO. W4700331 ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-E363R C 0 T C U G Z 0 z 0 SYM I REVISION - I APRON R INFRASTRUCTURE MATCH LINE, SEE SHEET E365R GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOLITION NOTES \�\ A Qq DI III F1INI(` BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 CSklwlu MATCH LINE, SEE SHEET E363R BY I APPROVED I DATE Q� BOE/NG C'— �4`� OF �WAS&� 35276 c�,4 O�� I STERN A �SZIONAL ��S _R 1 10 1 10 20 1 / ��) SCALE: IN FEET i� ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI -POVED BY DEPT. I DATE DAT qlt SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 DISCONNECT AND REMOVE APRON R HARDSTANDS. DISCONNECT AND REMOVE ALL DATA CONNECTIONS TO CREW SHELTERS. DISCONNECT AND REMOVE SURFACE MOUNTED DATA CONDUIT AND PULL BOXES BACK TO THE 04-81 /82 TUNNEL. COORDINATE DEMO OF DATA CABLING WITH BRENT GORDON WITH NETCOM. DISCONNECT AND REMOVE ABOVE GRADE DATA PULL BOX AND HARDSTAND. ® DISCONNECT AND REMOVE FIBER CONNECTION BACK TO SOURCE. ABANDON BELOW GRADE DATA CONDUIT IN PLACE BACK TO 04-81 /82 TUNNEL. COORDINATE WITH BRENT GORDON WITH NETCOM FOR DEMO EXTENTS FOR DATA CABLES INSIDE THE 04-81 /82 BUILDING. KEY PLAN LAKE WASHINCTON SCALE: N.T.S. 3 N. 5TH EET CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 REMOVAL CIVIL PERMIT PARTIAL DATA PLAN APRON R INFRASTRUCTURE RENTON SITE W4700331 E364R E15 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 04-APRON-R-E364R 0 C C� C' C C 0 T L r� �I- `' a C C I r T 4 c T u C c C r T a 0 w J ELECTRICAL MASTER SITE SYM REVISION - I APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 CSklwlP MATCH LINE, SEE SHEET 364R BY I APPROVED I DATE Q� BOE/NG c- 20 10 0 10 20 40 SCALE: IN FEET C) �4 OF cl WAS�J �?, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN HGG DATE 05.05.17 SUBTITLE CHECKED DAT 05.05.17 NGINEER DAT 05.05.17 TITLE lKkPfi-ROVED BY I DEPT. I DATE 35276 �SIONAL ISTI*L it ELECTRICAL MASTER REMOVAL PARTIAL DATA PLAN APRON R INFRASTRUCTURE RENTON SITE SITE GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELECTRICAL FEEDS. DISCONNECT AND ABANDON BELOW GRADE CONDUITS NOT IN USE. DEMOLTON NOTES DISCONNECT AND REMOVE APRON R HARDSTANDS. DISCONNECT AND REMOVE ALL DATA CONNECTIONS TO CREW SHELTERS. DISCONNECT AND REMOVE SURFACE MOUNTED DATA CONDUIT FEEDING TURNSTILE CONTROLLER BACK TO THE 04-83 BUILDING. COORDINATE DEMO OF DATA CABLING WITH BRENT GORDON WITH NETCOM. DISCONNECT AND REMOVE BELOW GRADE DATA CONDUIT BACK TO 04-81 /82 TUNNEL. COORDINATE WITH BRENT GORDON WITH NETCOM FOR DEMO EXTENTS FOR DATA CABLES INSIDE THE 04-81 /82 BUILDING. LAKE WASHINGTON KEY PLAN SCALE: N.T.S. F-^^ O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT CURRENT REVISION SYMBOL DATE W4700331 — 06.08.18 SHEET E365R E16 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-APRON-R-E365R 0 C C� C� C C 0 T r� L D D 7 7 D D D `1 E FROM PLATFORM "V9" PFD FDR 1A6B v/ ALT. FDR. i 2B12A EXIST. IN BEDG 4-20 2B12A PE „F„ „F„ 1A6B 12,387 I LJ � 600A,15KV,FUSED S1 MV SELECTOR SW. SYM REVISION A SUBSTATION V45A AND V45B INSTALLATION B ARC FLASH STUDY - RECORD DRAWING C APRON R INFRASTRUCTURE BY W1808396 CASNE CASNE CASNE W4700331 CASNE LOAD —--- --T :f14 PANEL "A9" MAXIMUM PEAK DEMAND METERED FOR 30 DAYS OF 2/25/13 76.7 AMPS PEAK DEMAND @ 125% PER NEC 220-87 95.9 AMPS PANEL "XA7-1 " MAXIMUM PEAK DEMAND METERED FOR 30 DAYS OF 2/25/13 21.1 AMPS PEAK DEMAND @ 125% PER NEC 220-87 26.4 AMPS 15KV CABLE 13,129 F----------------------� -I rl `1 1 I K PT/S2 CPT 1000/1333 kVA 125E 13,800-480Y/277V 30,4W .A. oa— _ TAP BOX LOADBANK 200A �200A 150KW@.8PF =_ 277/48OV, 30,4W CUMMINS MODEL 6CTA8.3-GSL S/N E890236048 SEE NOTE 1 (2) 1 A TB MAIN 2000:5(3) 2000AF1 N 2000AT 25T-1 52 86 25X-1 �o 0 25-1 11' � 2 SETS OF 800:5 4"C, 4#50OKCMIL, #1/0 GND 26,268/16,852 207 25,000 A9 2",4#4/0 800A DIST. + #2/0 GND LMAIN 85,000 72 NORMAL EMERGENCY 225A,3P AUTO TRANSFER SWITCH O 17,113/12,715 XA-7 14,000 225A LMLR & LTG DST NEW M LO 11 /2"C3#4 UNIT SUB V45A CIRCUIT BREAKER TRIP SETTINGS EATON MAGNUM DS WITH DIGITRIP 1150 BREAKER NO. SENSOR RATING PLUG RATING LONG TIME SHORT TIME INST. PICKUP GROUND FAULT MAINTENANCE MODE PICKUP DELAY PICKUP DELAY PICKUP DELAY MAIN 2000A 2000A 1 17.5 2.5 0.3 0.4 0.2 2.5 1 D 800A 800A 1 24 2.5 0.45 5 2.5 2A 2B 800A 800A 2C 800A 800A 2D 800A 800A 1 21 4 0.2 6 2.5 2B12A 65,000 48OV, 2000 BUS­7 , 5,752/22,89 Ln �� � � 00 00 �oo �oo 0000 S S A 800:5 A 800:5 PB 110 2 SETS OF (2)4"C PVC, 3#600kcmil 105 4"C, 3#50OKCM1 , 0,F #2/0 GND #1/0 GND MCC #1 1 800A (2)4"C PVC, 3#600kcmil 2 480V V45 #2/0 GND R14 35,000 34,886/20,362 -1 PULL BOX TAP BOX L 645 L 67 2 1-1 /2",3#2/0 „ O 2"RGS, 4#4/0 3#4/0 25 15,310/11,734 65,000 MCC #2 400A (225A) 480V 480V,30 1 /2" 3#8 EXIST. 11 /2"C3#6 65 �rr 30KVA XFMR, XA71 480 120/208V 2"C 4#4/0 30.44W O O �11/4",4#2 POWER XA7-1 TO MPZ (S. OF 100A E. BRIDGE APPROACH) EVER LTC M LO APPROVED DATE SYM CEC 07.16.14 RJJ 09.22.16 RJJ 12.20.17 DAL 06.08.18 REVISION XA7-2 225A 16,718/12,505 LMLR & LTG DIST MEO 14,000 —SEE NOTE 1 3"RGS, 4#4/0 112.5 KVA XFMR, A9- 2 C, 3#3/0, 48OV-120/208V 30,4W #1/0 GND � IY7 5 3"C-4# 500 MCM A9-2 500 400A PWR & LTG DST M EO 2",4#4/0 B8 l 225A PWR & LTG MAIN TO BLDG. 4-67 "BOATHOUSE" (CITY OF RENTON) _ - NOTE #1 D31 225A PWR & L_ MAIN VAULT V45A ORE E H E D AC RAM BY I APPROVED I DATE "T rrh A mzm 3 200A 12,214/9,737 MCB O 3/4"C, 2# 12, #12 GND KIRK KEY INTERLOCK TABLE SUBSTATION 45A S1 S2 MAIN OPEN EITHER SWITCH DOOR 0 0 0 CLOSE S1 0 0 CLOSE S2 0 0 OPEN S1 0 OPEN S2 0 "0" OPEN POSITION REQUIRED FOR OPERATION "S1" SWITCH 1 "S2" SWITCH 2 2000AF 135 (2)4"C PVC, 3#600kcmil #2/0 GND MPZ 365/364 R14-1 � R13 30A L TAP BOX MCB 0 2"C, 3#3/0, #1/0 GND 5 KVA 480V:120/240V R 13 10,804/8,825 3 200A MCB oy waste LUG ��� `6 35276 w� SIST I DNA� 0 0 3/4„C 2#12 #12 GND MPZ 364/363 R131 4 30A MCB 5 KVA 48OV:120/240V ACCEPTABILITY R. FARLEY THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED - ENGINEER 'ROVED BY DEPT. I DATE L.BOYER APPROVED 25X- EECOD/SCHCCE XXX/XXX AVAILABLE FAULT CURRENT SHOWN (CLOSED TRANSITION/NORMAL) XXX AIC RATING OF EQUIPMENT 0 XXX FEEDER LENGTH N FEET C 0 GENERAL MOTES c c 1. UNLESS OTHERWISE NOTED PROVIDE/INSTALL ALL p CONDUIT, WIRE, SUPPORTS, PANELS, TRANSFORMERS, T BREAKERS. C 2. ALL WORK SHOWN ON THE DRAWINGS AND INCLUDED IN THE SPECIFICATIONS SHALL BE INCLUDED IN THIS JOB, EXCEPT ASA SPECIFICALLY INDICATED OTHERWISE. 3. ELECTRICAL DEMOLITION: THIS ELECTRICAL SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL ELECTRICAL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS NOT BEING RE -USED. DELIVER ALL EXPLOSION PROOF ELECTRICAL EQUIPMENT TO THE OWNER FOR USE, DISPOSAL, OR INSTRUCTIONS. SEE DEMOLITION DRAWINGS OBSERVING AND EXECUTING THE GENERAL DEMOLITION NOTES AND THE NOTES ON EACH SHEET. ALSO INCLUDE THE SAME FOR THE DEMOLITION PHOTO BOOK. 4. THIS ELECTRICAL SUBCONTRACTOR SHALL ACQUAINT THEMSELVES WITH ALL THE DRAWINGS OF THE BID DOCUMENTS. THEY SHALL ESPECIALLY NOTE THE TYPE OF CONSTRUCTION N THE AIRCRAFT PAINT AREA AND T COORDINATE THE ELECTRICAL INSTALLATION WITH ALL a ASPECTS OF THIS CONSTRUCTION. C C 5. ALL CONTROL PANELS AND CONTROL STATIONS WHICH C ARE ELECTRICAL AND WHICH ARE FURNISHED WITH r EQUIPMENT PURCHASED BY OTHER TRADES SHALL BE T MOUNTED AND WIRED INTO THE SYSTEM. d 6. CLASSIFIED WIRING IN AND OUT OF CLASSIFIED AREAS: - THIS ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CODE REQUIRED SEALS, DRAINS, ETC. FOR COMPLETION OF ALL WIRING IN CLASSIFIED AREAS SUCH AS CLASS 1, DIVISION 1, GROUP C & D AREA WHETHER SHOWN ON THE DRAWINGS OR NOT. 7. WIRING INSIDE AIRCRAFT PAINT HANGAR: ALL WIRING INSIDE THE AIRCRAFT PAINT HANGAR AREA SHALL BE CONCEALED OUTSIDE THE AREA IN SO FAR AS IS PHYSICALLY POSSIBLE. SEALS AND DRAINS FOR CLASSIFIED WIRING SHALL BE ACCESSIBLE. CONNECT PRIMARY SWITCH AUXILIARY CONTACTS TO POWER MONITOR FOR SWITCH POSITION STATUS REPORTING. TAP BOX REFERENCE DRAIIII NGS 0441E4 04-41-E8OX C CONSTRUCTOEI NOTSo PROVIDE PARALLEL SETS OF CONDUCTORS FROM SOURCE BREAKER TO HARDSTAND R13 TAP BOX. USE EXISTING CONDUIT RACEWAY TO PULL BOX ON 4-41 BUILDING. PROVIDE AND EXTEND RACEWAY FROM PULL BOX/PULE BOX TO HARDSTAND. PROVIDE NEMA 4X STAINLESS STEEL, OR APPROVED EQUAL, TAP BOX/PULE BOX. C PROVIDE 225A RATED, NEMA 4X SS, 48OV, 30, 3W PANELBOARD WITH 2O0A MAIN CIRCUIT BREAKER AND MOLDED CASE BRANCH BREAKERS. 4 PROVIDE 5KVA, 48OV:120/240V MINI POWER ZONE RATED FOR OUTDOOR INSTALLATIONS. PROVIDE BELOW GRADE CONDUIT AND CONDUCTORS. SEE PARTIAL PLAN VIEW DRAWINGS FOR ROUTING. SUBTITLE VAULT V45A - ONE LINE DIAGRAM TITLE APRON R INFRASTRUCTURE BUILDING 04-041 ELECTRICAL MASTER CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT CURRENT REVISION SYMBOL DATE W4700331 C 06.08.18 SHEET E4 E17 JOB NO. COMP N0. W4700331 RENTON, WA DWG N0. 0441E4 LOAD SUMMARY LEGEND GENERAL NOTES UNIT SUB V45B CIRCUIT BREAKER TRIP SETTINGS EATON MAGNUM DS W/ DIGITRIP 1150 BREAKER NO. SENSOR RATING PLUG RATING LONG TIME SHORT TIME INST. PICKUP GROUND FAULT MAINTENANCE MODE PICKUP DELAY PICKUP DELAY PICKUP DELAY MAIN 2000A 2000A 1 17.5 2.5 0.3 0.4 0.2 2.5 4D 800A 800A 1 24 2.5 0.4 5 2.5 3A 3B 2000A 2000A 0.85 12 2.5 0.2 0.25 0.1 2.5 3C 800A 800A 3D 800A 800A 1 17.5 4 0.1 6 2.5 2B12A I wl IiJ l IiJ z CDf Q zl zl O U 0 OO / Oo 000� ' Sg800:5 A 2)4"C PVC, 3#600kcmil F1, 2/0 GND 110 V45 R12 F- -]PULL BOX F- -1 TAP BOX _j 5 2 2 (2)4"C PVC, 3 3#600kcmil (2)4"C PVC, #2/0 GND 3#600kcmil 635 #2/0 GND 80 65,000 480V, 2000A BUS 45,751 /22,845 aa� 00 0 0 000� S 2 SETS OF 4"C, 800:5 A 3#500KCMIL, Pg #1/0 GND 205 MCC #3 _ 28,496/18,300 800A 3#3/0, #1/0 GND 480V 14,000 5 12,333/9,785 R12 200A MCB 0 3/4"C, 2# 12, #12 GND 5 MPZ 4 R12-1 365/364 30A MCB 5KVA 480V: 1 20/240V (2)4"C PVC, 3#600kcmil 2 757 F #2/0 GND 155 R11 TAP BOX LI I 6# /03GND0, 1 11 ,440/9,2199 R11 3 200A MCB Cl:) 3/4"C, 2# 12, #12 GND MPZ R11-1 365/364 30A MCB 5KVA 480V: 1 20/240V F_7 R10 TAP BOX 2 2"C, 3#3/0, O #1/0 GND 10,032/8,288 R10 200A MCB — 3/4"C, 2# 12, #12 GND MPZ R10-1 364/363 30A MCB 5KVA 480V: 1 20/240V KIRK KEY INTERLOCK TABLE SUBSTATION 45B S1 S2 MAIN OPEN EITHER SWITCH DOOR 0 0 0 CLOSE S1 0 0 CLOSE S2 0 0 OPEN S1 0 OPEN S2 0 "0" OPEN POSITION REQUIRED FOR OPERATION "S1" SWITCH 1 "S2" SWITCH 2 N� I as CD 00 0 25T- s 800:5 A 15KV CABLE 13,129 PFD FDR FROM PLATFORM "V9" 3rd FDR 1A5B EXISTING SUBSTATION V45 (FURNISHED BY BOEING) PEAK DEMAND LOAD AS OF 10.11.13 960kVA NO LOAD ADDED EXIST IN BLDG 4-20 13,341 ----------------------- PM v 1 --- 1 3A L�J TB 600A,15KV,FUSED CPT 1 �� S2 S1 MV. SELECTOR 3A 1000/1333 kVA TB 3A 13,800-480Y/277V MAIN 30,4W 125E 2000:5(3)^> 1 2000AF _ o—� 2000AT - L.A. — 85KAIC - i n 25-2 PB 25X-2 207 2 SETS OF 4"C, 4#500KCMIL, #1/0 GND 24,071 /15,801 A9-1 800A 30,000 LTG. DIST. MAIN 2",4#4/0 255 22),4#4/0 35 8,915/7,606 19,76 /13,90 G2 B8 225A 225A LIGHTING LIGHTING MLO MLO 175' 25,000 14,000 2",4#4/0 155 1 a� G10 1 1,951/9,644> 225A LIGHTING MLO 14,000 2",4#4/0 D3 225A 11,193/9,156 LIGHTING MLO 14,000 .SUBSTATION VAULT V45B - ONE LINE DIAGRAM 163" INSTRUMENTS INSTRUMENTS AIN MEMAIN ERING MEMERING MAIN 800A TIE MAIN NSTRUMENTS PROVISION EAKE BRR NSTURMENTS 2EAKE 800A 800A MAIN APRON R APRON R MAIN 2000A R13-R14 R10-R12 2000A 800A 800A 800A 800A PANEL MCC #1 MCC#3 PANEL A9 A9 -1 V45A V45B ® FUSE CIRCUIT BREAKER, AIR, DRAWOUT AF-FRAME RATING AS -SENSOR RATING AX-PLUG RATING AT -TRIP SETTING 277/480V PANEL 120/208V PANEL uilij TRANSFORMER, 480V/120/208V ryTn UNLESS OTHERWISE NOTED MOTOR CONTROL CENTER XXX/XXX AVAILABLE FAULT CURRENT (CLOSED TRANSITION/NORMAL) xxxx AIC RATING OF EQUIPMENT XXXX FEEDER LENGTH IN FEET .ELEVATION -SUBSTAT ON V45A & V45B SCALE: NONE 1. UNLESS OTHERWISE NOTED PROVIDE/INSTALL ALL CONDUIT, WIRE, SUPPORTS, PANELS, TRANSFORMERS, BREAKERS. 2. ALL WORK SHOWN ON THE DRAWINGS AND INCLUDED IN 0 C THE SPECIFICATIONS SHALL BE INCLUDED IN THIS JOB, EXCEPT ASA SPECIFICALLY INDICATED OTHERWISE. C' C 3. ELECTRICAL DEMOLITION: THIS ELECTRICAL c SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL 0 ELECTRICAL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS T NOT BEING RE -USED. DELIVER ALL EXPLOSION PROOF C ELECTRICAL EQUIPMENT TO THE OWNER FOR USE, DISPOSAL, OR INSTRUCTIONS. SEE DEMOLITION DRAWINGS OBSERVING AND EXECUTING THE GENERAL DEMOLITION NOTES AND THE NOTES ON EACH SHEET. ALSO INCLUDE THE SAME FOR THE DEMOLITION PHOTO BOOK. 4. THIS ELECTRICAL SUBCONTRACTOR SHALL ACQUAINT THEMSELVES WITH ALL THE DRAWINGS OF THE BID DOCUMENTS. THEY SHALL ESPECIALLY NOTE THE TYPE OF CONSTRUCTION IN THE AIRCRAFT PAINT AREA AND COORDINATE THE ELECTRICAL INSTALLATION WITH ALL ASPECTS OF THIS CONSTRUCTION. 5. ALL CONTROL PANELS AND CONTROL STATIONS WHICH ARE ELECTRICAL AND WHICH ARE FURNISHED WITH EQUIPMENT PURCHASED BY OTHER TRADES SHALL BE MOUNTED AND WIRED INTO THE SYSTEM. 6. CLASSIFIED WIRING IN AND OUT OF CLASSIFIED AREAS:cy T THIS ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CODE REQUIRED SEALS, DRAINS, ETC. FOR C COMPLETION OF ALL WIRING IN CLASSIFIED AREAS SUCH C AS CLASS 1, DIVISION 1, GROUP C & D AREA WHETHER SHOWN ON THE DRAWINGS OR NOT. r T 7. WIRING INSIDE AIRCRAFT PAINT HANGAR: ALL WIRING INSIDE G THE AIRCRAFT PAINT HANGAR AREA SHALL BE CONCEALED - OUTSIDE THE AREA IN SO FAR AS IS PHYSICALLY - POSSIBLE. SEALS AND DRAINS FOR CLASSIFIED WIRING SHALL BE ACCESSIBLE. CONNECT PRIMARY SWITCH AUXILIARY CONTACTS TO POWER MONITOR FOR SWITCH POSITION STATUS REPORTING. REFERENCE DRAWINGS 04-21-E4A 04-21-E515-1 A CONSTRUCTION NOTES: PROVIDE PARALLEL SETS OF CONDUCTORS FROM SOURCE BREAKER TO HARDSTAND R12 TAP BOX. USE EXISTING CONDUIT RACEWAY TO PULL BOX ON 4-41 BUILDING. PROVIDE AND c EXTEND RACEWAY FROM PULL BOX TO T u HARDSTAND. C PROVIDE NEMA 4X STAINLESS STEEL, OR C C APPROVED EQUAL, TAP BOX. r T PROVIDE 225A RATED, NEMA 4X SS, 480V, 30, a 3W PANELBOARD WITH 2O0A MAIN CIRCUIT BREAKER AND MOLDED CASE BRANCH BREAKERS. ® PROVIDE 5KVA, 480V:120/240V MINI POWER ZONE RATED FOR OUTDOOR INSTALLATIONS. PROVIDE BELOW GRADE CONDUIT AND CONDUCTORS. SEE PARTIAL PLAN VIEW DRAWINGS FOR ROUTING. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SCALE: NONE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE l DRAWN DATE SUBTITLE SUBSTATION V45B -ONE LINE DIAGRAM CURRENT REVISION SYMBOL DATE WA tr ACCEPTABILITY J.RICKARD 7 30 06 of h'r � W4700331 06.08.18 A SUBSTATION V45A AND V45B INSTALLATION W1808396 CASNE CEC 07.16.14 G �� �� THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED MARTIN 9-10-96 SHEET B ARC FLASH STUDY CASNE RJJ 09.22.16 �� ® _ P VED BY DEPT. DATE ENGINEER CHECKED TITLE APRON R INFRASTRUCTURE E4A E18 RECORD DRAWING CASNE RJJ 01.20.17 35276 �,� BUILDING 04-041 JOB NO. COMP NO. C APRON R INFRASTRUCTURE W4700331 CASNE DAT 06.08.18 °� ISTER� 11 APPROVED W4700331 jONAL � sII APPROVED DWG N0. ELECTRICAL MASTER RENTON, WA 04-041-E4A 1000A BUS DUCT, 4-82 EAST 150A 3" C (4) #4/0 T 30KVA MP 100A MAIN 10,000 CURRENT LOAD - 330KVA NEW 480V LOAD - 266KVA NEW 208V LOAD - 240KVA 919KVA 1600A SWBD BUS - 480Y277V 30,000 20,355 PFD FEEDER ALT FEEDER 1 A7B (1 A6) 2B 14A (3C8) 13,972 13,398 CS-3 80E 1000KVA AA ONLY 13.8KV PRI - 480/277V SEC "Y7 Z=5.6% X/R=6.80 (3) 4"C, (4) 600 MCM, #4/0 GND - (3) 4"C, (4) 600 MCM, #4/0 GND 2 / 3� 4� 5� 6� 7 8� 9� 1600AF/AS /tl 600AF/AS �l 600AF/AS �l 600AF/AS � 600AF 600AF/AS 600AF/AS 600AF/AS > 1000AX / 400AX / 400AX / 400AX 400AT > 600AX > 600AX > 600AX 1000AT 4/ 380AT 4/ 380AT 4/ 240AT --- 600AT 600AT \t� 600AT 3-1 2 C, 3 C, (4) 500MCM (3) 500MCM 3 3 C, 0 (3) 500MCM EA. 80 200 20,355 15,619 > 18,940 UQ3.5 22,000 22,000 1MCC #13M 400A MLO 3" C 2-1/2" C, (3) #4/0 aR)l X (4) #4/0 1 (2) 2-1 /2"C 0 X 40' 1-1/2" C, (1) #3G0-- (4) #2 (3) #4 Q2.5 R5.5 225A 120A MLO M LO 14,000 14,000 12,318 9,992 1-1 /4" C, 50' (3) #4 80' SYM REVISION - RECORD DRAWING H APRON R INFRASTRUCTURE D CC123 POW CRIB - RECORD DRAWING 2R3 3Q4 225A 100A MLO M LO 14,000 14,000 13,583 11,955 1-1/4" C, 90' (3) #4 45 kVA _ _ _ = 45 kVA _ _ _ = 45 kVA 3" C, 3" C, 3" C, (4) #4/0 (4) #4/0 (4) #4/0 5' CD CD Q3.5 UR3.1 VR5 60A 225A 225A MAIN MLO MLO 10,000 10,000 10,000 3,137 3,048 3,005 10,000 3,914 3" C (4) #4/0 12,338 2Q4-1 400A MLO 25,000 19,085 1-1/4" C, (3) #4 BY APPROVED DATE SYM REVISION R-15137 CASNE RJJ 01.20.17 E RECONCILE W/MTTL W4700331 CASNE DAT 06.08.18 - AS BUILT - RECORD DRAWING 348738-002 HONARKHAH DH 9.26.00 F ARC FLASH STUDY SASCO KTL 2.11.04 G 04-81 SUB 1 CONDUIT/FEEDER 80' 2 3 C, (3) 500MCM EA. 17,697 CQ3 22,000 800A M LO 2-1/2" H=8O' (3) #4 0 UQ5-1 225A 175A CQ2 225A MLO 22,000 13,178 45 kVA (4) #2/0 5' Q4 225A CQ4 225A M LO 22,000 13,178 40' 1-1/4" C, (3) #4 45kVA 45 k,VA �/ » 4)1 1 /O , - (4) #4/0 5' Q5.5-1 225A BY APPROVED DATE 8813769 J.ANDRE D.BRANESKY 08.31.09 T DANG 6.12.14 16082502 CASNE DAT 11.19.15 CASNE RJJ 12.30.15 R-15137 CASNE RJJ 04.22.16 (2) 3-1/2" C, (4) 500MCM EA. 20' 19,624 22,000 U04 2" C, 800A (4) #2 MILO 3" C (3) 500MCM 80' 240' 22,000 15,130 Q4.5 R5.5 400A MLO MLO 22,000 4,776 1-1/4" C, (3) #4 110' 101 600AF 500AT CH UNIT SUBSTATION # V28A 600-000-V28A VAULT DATA SHEET 600-01A-007B FEEDER DATA SHEET 600-02B-014A FEEDER DATA SHEET 11� 800AF/AS > 800AX 800AT 12 \ 1600AF 13 SPACE 600AF --- SPACE SEE E4X-V28A 2) 3" C, (2) 4"C PVC, 3#600, #2/0 GND �4} 350MCM EA. � 350' BUILDING 04-083 SEE 04-81-82-E9 FOR 11,695 4-83 EM PANELS 15F0600A 14,000 2"C, 3 1 0 1 2"C, 3 1 0 2-1/2" C, (3) 350MCM 100' MAIN 5' 1-1/2" C, (4) #4 3/4" C, (3) # 10 MCC 11,258 MDPA UC4 D1-2 14,000 400A 100A 25,000 MLO MLO 10.998 14,000 9,331 3/4" C, (3) # 10 120' 5' 110 3/4" C, 3/4" C, (3) #8 100' (3) #8 u 15kVAf� i� i� M 15kVA 30kVA 75kVA rY N 10OA-NF 50' 25' 1-1/2" C, 1-1/ C, 1-1/4" C, 45 kVA (4) #8 (4) #8 (4) #2 45kVA rr, ? s } 150A (4) # 1 %0 (4) # 1 /0 D 1-1 D5 UC4-1 UC 100A 50A 100A 2,' --1 1/2 " /2" C, > (4) # 1 /0 0 O MAI N MAIN MAIN M 100' - 1-1/4" C, (3) #2 50' MCC MDP 25,000 9,562 45kVA ' ' 2-1/2" C, 1-1 /2" C (4) #4/0 (4) #8 5' 2-1/2" C, (4) #4/0 5' UC4-3 D5-1 225A ?? 10,000 MLO MAIN K4,768 HEAT TRACE 1�,090- 00 5 Q5 2R2 A 225A 150A 4,925 4,845 5,008 5,161 5,093 � 1600AF 1600AT 1600AF /1600ATT 20,555 TIE TO V2713/11 (2) 3-1/2" C, (4) 500MCM EA. 400' (2 2-1/2" C, (3 250kCMIL LEGEND FUSE CIRCUIT BREAKER, AIR, PULLOUT FRAME AND SENSOR RATING AS INDICATED 277/480V PANEL 120/208V PANEL U � TRANSFORMER, 480V/120/208V r7n UNLESS OTHERWISE NOTED CIRCUIT BREAKER, AIR �-° 0-- LIGHTNING ARRESTER XXX > AVAILABLE FAULT CURRENT (CLOSED TRANSITIONAL NORMAL) XXX EQUIPMENT AIC RATING XXX FEEDER LENGTH IN FEET REFERENCE DRAWINGS DRAWING # 04-81-82-E4 04-81-82-E4A 04-81-82-E4B 04-81-82-E4C 04-81-82-E4D 04-81-82-E4E 04-81-82-E4F 04-81-82-E4G 04-81-82-E4H 04-81-82-E5 SUBSTATION # V23A V23B V24A V24B V25A V25B V26A V27A (4-82) V28A (4-82) EMERGENCY SYSTEM 22,000 4,776 CONSTRUCTION NOTES PROVIDE CONDUIT AND CONDUCTORS FROM BREAKER TO APRON R HARDSTAND. SEE ONE -LINE CONTINUATION ON DRAWING E4X-V28A. J 300KVA (1) #2G ') 480V:208Y/120V L WITH HARMONIC FILTER 7.7% Z 1 (3) 4"C-(4) 400kCMIL, (1) #2/OG J 8,359 > 8,323 10,000 1 10,000 1 1 10,000 1 1 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 WAS L�T� BOEw W "dp 35276 0 1 STEg�' �SSIONAL� ACCEPTABILITY A.COWARD THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED A.WOOLF ENGINEER 'kROVED BY I DEPT. I DATE AL SUBTITLE 9.3.94 3.10.95 TITLE ELECTRICAL MASTER ONE -LINE DIAGRAM APRON R INFRASTRUCTURE BUILDING 04-81-82 VAULT V28A COL. Q4, LEVEL 2 2" C (4) # 1 (1) #6G TYPICAL CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT CURRENT REVISION SYMBOL DATE W4700331 H 06.08.18 SHEET E4H-V28A E19 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-81-82-E4H-V28A 0 C 0 0 C C 0 T T li SYM I REVISION APRON R INFRASTRUCTURE 2 R4 TAP BOX L' (2)4"C, 3#600kcmil #2/0 GND 510 2 R3 TAP BOX L' (2)4"C, 3#600kcmil #2/0 GND 238 LEGEND ul FUSE CIRCUIT BREAKER, AIR, PULLOUT FRAME AND SENSOR RATING AS V28/11 INDICATED (2) 4"C PVC, 3#600, #2/OGND 277/480V PANEL 1200 120/208V PANEL Cl) 2"C, 3#3/0, IJ��JJ TRANSFORMER, 480V/120/208V #1/0 GND r7n UNLESS OTHERWISE NOTED 8,871 /7,751 CIRCUIT BREAKER, AIR R4 3 200A �-° 0-- LIGHTNING ARRESTER MCB XXX/XXX AVAILABLE FAULT CURRENT SHOWN (CLOSED TRANSITION/NORMAL) O 34C,212, XXX EQUIPMENT AIC RATING #12 GND __1 0 -i z R2 —1 TAP BOX LI BY APPROVED I DATE W47003311 CASNE I DAT 1 06.08.18 O MPZ R4-1 30A 363/362 MCB 5KVA 480V: 1 20/240V 5 2"C, 3#3/0, #1/0 GND R3 200A 6,528/5,903 MCB 3/4"C, 2# 12, #12 GND MPZ R3-1 30A 361/360 MCB 5KVA 480V: 1 20/240V 2"C, 3#3/0, #1/0 GND R2 200A 5,811 /5,312 MCB Cl) 3/4"C, 2# 12, #12 GND MPZ R2 11 359/359 30A MCB 5KVA 480V: 1 20/240V SYM I REVISION BY I APPROVED I DATE Q� BOE/NG C'— ��� of WAS L�T� ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI ;,ROVED BY DEPT. I DATE DAT qlt SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ONE -LINE DIAGRAM APRON R INFRASTRUCTURE BUILDING 04-81-82 VAULT V28A COL. Q4, LEVEL 2 0 C C� C� C C 0 T A XXX FEEDER LENGTH IN FEET T C'r a C C C CONSTRUCTION NOTES: PROVIDE CONDUIT AND CONDUCTORS FROM V28A, 800AT BREAKER TO APRON R HARDSTAND. SEE ONE -LINE CONTINUATION ON DRAWING E4H-V28A. PROVIDE AND INSTALL NEMA 4X STAINLESS STEEL, OR APPROVED EQUAL, TAP BOX ONTO HARDSTAND. PROVIDE 225A RATED, NEMA 4X SS, 480V, 3 PH, 3W PANELBOARD WITH 2O0A MAIN CIRCUIT BREAKER AND MOULDED CASE BRANCH BREAKERS. ® PROVIDE 5KVA, 480V:120/240V MINI POWER ZONE RATED FOR OUTDOOR INSTALLATIONS. PROVIDE BELOW GRADE CONDUIT AND CONDUCTORS. SEE PARTIAL PLAN VIEW DRAWINGS FOR ROUTING. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT. W4700331 E4X-V28A E20 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-81-82-E4X-V28A r T a wj 35276 ��'1 STER�� �SSIONAL� ELECTRICAL MASTER MATCH LINE, SEE SHEET E913 1 10 1 10 20 40 � ice,_ 1•_I•ll�_�- SCALE: IN FEET i LEGEND - - $ - - 3/4"x30' COPPER CLAD GROUND ROD EXOTHERMIC WELD OR APPROVED - - �- - - COMPRESSION FITTING GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. 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. 0 C C' C� C C 0 T rd L T 04-APRON-R-E510-6 GROUNDING DETAILS CY a C C C CONSTRUCTOR NOTES T PROVIDE AND INSTALL BARE 4/0 GROUND G CONDUCTOR ALONG CONDUIT PATHWAY INSIDE -_ TRENCHING. SEE DETAIL E510-4 FOR ORIENTATION. 7 PROVIDE AND INSTALL GROUND ROD AND CONNECT TO NEWLY INSTALLED DISTRIBUTION STAND. SEE GROUNDING DETAIL SHEET E510-6 FOR REFERENCE. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C'z UHAW N UAIt SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wash j �� THIS DESIGN BAND/ R CHECKED 04.07.17 W4700331 A 06.08.18 �, ��, .�� PARTIAL SITE GROUNDING PLAN SPECIFICATION IS APPROVED DAT 04.07.17 SHEET VIED BY DEPT. DATE I DATINEER 04.07.17 TITLE APRON R INFRASTRUCTURE E9A CHECKED E21 RENTON SITE "dp 35276 �v� APPROVED JOB NO. COMP NO. 0 ISTER� ' W4700331 �SSIONAL � 8II APPROVED DWG N0. ELECTRICAL MASTER SITE RENTON, WA RTN-YD-E9A w J 75 Q CO CD u; 0 Z 0 1= 0 ca J I I I I I I I 1 I I LAKE WASH N GTO N SUMMER o EL 15.18 (NGVD29) WINTER o EL 13.18 (NGVD29) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 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 SYM MATCHLINE,SEE SHEET C82R MATCH LINE, SEE SHEET C80R REMOVAL REVISION BY I APPROVED I DATE P. of WA �f x 31271 w� ��ssioNaL scale feet //i, ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE I F-(_F-NIn ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY r — REMOVE ALL ABOVE GROUND AND BURIED UTILITIES ABOVE AND ADJACENT TO PILE SUPPORTED STRUCTURE 0 0 0 0 EXISTING PILES 0 0 0 0 GENERAL NOTES r-0 01 r-0-01 EXISTING PILE CAPS L0 — 0J L0 — 01 0 0 o EXISTING BULKHEAD 0 0 o STRUCTURE — — — — — PROJECT LIMITS 1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH CDF. SEE NOTES ON SHEET G02. 2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND IRRIGATION REMOVAL/REPLACEMENT. 4. 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. 5. 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. 6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION. SEE STRUCTURAL PLANS FOR PHASED PILE SUPPORTED STRUCTURE REMOVAL. PROVIDE AND PROTECT SHORING FOR EXISTING STRUCTURES TO REMAIN AS SHOWN ON STRUCTURAL PLANS. SEE SUBGRADE IMPROVEMENT PLANS FOR PROPOSED DEPTHS OF EXCAVATION. REMOVE ALL ABOVE GRADE AND BURIED UTILITIES ON AND ADJACENT TO PILE SUPPORTED STRUCTURE. SEE SECTIONS ON SHEET C500-5A FOR ADDITIONAL UTILITY REMOVAL DETAILS. FOR ESTIMATION PURPOSES, UTILITY CONDUIT/PIPE TO BE REMOVED IN THE PILE SUPPORTED STRUCTURE AREA IS KNOWN TO INCLUDE: • f 384 LF ABOVE GROUND INSULATED WATER • f 439 LF ABOVE GROUND DATA/COM • f 372 LF BURIED POWER • f 365 LF BURIED COMPRESSED AIR • f 371 LF BURIED 3" WATER • f 372 LF BURIED DATA/COM • f 101 LF STORM CONSTRUCTION NOTES RELOCATE TEMPORARY BUILDINGS. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDINATE WITH BOEING FOR STORAGE LOCATION RELOCATE STEEL RAMPS. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDINATE WITH BOEING FOR STORAGE LOCATION REMOVE EXISTING SURFACE MOUNTED WOOD BULLRAIL - 329 LF 4� REMOVE EXISTING HARDSTAND - 4 EA 5� REMOVE EXISTING UTILITY STAND - 4 EA REMOVE AND SALVAGE CONCRETE BARRIER. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDINATE WITH BOEING FOR STORAGE LOCATION - 160 LF REMOVE EXISTING ELECTRICAL BOX AND ELBOW AT BUILDING FACE - 1 EA :� ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY 10 REMOVE EXISTING COMMUNICATION BOX - 1 EA 11 REMOVE EXISTING AIR VAULT - 3 EA REMO� 12 - 1 1 REMO� 13 - 8 1 CIVIL PERMIT CIVIL SITE REMOVAL PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE 14 REMOVE EXISTING WATER VAULT - 1 EA 15 REMOVE ABANDONED WATER METER BOX F� 1 EA 16 REMOVE EXISTING CATCH BASIN - 2 EA 17 PROTECT EXISTING PIV AND CONNECTION TO EXISTING MAIN - 3 EA 18 PROTECT EXISTING DOMESTIC HYDRANT AND CONNECTION TO MAIN - 1 EA 19 PROTECT FIRE SYSTEM HYDRANT AND CONNECTION TO MAIN - 2 EA 20 PROTECT EXISTING STORM 21 REMOVE EXISTING BOLLARDS - 11 EA 22 REMOVE EXISTING SIGN. SEE GENERAL NOTE 6 23 REMOVE EXISTING CONCRETE PAVEMENT, SEE GENERAL NOTE 2 24 PROTECT EXISTING VALVE AND ADJUST TO FINISHED GRADE 25 REMOVE EXISTING OUTFALL KEY PLAN SCALE: N.T.S. R-401319 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + W4700331 J" "' A ""' ` 10/01 / 18 C81 R CO2 JOB NO. COMP NO. W4700331 DWG NO. RENTON, WA 4—APRON—R—C81 R CIVIL MASTER SITE MATCH LINE, SEE SHEET E9C SYM I REVISION A I APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 1 E510-13 E9 �o HARDSTAND R10 GROUND F #4/0 GND 1 E510-14 LE9 HARDSTAND R11 0 GROUND ROD #4/0 7�ND- 0 1 E510-15 LE9 HARDSTAND R12 0 GROUND iOD 0 #4/0 GN�- 1 E510-16 E9 z 0 HARDSTAND R13 Z^ l CSklwlu 0 TEMP STRUCT 1 #4/0 GND I I I I G fil SHED I --#4/0 GND I ,I I I • I • I I 4;+#4/0 GND '-- #4/0 G tl -I —10 estimated, nose poi ,lon 737-900 ; —10 estimated, nose poF�lon cw CW CW C --------- --- ----W -- #4/0 GND —���7r-- MATCH LINE, SEE SHEET E9A i i i i' i i i 200' SHORELINE SETBACK PER ..Itt OF RENTON-- i i <w�cw 0 GND cw �cw I .• 4-20 BUILDING LEGEND — — $ — — 3/4"x30' COPPER CLAD GROUND ROD 0 EXOTHERMIC WELD OR APPROVED c COMPRESSION FITTING c c GENERAL NOTES ° T 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED C ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. 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. REFERENCE DRAWINGS 04—APRON—R—E510-6 GROUNDING DETAILS T y � `' a c c c CONSTRUCTOR NOTES T PROVIDE AND INSTALL BARE 4/0 GROUND G CONDUCTOR ALONG CONDUIT PATHWAY INSIDE —_ TRENCHING. SEE DETAIL E510-4 FOR ORIENTATION. PROVIDE AND INSTALL GROUND ROD AND CONNECT TO NEWLY INSTALLED DISTRIBUTION STAND. SEE GROUNDING DETAIL SHEET E510-6 FOR REFERENCE. PROVIDE AND INSTALL GROUND ROD IN NEWLY INSTALLED MANHOLE. REFERENCE DETAIL DRAWINGS E510-8 AND E510-6 FOR CONNECTION INFORMATION. ® PROVIDE AND INSTALL STATIC GROUND WELL, CENTERED BETWEEN ENGINE POSITIONS, AS SHOWN. KEY PLAN o SCALE: N.T.S. 4/0 GND LAKE WASHINGTON M83 HOTEL AT SOUTHPORT HH—P1 3 1 _q_— J CW 131 6, 82 \ ° -44 4--46 0 �4 / I _ A� �1F e 8TH SIREE Y cxm I � w bMX�XININMINIIl111NINWIMV [AMMFJ m 1 PAGE dIIHIWINHIIHWMYMMINID ANMIN� n� OXw�,HWr dX�1XINML �NIN AWXWhLII�IM1111® dNMR �NINXXY6' ItlMMtlH�q gIII611111111�III�IINXINµtl � 10.20 N. 6TH STREET - � 5-407 P4�x�riml.,aa�„a j. z i z i i 10-t6 O a LOT 8 20 10 0 10 20 40 SCALE: IN FEET C) DRAWN DATE BY APPROVED DATE `i L 4 of was tr ACCEPTABILITY HGG 04.07.17 SUBTITLE THIS DESIGN AND/OR CHECKED - "d� 35276 0�' 1 STERN �SSJ 0NAL � SPECIFICATION IS APPROVED DAT ENGI ;,ROVED BY DEPT. DATE DAT 04.07.17 TITLE 04.07.17 PARTIAL SITE GROUNDING PLAN APRON R INFRASTRUCTURE RENTON SITE ELECTRICAL MASTER SITE CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT CURRENT REVISION SYMBOL DATE W4700331 A 06.08.18 SHEET E9B E22 JOB NO. COMP NO. W4700331 RENTON, IRA DWG NO. RTN—YD—E9B MATCH LINE, SEE SHEET E9D LEGEND RAMP MATCH LINE, SEE SHEET E913 z N ,. 8" DI g ° m CONC PAD 0 0 z 0 Q 4-20 m ° U BUILDING ° 0 0 u - - $ - - 3/4"x30' COPPER CLAD GROUND ROD 0 C EXOTHERMIC WELD OR APPROVED COMPRESSION FITTING `c' C 0 GENERAL NOTES T C 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. 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. REFERENCE DRAWINGS 04-APRON-R-E510-6 GROUNDING DETAILS T y � `' a C C C CONSTRUCTOR NOTES T PROVIDE AND INSTALL GROUND ROD AND G CONNECT TO NEWLY INSTALLED DISTRIBUTION -_ STAND. SEE GROUNDING DETAIL SHEET E510-6 FOR REFERENCE. PROVIDE AND INSTALL STATIC GROUND WELL, CENTERED BETWEEN ENGINE POSITIONS, AS SHOWN. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON 4-&1 jj 0 CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 20 10 0 10 20 40 U I V I L H E RM I I SCALE: IN FEET C) SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 01.30.18 wash j �� THIS DESIGN BAND/ R CHECKED HGG 04.07.17 W4700331 A 06.08.18 �' ��' �� DAT 04.07.17 PARTIAL SITE GROUNDING PLAN SHEET SPECIFICATION IS APPROVED EN VIED BY DEPT. DATE DATINEEK 04.07.17 CHECKED TITLE APRON R INFRASTRUCTURE E9C E23 "d,p 35276 APPROVED RENT 0 N SITE JOB N0. COMP N0. 0 ISTER� ' I W4700331 �SSIONAL � 8II APPROVED DWG N0. ELECTRICAL MASTER SITE RENTON, WA RTN-YD-E9C MATCH LINE, SEE SHEET BE \ o \ N I 1 I c SYM I REVISION A I APRON R INFRASTRUCTURE E51( HARI BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 CV41MIR 0 0 ai 1❑ I 200' HORELINE SETBACK PER CiY OF RENTON .4 O O - - - - � II- - -7-- MATCH LINE, SEE SHEET E9C BY I APPROVED I DATE - s Q� BOE/NG C'— 0 U CD m 0 w O 0 m O m m R5 11 HARDSTAND 0 l� RAMP/DECK 0 ;� n QD 0 0 1 10 1 10 20 '1 �. /- %) SCALE: IN FEET i� of al�r� ACCEPTABILITY HGG 04.07.17 SUBTITLE �4� CHECKED THIS DESIGN AND/OR SPECIFICATION IS APPROVED DAT 04.07.17 ENGINEER TITLE P VIED BY DEPT. I DATE DAT 04.07.17 35276 OIST �� ONAL����� � PARTIAL SITE GROUNDING PLAN APRON R INFRASTRUCTURE RENTON SITE ELECTRICAL MASTER SITE LEGEND 3/4"x3O' COPPER CLAD GROUND ROD EXOTHERMIC WELD OR APPROVED COMPRESSION FITTING GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. 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. REFERENCE DRAWINGS 04-APRON-R-E510-6 GROUNDING DETAILS CONSTRUCTOR NOTES PROVIDE AND INSTALL BARE 4/0 GROUND CONDUCTOR ALONG CONDUIT PATHWAY INSIDE TRENCHING. SEE DETAIL E510-5 FOR ORIENTATION. PROVIDE AND INSTALL GROUND ROD AND CONNECT TO NEWLY INSTALLED DISTRIBUTION STAND. SEE GROUNDING DETAIL SHEET E510-6 FOR REFERENCE. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON 4-83 O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 JI'VIUVL n ""'L 06.08.18 SHEET /� E9D E24 JOB NO. COMP NO. W4700331 RENTON, IRA DWG NO. RTN-YD-E9D L r� l MATCH LINE, SEE SHEET PQP SETBACK JTON #4/0 GND 0 MATCH LINE, SEE SHEET E9D R 1 10 1 10 20 ' 1 � ice,_ m MI E1- SCALE: IN FEET i LEGEND — — $ — — 3/4"x30' COPPER CLAD GROUND ROD EXOTHERMIC WELD OR APPROVED • COMPRESSION FITTING GENERAL NOTES NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. 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. REFERENCE DRAWINGS 04—APRON—R—E510-6 GROUNDING DETAILS CONSTRUCTION NOTES PROVIDE AND INSTALL BARE 4/0 GROUND CONDUCTOR ALONG CONDUIT PATHWAY INSIDE TRENCHING. SEE DETAIL E510-7 FOR ORIENTATION. KEY PLAN SCALE: N.T.S. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 �4 �� wash j �� THIS C ESIGN BAND/ R CHECKED 04.07.17 W4700331 A 06.08.18 �' ��� DAT 04.07.17 PARTIAL SITE GROUNDING PLAN SHEET SPECIFICATION IS APPROVED VED BY DEPT. DATE DATENGINEER 04.07.17 TITLE APRON R INFRASTRUCTURE E9E CHECKED E25 35276 �v� APPROVED RENTON SITE JOB N0. COMP NO. rsT�� �' 10s � 8II APPROVED DWG NO. W4700331 ELECTRICAL MASTER SITE RENTON, WA RTN—YD—E9E L r� SYM I REVISION A I APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 V41wiu MATCH LINE, SEE SHEET E9E BY I APPROVED I DATE Q� BOE/NG C'— ��� of WAS L�T� 35276 ��'1 STER�� �:Zl0NAL � 1 10 1 10 20 '1 �. /- %) SCALE: IN FEET i� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED — UNAWN HGG UAIt 04.07.17 SUBTITLE CHECKED DAT 04.07.17 ENGINEER DAT 04.07.17 TITLE ;,ROVED BY DEPT. I DATE PARTIAL SITE GROUNDING PLAN APRON R INFRASTRUCTURE RENTON SITE LEGEND - - $ - - 3/4"x30' COPPER CLAD GROUND ROD EXOTHERMIC WELD OR APPROVED • COMPRESSION FITTING GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. 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. REFERENCE DRAWINGS IfZ0_19:zll101510 1[da ll 111101111111011001�1&1 0 C C' C� C C 0 T rd L T y � `' a C C C CONSTRUCTION NOTES T PROVIDE AND INSTALL BARE 4/0 GROUND G CONDUCTOR ALONG CONDUIT PATHWAY INSIDE -_ TRENCHING. SEE DETAIL E510-7 FOR ORIENTATION. 7 PROVIDE AND INSTALL GROUND ROD AND CONNECT TO NEWLY INSTALLED DISTRIBUTION STAND. SEE GROUNDING DETAIL SHEET E510-6 FOR REFERENCE. PROVIDE AND INSTALL STATIC GROUND WELL, CENTERED BETWEEN ENGINE POSITIONS, AS SHOWN. LAKE WASHINGTON KEY PLAN SCALE: N.T.S. 1 O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT. W4700331 JI'VIUVL n .... 06.08.18 E9F E 2 6 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. RTN-YD-E9F w J ELECTRICAL MASTER SITE SYM A I APRON R INFRASTRUCTURE I:a MInil BY APPROVED W47003311 CASNE CEC DATE I SYM 1. 1: CSwvulu MATCH LINE, SEE SHEET E111 PARTIAL SCALE: 1 "=20'-0 BY I APPROVED I DATE POWER PLAN Q� BOE/NG C'- ��� of WAS L�T� LEGEND GENERAL NOTES 0 480V, 3� MOTOR/VALVE 1 NO EXPOSED GALVANIZED STEEL TO BE INSTALLED (SIZE AS NOTED) ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 0 2. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED c ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: 0 C 277 480V C 3. "A" PHASE (LEFT BUS IN PANEL) BROWN 0 n rr T 20 10 0 10 20 40 SCALE: IN FEET ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED — UNAWN HGG UAIL 05.05.17 SUBTITLE CHECKED DAT 05.05.17 ENGINEERTITLE DAT 05.05.17 ; ,PROVED BY DEPT. I DATE PARTIAL POWER PLAN APRON R INFRASTRUCTURE B PHASE (CENTER BUS IN PANEL) ORANGE "C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY EQUIPMENT GROUND GREEN 4. FOR CURVES LESS THAN FIVE FOOT IN RADIUS, ELECTRICAL ELLS, BENDS, AND SWEEPS SHALL BE PVC COATED GALVANIZED RIGID STEEL. STRAIGHT SECTIONS AND CURVES WITH LARGER THAN FIVE FOOT RADIUS MAY BE SCHEDULE 40 PVC. 5. UNLESS OTHERWISE SHOWN, PITCH CONDUIT AT 1 MINIMUM SLOPE TOWARDS MANHOLES. 6. A RED PLASTIC WARNING TAPE, POLYETHYLENE, 24 INCHES WIDE, WITH 4.0 MIL THICKNESS, AND CONTINUEING THE ENTIRE LENGTH OF THE UNDERGROUND CONDUITS, SHALL BE INSTALLED AT LEAST SIX INCHES ABOVE BURIED CONDUIT AND NOT SHALLOWER THAN ONE FOOT DEEP. TAPE SHALL BE CONTINUESLY IMPRINTED "CAUTION: BURIED ELECTRICAL LINE BELOW" 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. CONSTRUCTION NOTES PROVIDE AND INSTALL EQUIPMENT HARDSTAND AS SHOWN ON DETAIL DRAWINGS E510-10 THROUGH E510-17. PROVIDE AND INSTALL BURIED CONDUIT, CONDUCTORS AND ALL ANCILLIARY HARDWARE. PROVIDE PULL BOX ON EXTERIOR OF 04-41 BUILDING. MOUNT BOTTOM OF PULL BOX AT 36" ABOVE GRADE. REFERENCE STRUCTURAL DRAWINGS FOR ATTACHMENT DETAILS. ® PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ALL ANCILLIARY HARDWARE FROM EXISTING V45 PULL BOX TO NEW PULLBOX ALONG SOUTH WALL OF THE 04-41 BUILDING. REFERENCE STRUCTURAL DRAWINGS FOR ATTACHMENT DETAILS. C T CONNECT TO EXISTING SUBSTATION BREAKERS V45A/5 C AND V45B/4 VIA SPARE CONDUITS IN EXISTING V45 C PULL BOX. C IN © PROVIDE SPARE CONDUITS WITH NYLON PULL STRING. T CAP AND PLUG SPARE CONDUITS AT GRADE LEVEL. a to KEY PLAN SCALE: N.T.S. LAKE WASHINGTON O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I tVIUVL n ""' L 06.08.18 E110 E27 JOB NO. COMP NO. W4700331 J r 35276 ��'1 STER�� �SSIONAL� ELECTRICAL MASTER RENTON SITE SITE RENTON, WA I III No. RTN-YD-El10 1 I E510-13 E11 1 I HARDSTAND R10 1 I V45B/4 (2)4"C, 3#600, #2/0 GND— I I D E51 -5 E1 11 I I V45B/4 I (2)4"C, 3#600, #2/0 GND I R11-1/3 1", 2 # 12 R11/19,21,23 I 1 "C, 3#10, #10 GND— E51 I 1 0-14 E111 I HARDSTAND R11 I D E51 -5 E1 11 I E510-151E111 HARDSTAND R12 D E51 -S E111 1 E510-16 LE111 HARDSTAND R13 C R13-1/3 1 "C, 2# 12 R13/19,21,23 1 "C, 3#10, #10 GND MATCH LINE, SEE SHEET E112 ' I ' I I I I I I OWS-064 I I I I I I TEMP STRUCT I I l I ACTUATOR VALVE • V-1090-18 - 7S 7-000 —10 estimated, nose poi llon I. I I' ;A • SHED I I I I I V45B/4 (2)4"C, 3#600, 2 GND I I• I • • • 11 4�j M I' I• • V45A/5 (2)4"C, 3#600, #2/0 GN r 73 7-900 —10 estimated, nose poi ,Ion 200' SHORELINE SETBACK PER CITY OF RENTON V45A/5 (2)4"C, 3#600, #2/0 GND V45B/4 B (2)4"C, 3#600, #2/0 GND E51 `4 E1 1 1 E51 (2)4"C, SPARE ---- CW ---- ---- CW --- c-----CW---- CW --- -- V45A/5 2 V45A/5 o (4)4" C, 3U600, .42/0 GND (2)4"C, 3# J0, ACTUATOR VALVE 2 ° (2)4"C SPARE 7 V45B/4 V-1076-18 —uc - - - �`" T GT - - - - - T UST - - - - 4„C� C 0 �® E51-4 E11 1 / ` MATCH LINE, SEE SHEET E110 PARTIAL POWER PLAN SCALE: 1 "=20'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 BOE//V� WAS L�T� 35276ST A �� ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI ;,ROVED BY DEPT. I DATE DAT LEGEND Qo 480V, 3� MOTOR/VALVE (SIZE AS NOTED) CONCRETE MANHOLE GENERAL NOTES o 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED C ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED C ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: 0 3. "A" PHASE (LEFT BUS IN PANEL) 277 480VBROWN T "B" PHASE (CENTER BUS IN PANEL) ORANGE C "C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY EQUIPMENT GROUND GREEN 4. FOR UNDERGROUND CONDUIT ELBOWS AND FITTINGS, CURVES LESS THAN FIVE FOOT IN RADIUS, ELECTRICAL ELLS, BENDS, AND SWEEPS SHALL BE PVC COATED GALVANIZED RIGID STEEL. STRAIGHT SECTIONS AND CURVES WITH LARGER THAN FIVE FOOT RADIUS MAY BE SCHEDULE 40 PVC. 5. UNLESS OTHERWISE SHOWN, PITCH CONDUIT AT 1 MINIMUM SLOPE TOWARDS MANHOLES. 6. A RED PLASTIC WARNING TAPE, POLYETHYLENE, 24 INCHES WIDE, WITH 4.0 MIL THICKNESS, AND CONTINUEING THE ENTIRE LENGTH OF THE UNDERGROUND CONDUITS, SHALL BE INSTALLED AT T LEAST SIX INCHES ABOVE BURIED CONDUIT AND NOT Cy SHALLOWER THAN ONE FOOT DEEP. TAPE SHALL BE CS CONTINUESLY IMPRINTED "CAUTION: BURIED C ELECTRICAL LINE BELOW" C I JG r 7. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE T SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM G 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. CONSTRUCTION NOTES PROVIDE AND INSTALL EQUIPMENT HARDSTAND AS SHOWN ON DETAIL DRAWINGS E510-10 THROUGH E510-17. PROVIDE AND INSTALL BURIED CONDUIT, CONDUCTORS AND ALL ANCILLIARY HARDWARE. PROVIDE AND INSTALL BURIED CONDUIT AND CONDUCTORS FOR OWS ACTUATOR VALVE. ®PROVIDE (3) 3/4" X 30' COPPER CLAD GROUND RODS AND STATIC GROUND WELL RECEPTACLES PER PLANE POSITION. CONTRACTOR TO COORDINATE WITH BOEING'S PRIME POWER GROUP FOR FINAL TESTING. PROVIDE AND INSTALL OLDCASTLE 444-LA HANDHOLE c WITH ROUND LID. SEE CIVIL DRAWINGS FOR LID LOAD T RATING. u c © PROVIDE NEMA 4X SS PULL BOX MOUNTED TO 4-20 C BUILDING EXTERIOR. SEE DETAIL 1 ON SHEET E581-1. r PROVIDE SPARE CONDUITS WITH NYLON PULL STRING T ' FROM 04-20 BUILDING TO HARDSTAND R14 VIA HAND HOLE P1. KEY PLAN 20 10 0 10 20 40 SCALE: IN FEET 41 t SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ELECTRICAL MASTER PARTIAL POWER PLAN APRON R INFRASTRUCTURE RENTON SITE SITE SCALE: N.T.S. LAKE WASHINGTON 4-81 l�3a 1 N.STM E[r CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I `I 06.08.18 SHEET /� E111 E28 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. RTN-YD-El11 MATCH LINE, SEE SHEET E113 LEGEND SYM I REVISION A I APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 fV41 MiR MATCH LINE, SEE SHEET E111 PARTIAL POWER SCALE: 1 "=20'-O" BY I APPROVED I DATE P LAN Q� BOE/NG C'— V SHORELINE SETBACK =R CITY OF RENTON ��� of WAS L�T� 35276 OIST �� ONAL����� � ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI ;,ROVED BY DEPT. I DATE DAT z m z 0 4-20 BUILDING Q 0 00 0 0 0 20 10 0 10 20 40 SCALE: IN FEET qlt SUBTITLE 04.07.17 04.07.17 TITLE 04.07.17 ELECTRICAL MASTER PARTIAL POWER PLAN APRON R INFRASTRUCTURE RENTON SITE SITE Q 480V, 3� MOTOR/VALVE (SIZE AS NOTED) GENERAL NOTES 1. UNDERGROUND CONDUIT ELBOWS AND FITTINGS SHALL BE PVC COATED GALVANIZED RIGID STEEL. 2. 3. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: "A" PHASE (LEFT BUS IN PANEL) "B" PHASE (CENTER BUS IN PANEL) 277 480V "C" PHASE (RIGHT BUS IN PANEL) BROWN NEUTRAL ORANGE EQUIPMENT GROUND YELLOW GRAY PHASE ROTATION: CLOCKWISE GREEN 4. FOR UNDERGROUND CONDUIT ELBOWS AND FITTINGS, CURVES LESS THAN FIVE FOOT IN RADIUS, ELECTRICAL ELLS, BENDS, AND SWEEPS SHALL BE PVC COATED GALVANIZED RIGID STEEL. STRAIGHT SECTIONS AND CURVES WITH LARGER THAN FIVE FOOT RADIUS MAY BE SCHEDULE 40 PVC. 0 c C' c c 0 T rd 5. UNLESS OTHERWISE SHOWN, PITCH CONDUIT AT CY 1 % MINIMUM SLOPE TOWARDS MANHOLES. cy C 6. A RED PLASTIC WARNING TAPE, POLYETHYLENE, 2.0 INCHES WIDE, WITH 4.0 MIL THICKNESS, AND C CONTINUEING THE ENTIRE LENGTH OF THE r UNDERGROUND CONDUITS, SHALL BE INSTALLED A T LEAST SIX INCHES ABOVE BURIED CONDUIT AND G NOT SHALLOWER THAN ONE FOOT DEEP. TAPE — SHALL BE CONTINUESLY IMPRINTED "CAUTION: — BURIED ELECTRICAL LINE BELOW" 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. CONSTRUCTION NOTES PROVIDE AND INSTALL EQUIPMENT HARDSTAND AS SHOWN ON DETAIL DRAWINGS E510-10 THROUGH E510-17. PROVIDE AND INSTALL BURIED CONDUIT AND CONDUCTORS FOR OWS ACTUATOR VALVE. PROVIDE PRECAST 11 "X18"X12" OPEN BOTTOM HANDHOLE WITH TRAFFIC RATED, HEX BOLTED LID. OLDCASTLE PART # 1118-12 OR APPROVED EQUAL. LAKE WASHINGTON KEY PLAN SCALE: N.T.S. F._— O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT JOB NO. RENTON, WA DWG N0. W4700331 J I tVIUVL n ... L 06.08.18 El 12 E29 COMP N0. W4700331 RTN-YD-El12 c T u c c c r T a 0 D D 7 D D D wj I*] N �5 � a � V,28A/ 11 (4)4 C,- 3#600, #2/OGND II E510-1�113 HARDSTAND R4 • MATCH LINE, SEE SHEET E114 5 R4-1/3 \� \\ 1 "C, 2# 12 \ R4/19,21,23 \� \ 1 "C, 3#10, #10 GND 3 i 0 \ I OWS-066 I I x I I I I �- I I -� TEMP I ° STRUCT I I I I I I *eA j 200' SHORELINE SETBACK •PER CITY OF RENTON F- I CTUATOR VALVE I V-1099-18 0 I - I I I I I I I I � o i I 0 I I • I • • I I I I I 0 I _ I I I 0 I MATCH LINE, SEE SHEET E112 PARTIAL POWER PLAN SCALE: 1 "=20'-O" 0 Ill I� Q J � Q Q CD Q m � z o �O O w 1:1 0 m 0 0 w 0 0 o m o m m HARDSTAND omomomom 9 IJ 0 O 0 0 20 10 0 10 20 40 SCALE: IN FEET LEGEND Oo 480V, 3� MOTOR/VALVE (SIZE AS NOTED) GENERAL NOTES o 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED C ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. C 2. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED p ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: T OV 3. "A" PHASE (LEFT BUS IN PANEL) BROWN "B" PHASE (CENTER BUS IN PANEL) ORANGE 'C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY EQUIPMENT GROUND GREEN 4. FOR UNDERGROUND CONDUIT ELBOWS AND FITTINGS, CURVES LESS THAN FIVE FOOT IN RADIUS, ELECTRICAL ELLS, BENDS, AND SWEEPS SHALL BE PVC COATED GALVANIZED RIGID STEEL. STRAIGHT SECTIONS AND CURVES WITH LARGER THAN FIVE FOOT RADIUS MAY BE SCHEDULE 40 PVC. 5. UNLESS OTHERWISE SHOWN, PITCH CONDUIT AT 1 MINIMUM SLOPE TOWARDS MANHOLES. 6. A RED PLASTIC WARNING TAPE, POLYETHYLENE, 24 INCHES WIDE, WITH 4.0 MIL THICKNESS, AND CONTINUEING THE ENTIRE LENGTH OF THE cy UNDERGROUND CONDUITS, SHALL BE INSTALLED AT C LEAST SIX INCHES ABOVE BURIED CONDUIT AND NOT C SHALLOWER THAN ONE FOOT DEEP. TAPE SHALL BE CONTINUESLY IMPRINTED "CAUTION: BURIED rN ELECTRICAL LINE BELOW" G 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. CONSTRUCTION NOTES PROVIDE AND INSTALL EQUIPMENT HARDSTAND AS SHOWN ON DETAIL DRAWINGS E510-10 THROUGH E510-17. PROVIDE AND INSTALL BURIED CONDUIT, CONDUCTORS AND ALL ANCILLIARY HARDWARE. PROVIDE AND INSTALL BURIED CONDUIT AND CONDUCTORS FOR OWS ACTUATOR VALVE. ® PROVIDE (3) 3/4" X 30' COPPER CLAD GROUND RODS AND STATIC GROUND WELL RECEPTACLES PER c PLANE POSITION. CONTRACTOR TO COORDINATE WITH T BOEING'S PRIME POWER GROUP FOR FINAL TESTING. C PROVIDE PRECAST 11 "X18"X12" OPEN BOTTOM C HANDHOLE WITH TRAFFIC RATED, HEX BOLTED LID. r OLDCASTLE PART #1118-12 OR APPROVED EQUAL. T a IFFY PI AN a LAKE WASHINGTON SCALE: N.T.S. F-- CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT % =====No SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C4 UKAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wash j �� THIS C DACEESIGN TAB05.05.17 W4700331 A 06.08.18 AND/OR CHECKED �' ��� DAT 05.05.17 PARTIAL POWER PLAN SHEET SPECIFICATION IS APPROVED VED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE El 13 E30 CHECKED °� 35276 w� APPROVED RENTON SITE JOB NO. COMP NO. �S��� �' I 10is � 8ll APPROVED DWG NO. W4700331 ]ELECTRICAL MASTER SITE RENTON, WA RTN-YD-El13 i I II I I I APRON R INFRASTRUCTURE BY APPROVED W47003311 CASNE CEC DATE I SYM 1. 1: MATCH LINE, SEE SHEET E115 SETBACK JTON MATCH LINE, SEE SHEET E113 PARTIAL POWER SCALE: 1 "=20'—O" BY I APPROVED I DATE PLAN Q� BOE/NG C'— �¢`� of waste l& c)� ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI ;,PROVED BY DEPT. DATE DAT 20 10 0 10 20 40 SCALE: IN FEET 41 t SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 PARTIAL POWER PLAN APRON R INFRASTRUCTURE LEGEND Qo 480V, 3� MOTOR/VALVE (SIZE AS NOTED) CONCRETE MANHOLE GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: 277 480V 3. "A" PHASE (LEFT BUS IN PANEL) BROWN "B" PHASE (CENTER BUS IN PANEL) ORANGE "C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY EQUIPMENT GROUND GREEN 4. FOR UNDERGROUND CONDUIT ELBOWS AND FITTINGS, CURVES LESS THAN FIVE FOOT IN RADIUS, ELECTRICAL ELLS, BENDS, AND SWEEPS SHALL BE PVC COATED GALVANIZED RIGID STEEL. STRAIGHT SECTIONS AND CURVES WITH LARGER THAN FIVE FOOT RADIUS MAY BE SCHEDULE 40 PVC. 5. on 0 c C� C� c c 0 T UNLESS OTHERWISE SHOWN, PITCH CONDUIT AT 1 % cy MINIMUM SLOPE TOWARDS MANHOLES. C A RED PLASTIC WARNING TAPE, POLYETHYLENE, 24 C INCHES WIDE, WITH 4.0 MIL THICKNESS, AND C CONTINUEING THE ENTIRE LENGTH OF THE r UNDERGROUND CONDUITS, SHALL BE INSTALLED AT T LEAST SIX INCHES ABOVE BURIED CONDUIT AND NOT G SHALLOWER THAN ONE FOOT DEEP. TAPE SHALL BE CONTINUESLY IMPRINTED "CAUTION: BURIED ELECTRICAL LINE BELOW" 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. CONSTRUCTION NOTES PROVIDE AND INSTALL BURRIED CONDUIT, CONDUCTORS AND ALL ANCILLIARY HARDWARE. PROVIDE AND INSTALL BURRIED CONDUIT AND CONDUCTORS FOR OWS ACTUATOR VALVE. PROVIDE PRECAST 11 "X18"X12" OPEN BOTTOM HANDHOLE WITH TRAFFIC RATED, HEX BOLTED LID. OLDCASTLE PART #1118-12 OR APPROVED c EQUAL. T u C C C r T a KFY PI AN o SCALE: N.T.S. LAKE WASHINGTON O CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I tVIUVL n ... L 06.08.18 El 14 E31 JOB NO. COMP NO. W4700331 RENTON, WA DWG No. RTN—YD—El14 ) ) J J ) r 35276 ���1 STER�� �SSIONAL � ELECTRICAL MASTER RENTON SITE SITE 75 Q CO CD u; 0 z 0 1= 0 ca J 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 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 SYM MATCHLINE, SEE SHEET C83R MATCH LINE, SEE SHEET C81 R REMOVAL REVISION BY I APPROVED I DATE P. of WA �f BOE//V� OD x 31271 w� ��ssioNaL scale ..ice, ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE I F-(_F-NIn ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY r — REMOVE ALL ABOVE GROUND AND BURIED UTILITIES ABOVE AND ADJACENT TO PILE SUPPORTED STRUCTURE GENERAL NOTES 0 O O EXISTING BULKHEAD o 0 o STRUCTURE PROJECT LIMITS 1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH CDF. SEE NOTES ON SHEET G02. 2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND IRRIGATION REMOVAL/REPLACEMENT. 4. 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. 5. 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. 6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION. SEE STRUCTURAL PLANS FOR PHASED PILE SUPPORTED STRUCTURE REMOVAL. PROVIDE AND PROTECT SHORING FOR EXISTING STRUCTURES TO REMAIN AS SHOWN ON STRUCTURAL PLANS. SEE SUBGRADE IMPROVEMENT PLANS FOR PROPOSED DEPTHS OF EXCAVATION. REMOVE ALL ABOVE GRADE AND BURIED UTILITIES ON AND ADJACENT TO PILE SUPPORTED STRUCTURE. SEE SECTIONS ON SHEET C500-5A FOR ADDITIONAL UTILITY REMOVAL DETAILS. FOR ESTIMATION PURPOSES, UTILITY CONDUIT/PIPE TO BE REMOVED IN THE PILE SUPPORTED STRUCTURE AREA IS KNOWN TO INCLUDE: • f 73 LF ABOVE GROUND INSULATED WATER . f 40 LF 4" STORM • f 81 LF ABOVE GROUND DATA/COM 0 f 20 LF 6" STORM • f 378 LF BURIED POWER 0 f 50 LF 8" STORM • f 142 LF BURIED 3" WATER 0 f 25 LF 12" STORM • f 15 LF BURIED 6" WATER DNSTRUCTION NOTES REMOVE EXISTING SURFACE MOUNTED WOOD BULLRAIL - 26 LF REMOVE EXISTING HARDSTAND. SEE ALSO SHEET C81 R. REMOVE AND SALVAGE CONCRETE BARRIER. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDINATE WITH BOEING FOR STORAGE LOCATION - 300 LF REMOVE EXISTING SURFACE MOUNTED UTILITY ABANDON UNDERGROUND UTILITY REMOVE EXISTING BOLLARD - 5 EA PROTECT EXISTING VALVE AND ADJUST TO GRADE REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING ASPHALT OVER CONCRETE PAVEMENT REMOVE EXISTING AIR VAULT EXISTING VEGETATION REMOVAL AND REPLACEMENT PER HABITAT PLANS REMOVE EXISTING GROUND ROD AND WIRE - 10 EA REMOVE EXISTING WATER VAULT - 4 EA REMOVE TREE PER LANDSCAPING PLANS DECOMMISSION EXISTING MONITORING WELL IN ACCORDANCE WITH WAC 173-160-460 - 13 EA REMOVE - 6 EA REMOVE CIVIL PERMIT CIVIL SITE REMOVAL PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE 18 REMOVE EXISTING STORM DRAIN MANHOLE -3EA 1 g REMOVE EXISTING CATCH BASIN - 3 EA REMOVE EXISTING STORM DRAIN VAULT 20 - 2 EA 21 REMOVE EXISTING UTILIDOR - 135 LF 22 RELOCATE EXISTING BUILDING AND RAMP (BY OTHERS) 23 REMOVE EXISTING CONCRETE PAVEMENT, SEE GENERAL NOTE 2. 24 REMOVE UNDERGROUND UTILITY 25 PROTECT EXISTING CATCH BASIN AND ADJUST RIM TO GRADE 26 PROTECT EXISTING FIRE LINE 27 PROTECT EXISTING POWER MANHOLE 28 PROTECT EXISTING WATER LINE 29 SALVAGE EXISTING FIRE LINE PRV 30 PROTECT EXISTING STORM 31 PROTECT EXISTING PRV DISCHARGE LINE, RISER AND BOLLARDS 32 REMOVE EXISTING SIGN, SEE GENERAL NOTE 6 33 REMOVE EXISTING OUTFALL KEY PLAN SCALE: N.T.S. R-401320 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + W4700331 J" "' A ""' ` 10/01 / 18 C82 R CO3. JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—C82R CIVIL MASTER SITE SYM A I APRON R INFRASTRUCTURE I:a MInil BY APPROVED W47003311 CASNE CEC DATE I SYM 1. 1: MATCH LINE, SEE SHEET E114 PARTIAL SCALE: 1 "=20'-0 POWER PLAN Q� BOE/NG C'- ��� of WAS L�T� NG 20 10 0 10 20 40 SCALE: IN FEET ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED - UNAWN HGG UAIL 05.05.17 SUBTITLE CHECKED DAT 05.05.17 ENGINEERTITLE DAT 05.05.17 ; ,PROVED BY DEPT. I DATE PARTIAL POWER PLAN APRON R INFRASTRUCTURE LEGEND Qo 480V, 3� MOTOR/VALVE (SIZE AS NOTED) GENERAL NOTES a 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED c ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED O ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: 277 480V T 3. "A" PHASE (LEFT BUS IN PANEL) BROWN "B" PHASE (CENTER BUS IN PANEL) ORANGE "C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY EQUIPMENT GROUND GREEN 4. FOR UNDERGROUND CONDUIT ELBOWS AND FITTINGS, CURVES LESS THAN FIVE FOOT IN RADIUS, ELECTRICAL ELLS, BENDS, AND SWEEPS SHALL BE PVC COATED GALVANIZED RIGID STEEL. STRAIGHT SECTIONS AND CURVES WITH LARGER THAN FIVE FOOT RADIUS MAY BE SCHEDULE 40 PVC. 61 A 7 UNLESS OTHERWISE SHOWN, PITCH CONDUIT AT 1 MINIMUM SLOPE TOWARDS MANHOLES. A RED PLASTIC WARNING TAPE, POLYETHYLENE, 24 INCHES WIDE, WITH 4.0 MIL THICKNESS, AND CONTINUEING THE ENTIRE LENGTH OF THE T UNDERGROUND CONDUITS, SHALL BE INSTALLED AT CY LEAST SIX INCHES ABOVE BURIED CONDUIT AND NOT C SHALLOWER THAN ONE FOOT DEEP. TAPE SHALL BE CC CONTINUESLY IMPRINTED "CAUTION: BURIED I ELECTRICAL LINE BELOW" r T HORIZONTAL DATUM: WASHINGTON STATE COORDINATE G 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. CONSTRUCTION NOTES PROVIDE AND INSTALL EQUIPMENT HARDSTAND AS SHOWN ON DETAIL DRAWINGS E510-10 THROUGH E510-17. PROVIDE AND INSTALL BURIED CONDUIT, CONDUCTORS AND ALL ANCILLIARY HARDWARE. PROVIDE AND INSTALL BURIED CONDUIT AND CONDUCTORS FOR OWS ACTUATOR VALVE. ®PROVIDE (3) 3/4" X 30' COPPER CLAD GROUND RODS AND STATIC GROUND WELL RECEPTACLES PER PLANE POSITION. CONTRACTOR TO COORDINATE WITH BOEING'S PRIME POWER GROUP FOR FINAL TESTING. C T PROVIDE AND INSTALL BURIED CONDUIT AND C CONDUCTORS FROM TURNSTYLE CONTROL BOX TO C OUTSIDE OF 04-83 BUILDING. C IN ©PROVIDE AND INSTALL UNDERGROUND FEED TO T CATHODIC PROTECTION SYSTEM RECTIFIER. ROUTE FEEEa AROUND UTILITY STUB UPS. p KEY PLAN SCALE: N.T.S. LAKE WASHINGTON O CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I tVIUVL n ""' L 06.08.18 El 15 E32 JOB NO. COMP NO. W4700331 J r 35276 ��Z1 STER�� �SSIONAL� ELECTRICAL MASTER RENTON SITE SITE RENTON, WA I III NO. RTN-YD-El15 MATCH LINE. SEE SHEET E361 1 10 1 10 20 '1 �. /- %) SCALE: IN FEET i� GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 40 PVC. 3. UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON DRAWINGS. 4. UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM OF 36" BELOW GRADE. 5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL (PVC COATED IF UNDERGROUND) WITH A MINIMUM 48" BEND RADIUS. 6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE SHALL HAVE 36" TAILS, SECURED AT EACH END OF CONDUIT. 7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM SPACING IS REDUCED TO 3" WHEN NG EMBEDDED IN CONCRETE. 8. CONDUIT PENETRATIONS IN HANDHOLES SHALL BE INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. 9. CONTRACTOR TO COORDINATE INSTALLATION OF DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH BOEING'S CONTRACTED I.T. INSTALLER. 10. NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED 600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN 180 DEGREES IN CONDUIT BENDS. 11. 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. CONSTRUCTION NOTES PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX ON EQUIPMENT HARDSTAND. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON L CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C4 UKAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wash j �� THIS DESIGN BAND/ R CHECKED 05.05.17 W4700331 A 06.08.18 �, �.�ILITY PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E360 E33 CHECKED "d,p 35276 w� APPROVED RENT 0 N SITE JOB N0. COMP N0. 0 rsTER� ' W4700331 �SSIONAL�� 8ll APPROVED ]ELECTRICAL MASTER SITE RENTON, WA DWG No. 04-APRON-R-E360 0 C C� C' C C 0 T A T y � `' a C C T 4 I E510 I HP IE51( HE I I I E� I E51 HAF MATCH LINE, SEE SHEET E362 i i i i i i i V i )RELINE SETBACK OF RENTON�� I I ji I I I I g I E51 -4 E3 1 I I I MATCH LINE, SEE SHEET E360 .. 04-/20 G /TOWER // 4-02Q' E58'1/- 11 E3 1 10 1 10 20 40 ice,_ 1•_I•ll�_�- SCALE: IN FEET i 4-20 BUILDING GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 0 2. UNDERGROUND STRAIGHT SECTIONS OF CONDUITS c SHALL BE CONSTRUCTED OF RIGID NONMETALLIC C' SCHEDULE 40 PVC. C' C 3. UNDERGROUND DISTRIBUTION CONDUITS SHALL BE C TRADE SIZE 4 OR 4" CONDUITS UNLESS NOTED 0 OTHERWISE ON DRAWINGS. T 4. UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM OF 36" BELOW GRADE. 5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL (PVC COATED IF UNDERGROUND) WITH A MINIMUM 48" BEND RADIUS. 6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE SHALL HAVE 36" TAILS, SECURED AT EACH END OF CONDUIT. 7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM SPACING IS REDUCED TO 3" WHEN EMBEDDED IN CONCRETE. cy a 8. CONDUIT PENETRATIONS IN HANDHOLES SHALL BE c INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. C 9. CONTRACTOR TO COORDINATE INSTALLATION OF T DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITI- BOEING'S CONTRACTED I.T. INSTALLER. 10. NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED 600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN 180 DEGREES IN CONDUIT BENDS. 11. 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. CONSTRUCTION NOTES PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX ON EQUIPMENT HARDSTAND. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING. PROVIDE OLDCASTLE 3030-LA, OPEN -BOTTOM CONCRETE HAND HOLE WITH ALUMINUM LID AND HARDWARE. SEE CIVIL PLANS FOR LID RATING. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON L CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L SUBTITLE CURRENT REVISIONSYMBOLSYMBOL n DATE 06.08.18 A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 4 �� was THIS DESIGN BAND/ R CHECKED 05.05.17 /� �, ��, .� PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E361 E34 CHECKED 276 APPROVED RENTON SITE 35�v� JOB N0. COMP N0. �SS�rsTER� I W4700331 IONAL �� 8ll APPROVED ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-E361 MATCH LINE, SEE SHEET E363 MATCH LINE, SEE SHEET E361 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 BOE//V� WAS L�T� 35276 OIST �� ONAL����� � ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED DAT ENGI ;,ROVED BY DEPT. I DATE DAT m z 0 CONC PAD 0 cl cl N m m 0 0 0 0 4-20 z ° BUILDING 0 w z 0 0 z m m Q c� qlt SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ELECTRICAL MASTER PARTIAL DATA PLAN APRON R INFRASTRUCTURE RENTON SITE SITE GENERAL NOTES NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2. UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 4-0 PVC. c 3. UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE c SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON C DRAWINGS. 0 T 4. UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM C OF 36" BELOW GRADE. 5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL (PVC COATED IF UNDERGROUND) WITH A MINIMUM 48" BEND RADIUS. 6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE SHALL HAVE 36" TAILS, SECURED AT EACH END OF CONDUIT. 7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM SPACING IS REDUCED TO 3" WHEN EMBEDDED IN CONCRETE. T 8. CONDUIT PENETRATIONS IN HANDHOLES SHALL BE CY INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. a C C 9. CONTRACTOR TO COORDINATE INSTALLATION OF C DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH I� BOEING'S CONTRACTED I.T. INSTALLER. T 4 10. NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED — 600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN — 180 DEGREES IN CONDUIT BENDS. 11. 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. CONSTRUCTION NOTES PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX ON EQUIPMENT HARDSTAND. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON L CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I "VI 06.08.18 SHEET /� E362 E35 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-APRON-R-E362 \ r- \ o \ N I I U a c I*] O 0 200' SHORELINE SETBACK PER CITY OF RENTON GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. Q 2. UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE Cc' CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 40 PVC. 0 C 3. UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE C SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON 0 DRAWINGS. T C 4. UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM OF 36" BELOW GRADE. 5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL (PVC COATED IF UNDERGROUND) WITH A MINIMUM 48" BEND RADIUS. 6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE SHALL HAVE 36" TAILS, SECURED AT EACH END OF CONDUIT. 7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM SPACING IS REDUCED TO 3" WHEN EMBEDDED IN CONCRETE. cy c 8. CONDUIT PENETRATIONS IN HANDHOLES SHALL BE C INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. C C 9. CONTRACTOR TO COORDINATE INSTALLATION OF r DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH T BOEING'S CONTRACTED I.T. INSTALLER. G 10. NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED 600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN 180 DEGREES IN CONDUIT BENDS. 11. 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. CONSTRUCTION NOTES PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX ON EQUIPMENT HARDSTAND. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING. I C6 w O KEY PLAN I SCALE: N.T.S. J LAKE WASHINGTON ,_83 HOTEL AT SOUTHPORT J o N9 b N. 8TH g m . dwxiNMU .: i/�// ��^ i � tlHMHHMNMIHMNIHIXNry,1IM�pINb µp � - 1 PARKING Q — \ �x -a SARAGE MMHMMWH�YM,YIW 6WI�XNXXO nc�i NA�IYIp A.4HWMWMfi1111® _ 10-20 (>, N. 61H SiREEi Q 5-407 O J 10-1fi Q, oob r N -- o b LOT 8JIIII - MATCH LINE, SEE SHEET E362 1 10 1 10 20 41 �. /- %) SCALE: IN FEET i� CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L SUBTITLE CURRENT REVISIONSYMBOLSYMBOL n DATE 06.08.18 A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 4 �� was � THIS DESIGN BAND/ R CHECKED 05.05.17 / 1 �, �.�ILITY PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. I DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E363 E36 CHECKED 35276 w� APPROVED RENTON SITE JOB N0. COMP N0. °� ISTEg� I W4700331 �SS10 L �� 8ll APPROVED ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-E363 MATCH LINE, SEE SHEET E365 GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. MATCH LINE, SEE SHEET E363 1 10 1 10 20 '1 �. /- %) SCALE: IN FEET i� 2 3 UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 4-0 PVC. c UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE 0 SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON C DRAWINGS. 0 T UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM C OF 36" BELOW GRADE. 5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL (PVC COATED IF UNDERGROUND) WITH A MINIMUM 48" BEND RADIUS. 6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE SHALL HAVE 36" TAILS, SECURED AT EACH END OF CONDUIT. 7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM SPACING IS REDUCED TO 3" WHEN EMBEDDED IN CONCRETE. 0 im T CONDUIT PENETRATIONS IN HANDHOLES SHALL BE CY INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. a C C CONTRACTOR TO COORDINATE INSTALLATION OF C DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH I� BOEING'S CONTRACTED I.T. INSTALLER. T 4 NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED — 600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN — 180 DEGREES IN CONDUIT BENDS. 11. 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. CONSTRUCTION NOTES PROVIDE AND EXTEND CONDUIT PATHWAY FROM 04-81/82 TUNNEL OUT TO APRON R HARDSTAND R4. INSTALL CONDUIT INSIDE UTILITY TRENCH. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING. PROVIDE OLDCASTLE 3030-LA, OPEN -BOTTOM CONCRETE HAND HOLE WITH ALUMINUM LID AND HARDWARE. SEE CIVIL PLANS FOR LID RATING. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON L CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 kill 11110 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C4 UKAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wash j �� THIS DESIGN BAND/ R CHECKED 05.05.17 W4700331 A 06.08.18 �, �.�ILITY PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE CHECKED E364 E37 "d,p 35276 w� APPROVED RENT 0 N SITE JOB N0. COMP N0. 0 rsTER� ' W4700331 �SSIONAL�� 8ll APPROVED ]ELECTRICAL MASTER SITE RENTON, WA DWG No. 04-APRON-R-E364 J J MATCH LINE, SEE SHEET E364 )ING 1 10 1 10 20 �. SCALE: IN FEET i� GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 2 3 UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 4-0 PVC. c UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE 0 SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON C DRAWINGS. 0 T UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM C OF 36" BELOW GRADE. 5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL (PVC COATED IF UNDERGROUND) WITH A MINIMUM 48" BEND RADIUS. 6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE SHALL HAVE 36" TAILS, SECURED AT EACH END OF CONDUIT. 7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM SPACING IS REDUCED TO 3" WHEN EMBEDDED IN CONCRETE. 0 im T CONDUIT PENETRATIONS IN HANDHOLES SHALL BE CY INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. a C C CONTRACTOR TO COORDINATE INSTALLATION OF C DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH I� BOEING'S CONTRACTED I.T. INSTALLER. T 4 NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED — 600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN — 180 DEGREES IN CONDUIT BENDS. 11. 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. CONSTRUCTOR NOTES PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX ON EQUIPMENT HARDSTAND. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING FROM TURNSTILE CONTROLLER TO 04-83 BUILDING. ®RECONNECTION OF FIBER OPTIC CABLES TO TURNSTILE CONTROLLER TO BE PERFORMED BY OTHERS. COORDINATE WITH BOEING CONSTRUCTION MANAGER FOR INSTALLATION OF FIBER CABLE AND RECONNECTION TO TURNSTILE CONTROLLER. PROVIDE OLDCASTLE 3030-LA, OPEN -BOTTOM CONCRETE HAND HOLE WITH ALUMINUM LID AND HARDWARE. SEE CIVIL PLANS FOR LID RATING. LAKE WASHINCTON KEY PLAN SCALE: N.T.S. ld CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT kill 11110 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C4 UKAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wash j �� THIS DESIGN BAND/ R CHECKED 05.05.17 W4700331 A 06.08.18 �, �.�ILITY PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E365 E38 CHECKED "d,p 35276 w� APPROVED RENT 0 N SITE JOB N0. COMP N0. 0 rsTER� ' W4700331 �SSIONAL�� 8ll APPROVED ]ELECTRICAL MASTER SITE RENTON, WA DWG No. 04-APRON-R-E365 c T u C C C r T a 0 J J r CUN I INUtU UN 1 E1 1 d LEGEND 277/480V PANEL 4 JUNCTION BOX ® 480V, 30, 3W, 4P AMPERAGE AS NOTED WITH STEEL GUARD GENERAL NOTES 1. ALL DROPS AND RECEPTACLES TO BE PER BOEING STANDARD DRAWINGS. 2. ALL WIRE TO BE #12, TYPE THW, OR THHN, AND ALL CONDUIT TO BE 1 /2" TYPE EMT, UNLESS OTHERWISE NOTED. - 3. ALL CONDUIT RUN ON THE FLOOR, IN CHASES, OR SUBJECT TO PHYSICAL DAMAGE OR MOISTURE TO BE - RIGID STEEL. 4. ALL CONDUIT RUN ON THE FLOOR TO BE COVERED WITH MASTIC. 5. ALL WIRE TO BE COPPER UNLESS OTHERWISE NOTED. 6. ALL FLEXIBLE CONDUIT SHALL INCLUDE A GROUNDING JUMPER SIZED AS NOTED TO INSURE GROUNDING CONTINUITY. 7. COLOR CODING FOR NEW OR EXTENDED 480 VOLT CIRCUITS SHALL BE: "A" PHASE (LEFT BUS IN PANEL) BROWN "B" PHASE (CENTER BUS IN PANEL) ORANGE "C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY CONSTRUCTION NOTES 1�PROVIDE AND INSTALL CONDUITS FROM HARDSTAND R14 TO TAPBOX AND CAPPED ELBOW ON OUTSIDE OF 04-20 BUILDING. L Z� PROVIDE AND INSTALL NEMA 4X TAP BOX AS SHOWN IN DETAIL SHEET E581-1. PROVIDE AND INSTALL NEMA 4X CAPPED ELBOW AS SHOWN IN DETAIL SHEET E581-1 O © O ® © O I %h' i I III' KEY PLAN N SCALE: N.T.S. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1'' "' �'� UNAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE OF WAS tr ACCEPTABILITY EGW EDH 5 23 94 C,� ��' G, �� THIS DESIGN AND/OR CHECKED W4700331 06.08.18 L APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 F PROVIDE VACCUME OUTLET 359604-001 E.MOGHADA EM 5/14/01 PARTIAL POWER PLAN SPECIFICATION IS APPROVED JRICKARD 4 18 97 SHEET G RELOCATE POWER ISLAND & FMIT J# 557180-38 WORRELL 11/18/07 ® P VED BY DEPT. DATE ENGIN TITLE CHECKED APRON R INFRASTRUCTURE 1 El 12 E39 A DRAWING CLEAN UP T.STAPLET R.MORALES 10/6/97 H TL 8FME 112A0001 J# 557180 57 WORRELL 12/2/07 35276 w� BUILDING 4 20 JOB N0. COMP N0. D RELOCATE WING LAYDOWN 355465-001 SHERWIN SHERWIN 11.09.00 J 12052-36 NEW WING LAYDOWN 12696784 HONARKHAH DH 05/30/12 0 ISTEg� APPROVED W4700331 E RELOCATE 737 SHOP 355465-002 SHERWIN SHERWIN 12.18.00 K VACUUM SYSTEM IMPROVEMENT W4250827 ORTUNO JGO 11.30.16 �SSIONAL�� 8ll APPROVED (ELECTRICAL) MASTER COL. G-J/1-3 RENTON, WA DWG No. 4-20-1 E112 0 C C� C' C C 0 T A D D 7 D D D w 01 11 1 DnV r)r7A11 C 5 O LEG E N D e 4FT FLUXSTREAM LED LINEAR LUMINAIRE CAT# LF4FR3940ULAG (WALL MOUNT), 40 WATT, 100,000 HOURS, SUITABLE FOR DAMP LOCATIONS. ® 8FT FLUXSTREAM LED LINEAR LUMINAIRE CAT# LF8FR394OULAG (SUSPENDED FROM CEILING) WITH "V" HOOKS, 40 WATT, 100,000 HOURS, SUITABLE FOR DAMP LOCATIONS. SYM REVISION A CREATED SHEET IN MASTER DWG SYSTEM B REPLACE INTERIOR LIGHTING C REPLACE TRENCH & TUNNEL LIGHTS D APRON R INFRASTRUCTURE VESTIBULE BY APPROVED DATE SYM JA JA 02.06.07 575588-00 CD/JA C.DOAK W3180120 ORTUNO JGO 05.21.15 W4700331 CASNE CEC 06.08.18 GENERAL NOTES 1. ALL DROPS AND RECEPTICALS TO BE PER BOEING STANDARD DRAWINGS. 2. ALL WIRE TO BE #12, TYPE TW, AND ALL CONDUIT TO BE Y", TYPE EMT, UNLESS OTHERWISE NOTED. 3. ALL CONDUIT RUN ON THE FLOOR, IN CHASES, OR SUBJECT TO PHYSICAL DAMAGE OR MOISTURE TO BE RIGID STEEL. 4. ALL CONDUIT RUN ON THE FLOOR TO BE COVERED WITH MASTIC. REFERENCE DRAWINGS INCORPORATED FROM RASTER: 104-081-2001-E130 CHASE POWER & LIGHTING 104-082-2001-E130 CHASE POWER & LIGHTING 104-081-2001-E141 TUNNEL DETAILS MATCH LINE, SEE SHEET 0E-3-37-44 PART AL TUNNEL/TRENCH PLAN SCALE: 1 /16"=1'-O" CONSTRUCTION NOTES D 1 PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY MOUNTING HARDWARE IN BELOW GRADE TRENCH. 2� PULL CONDUIT UP TO AND CONDUCTORS THROUGH RETAINED V24A PULL BOX. 3� CONTINUE CONDUIT /CONDUCTOR ROUTING INTO EXISTING UTILITY TRENCH OUT TO APRON R. SEE DWG 04-APRON-R-E114 FOR CONTINUATION OF THIS PATHWAY. REVISION BY APPROVED DATE BOE//V� 4`S of was l�r ACCEPTABILITY J.ANDRE THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED N IN P VED BY DEPT. DATE ORTUNO CHECKED 35276 APPROVE o�� ONAL����� SII APPROVE 16' 8' 0 8' 16' 32' �J 0 12 11 9 7 5 3 1 LEVEL 10 LEVEL 9 LEVEL 8 0 aD 0 LEVEL 7 LEVEL 6 0 LEVEL 5 0 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL 0 2)0 c 0 0 c c 0 T C T y " `' a c c c rN 'J KEY SCALE: NONE SECTION KEY ALE: NONE AN ^�j r1momm®r/ImErv1 CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SCAL1 1-1 E. /6 -0 02.06.07 SUBTITLE PARTIAL UNDERGROUND CURRENT REVISION SYMBOL DATE W4700331 D 06.08.18 277/480V POWER PLAN SHEEP 06.10.15 TITLE APRON R INFRASTRUCTURE OE-3-25-32 E40 BUILDING 04-81-82 TUNNEL AND TRENCH JOB N0. COMP NO. W4700331 DWG N0. ELECTRICAL MASTER COL. 1-5/H-M RENTON, WA 04-81-82-OE-3-25-32 05 4.5 04 3.5 (3) MATCH LINE, n 1.5 ol cn M M 0 N op V O rb cn 0 cm Q 0 Q Q N 0 ca Q 21 m 0 U co w Q 00 0 N LL 0 0 co cc co cu J I I I CD I i i i i i i i � V28B/ (2)4"C, 3#600, #2/0 GND I i E50 —4 2 0E-3-37—1 I I I I I I I I I I I I I I I I E50 —2 0E-3-37-4 I I I � O 2 PARTIAL TUNNEL/TRENCH PLAN SCALE: 1 /16"=1'-0" LEGEND GENERAL OTES CONSTRUCTION NOTES e 4FT FLUXSTREAM LED LINEAR LUMINAIRE CAT 1. ALL DROPS AND RECEPTICALS TO BE PER BOEING LF4FR3940ULAG (WALL MOUNT), 40 WATT, 100,000 STANDARD DRAWINGS. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY MOUNTING HOURS, SUITABLE FOR DAMP LOCATIONS. D HARDWARE IN BELOW GRADE TRENCH. 2. ALL WIRE TO BE #12, TYPE TW, AND ALL CONDUIT TO BE Y", TYPE EMT, UNLESS OTHERWISE NOTED. PROVIDE CORE DRILL FOR (2) 4" CONDUITS IN LEVEL 1 FLOOR. COORDINATE CORE DRILL LOCATION WITH LEVEL 1 CONDUIT STUB 3. ALL CONDUIT RUN ON THE FLOOR, IN CHASES, OR UPS SHOWN ON 1 E-3-44. PULL CONDUCTORS INTO 42"x16"x8" SUBJECT TO PHYSICAL DAMAGE OR MOISTURE TO BE PULL BOX AND CONTINUE CONDUIT RUN INSIDE TRENCH. RIGID STEEL. 4. ALL CONDUIT RUN ON THE FLOOR TO BE COVERED WITH MASTIC. REFERENCE DRAWINGS INCORPORATED FROM RASTER: 104-081-2001—E130 CHASE POWER & LIGHTING 104-082-2001—E130 CHASE POWER & LIGHTING 104-081-2001—E141 TUNNEL DETAILS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CREATED SHEET IN MASTER DWG SYSTEM JA JA 02.06.07 B REPLACE INTERIOR LIGHTING 575588-00 CD/JA C.DOAK C REPLACE TRENCH & TUNNEL LIGHTS W3180120 ORTUNO JGO 05.21.15 D APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 WAS L�T� 35276 ���'�,S�Z'1 STER�G'A, �SIQNAL �G, ACCEPTABILITY J.ANDRE THIS DESIGN AND/OR CHECKEE SPECIFICATION IS APPROVED — N IN ;,,OVED BY IDEPT. I DATE ORTUNO III LEVEL 9 LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 KEY SECTION SCALE: NONE 16' 8' 0 8' 16' 32' SCALE: 1 /16"=1'—O" 02.06.07 SUBTITLE PARTIAL UNDERGROUND 277/480V POWER PLAN 06.10.15 TITLE APRON R INFRASTRUCTURE B U I L D I N G 04-81-82 TUNNEL AND TRENCH ELECTRICAL MASTER COL. 1-5/M—R M � 12 11 n9 M M M l l 1��01 CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 D .J CIVIL PERMIT PAN mo W47003311 D 06.08.18 SHEEP OE-3-37-44 E41 JOB N0. COMP N0. W4700331 DWG N0. RENTON, WA 04-81-82—OE-3-37-44 CUR J r C'M T— O i O i w 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM I REVISION BY I APPROVED I DATE I SYM APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18 A I CITY OF RENTON COMMENTS W4700331 ABAM I SPT 10/01/18 REMOVAL REVISION MATCHLINE, SEE SHEET C84R MATCH LINE, SEE SHEET C82R BY I APPROVED DATE P. of WA tf �f x 31271 w� ��ssioNaL 20 0 20 40 scale feet ACCEPTABILITY [DRAWN 06E08 18 THIS DESIGN AND/OR HECKED SPECIFICATION IS APPROVED PT 06 08 18 APPROVED BY I DEPT. I DATE IJLC 1• 1:fR i FrFNin ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY - — — — — - PROJECT LIMITS GENERAL NOTES 1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH CDF. SEE NOTES ON SHEET G02. 2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND IRRIGATION REMOVAL/REPLACEMENT. 4. 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. 5. 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. 6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION. CONSTRUCTION NOTES REMOVE EXISTING SURFACE MOUNTED WOOD BULLRAIL - 249 LF 2� REMOVE AND SALVAGE EXISTING WHEELSTOPS. TO REMAIN PROPERTY OF BOEING - 6 EA :� REMOVE EXISTING SIGN, SEE GENERAL NOTE 6 REMOVE AND SALVAGE CONCRETE BARRIER. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDINATE WITH BOEING FOR STORAGE LOCATION - 159 LF 5� PROTECT EXISTING STORM REMOVE EXISTING FENCE AS REQUIRED FOR PAVEMENT REMOVAL - 56 LF 7� REMOVE EXISTING SURFACE MOUNTED UTILITY R::�:- REMOVE UNDERGROUND UTILITY ABANDON UNDERGROUND UTILITY 10 REMOVE EXISTING FLUSH SECTION VALVE 11 REMOVE EXISTING CONCRETE PAVEMENT, SEE GENERAL NOTE 2 12 REMOVE EXISTING GROUND ROD AND WIRE - 1 EA 13 REMOVE EXISTING FIRE HYDRANT - 1 EA 14 REMOVE EXISTING STORM DRAIN MANHOLE - 1 EA 15 PROTECT EXISTING FIRE 16 PROTECT EXISTING CATCH BASIN AND ADJUST TO GRADE - 1 EA 17 PROTECT EXISTING MANHOLE AND ADJUST TO GRADE - 2 EA 18 REMOVE EXISTING SURFACE MOUNTED COMMUNICATION J-BOX - 1 EA 19 REMOVE EXISTING TREE 20 PROTECT EXISTING TREE 21 REMOVE AND SALVAGE SIGN. SIGN TO REMAIN BOEING PROPERTY. CIVIL PERMIT Mao CIVIL SITE REMOVAL PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I KEY PLAN SCALE: N.T.S. R-401321 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + W4700331 J" "' A ""' ` 10/01 / 18 C83R C04. JOB NO. COMP NO. W4700331 DWG N0. 4—APRON—R—C83R 00 0 co co 0 C) 00 T i U H H H N L J 10 IC:) I� T irr in CIVIL MASTER RENTON SITE SITE RENTON, WA 4.5 4 T5 3.5 3 MATCH LINE, SEE SHEET 1E-3-38 GENERAL NOTES GENERAL NOTES (cont.) CONSTRUCTION NOTES 1. ALL DROPS AND RECEPTACLES TO BE PER BOEING 7. COLOR CODING FOR NEW OR EXTENDED 480V OR 120V PROVIDE 42"x16"x8" PULL BOX ABOVE TRENCH LID WITH FLOOR STANDARD DRAWINGS. VOLT TO CEILING STRUT SUPPORT. SEE STRUCTURAL DRAWINGS FOR PARTIAL FLOOR PAN 2. (D ALL WIRE TO BE #12, TYPE THW, OR THHN, AND ALL CIRCUITS SHALL BE: SEISMIC BRACING DETAILS. SCALE: 1 /8"=1'-0" CONDUIT TO BE 1 /2" TYPE EMT, UNLESS OTHERWISE „A„ PHASE (LEFT BUS IN PANEL) 2 PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY MOUNTING NOTED. "B" PHASE (CENTER BUS IN PANEL) ROLAC BROWN ORANGE BLACK RED HARDWARE. CONDUIT TO BE ROUTED OVERHEAD IN MEZZANINE 3. ALL CONDUIT RUN ON THE FLOOR, IN CHASES, OR "C" PHASE (RIGHT BUS IN PANEL) YELLOW BLUE TRUSSES. SUBJECT TO PHYSICAL DAMAGE OR MOISTURE TO BE RIGID NEUTRAL GRAY WHITE STEEL. GROUND GREEN GREEN USE EXISTING SLEEVES IN MEZZANINE SLAB FOR CONDUIT 4. ALL CONDUIT RUN ON THE FLOOR TO BE COVERED WITH STUB -UPS INTO VAULT 28 LOW -VOLTAGE SWITCHGEAR SECTION. MASTIC. COORDINATE CORE DRILL WITH STRUCTURAL TO AVOID DAMAGING REBAR. 5. ALL WIRE TO BE COPPER UNLESS OTHERWISE NOTED. ® PROVIDE 42"x16"x16" PULL BOX BELOW EXISTING SLEEVES IN 6. ALL FLEXIBLE CONDUIT SHALL INCLUDE A GROUNDING MEZZANINE SLAB. SEE STRUCTURAL DRAWINGS FOR SEISMIC JUMPER SIZED AS NOTED TO INSURE GROUNDING BRACING DETAILS. CONTINUITY. SYM REVISION BY APPROVED DATE A RECORD DRAWING 110709-14 SASCO KTL 2/11/04 B NEW ROLLUP DOOR & HEATER W469563 3UTTERFIELD SWB 12.12.12 C 4-81 /82 UNIT SUB REPLACEMENT W3045112 CASNE RJJ 12.30.16 D 4-81-82 BUS DUCT PANEL REPLACEMENT 33268 CASNE RJJ 04.21.17 E REPLACE AGED SUCSTATION V28 33678 CASNE RJJ 06.01.17 SYM REVISION F I APRON R INFRASTRUCTURE BY APPROVED DATE W47003311 CASNE I CEC 06.08.18 Q� BOE/NG C'— �g`� of waste LG� 35276 cy� �' �ol wSTERN " i:Y-tONAL 5� .,p? F 1 1 llm�- 1 X X LEVEL 10 LEVEL 9 LEVEL 7 aDa LEVEL 2 KEY SECTION SCALE: NONE ACCEPTABILITY THIS DESIGN AND SPECIFICATION IS APPROVED KSH N U6' 23 03 SUBTITLE PARTIAL FIRST FLOOR PLAN 480Y/277V POWER PLAN EPR CHECKED 7-3-03 EPR 7-3-03 TITLE REPLACE AGED SUBSTATION V28 BUILDING 04-81-82 *_ROVED BY DEPT. DATE CHECKED APPDROVED ELECTRICAL MASTER COL. Q-R/3-5 12 11 ly) l� ) n T �13 T - 14 12 11 10 19 18 17 16 15 24 23 22 21 20 29 28 27 26 25 T36 35 34 33 32 31 42 41 40 39 38 37 48 47 46 45 22= 43 KEY PLAN N SCALE: NONE CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT. CURRENT REVISION SYMBOL DATE W4700331 F 06.08.18 SHEET 1 E-3-44 E42 JOB NO. COMP NO. W4700331 RENTON, WADWG N0O, 04-81-82-1 E-3-44 0 c 0 0 c c 0 T L r� T y � `' a c c c T a n5 4.5 n4 3.5 n3 F-i 1 561-A1 i PNL UQ3.5 PNL UQ4 Q 5 2XQ8 — 1-1/2"C 03.5 03 3)3-1/2"C, 4#600KCMILLj 2 OGND 19KiKGONDIlNDUI 2Q3.5 0. PNL 2Q3.5—(3)3-1/I VAULT VAULT V28A 1 V28B 3 250KCMIL X C#2/OGND 3 C, 4 500KCMIL B ;� ;(2 "C, 4#600K IL 600KCMIL PNL X203 F C L FC—PNL2Q4-1 24FLA,2PNL #2/OGN PNL 2Q3.5-2 300 KVA XFMR EBROKO 1 0-01 #10,s 0 A MR K 2Q3.5-2/1 it L) L] 2R3 O 0 o0 0 O ❑❑ MCC#1 3 — 3/4"C F E h El 2Q3.5-2-7,9,1 Oo w 5 R4.75 R .5 R4.25 F 4 H 1 R 5HP, 48OV, 3PH HWP-2 5HP, 480V 3PH 5 SYM REVISION BY APPROVED DATE SYM A 4-81 /82 UNIT SUB REPLACEMENT W3045112 CASNE RJJ 12.30.16 B 4-81-82 BUS DUCT PANEL REPLACEMENT 33268 CASNE RJJ 06.23.17 C APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 CWklwill BY I APPROVED I DATE PARTIAL FLOOR PLAN SCALE: 1 /8"=1 ' - 0" �4* of waste L�� 352 6 w� 40 � 1 STER� �SSIONAL� „P 3Q C R ACCEPTABILITY J ANDRE JAI 112.16.11 SUBTITLE PARTIAL LEVEL TWO THIS DESIGN AND/OR CHECKED 480Y/277V POWER PLAN SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE ',f2RDVED BY DEPT. DATE BUILDING 04-81-82 30 GENERAL 277/480V PANEL 120/208V PANEL 480V MOTOR (SIZE AS NOTED) 0 MOTOR STARTER C' DISCONECT C C 480V RECEPTACLES 0 T JUNCTION BOX C NOTES 1. ALL DROPS AND RECEPTACLES TO BE PER BOEING STANDARD DRAWINGS. 2. ALL WIRE TO BE #12, TYPE THW, OR THHN, AND ALL CONDUIT TO BE 1 /2" TYPE EMT, UNLESS OTHERWISE NOTED. 3. ALL CONDUIT RUN ON THE FLOOR, IN CHASES, OR SUBJECT TO PHYSICAL DAMAGE OR MOISTURE TO BE RIGID STEEL. 4. ALL CONDUIT RUN ON THE FLOOR TO BE COVERED WITH MASTIC. 5. ALL WIRE TO BE COPPER UNLESS OTHERWISE NOTED. I VA ALL FLEXIBLE CONDUIT SHALL INCLUDE A GROUNDINCT JUMPER SIZED AS NOTED TO INSURE GROUNDING CY CONTINUITY. a COLOR CODING FOR NEW OR EXTENDED 480 VOLT C CIRCUITS SHALL BE: I I rN "A" PHASE (LEFT BUS IN PANEL) BROWN G "B" PHASE (CENTER BUS IN PANEL) ORANGE — "C" PHASE (RIGHT BUS IN PANEL) YELLOW NEUTRAL GRAY REFERENCE DRAWINGS 1 E-3-11 PARTIAL/LEVEL 1 480/277V PLAN E4H-V28A ONE -LINE DIAGRAM SUB V28A E4H-E28B ONE -LINE DIAGRAM SUB V28B CONSTRUCT ON NOTES USE EXISTING SLEEVES FOR (2) 4" CONDUITS IN LEVEL 2 FLOOR. COORDINATE CORE DRILL LOCATION WITH LEVEL 1 CONDUIT STUB UPS SHOWN ON 1 E-3-44. LOCATE AND AVOID DAMAGING EXISTING REINFORCEMENT. PROVIDE CABLE TERMINATIONS AND LAND CONDUCTORS ON V28B BREAKER 5. LEVEL yox LEVEL 9 LEVEL 8 a�a� 7 LEVEL 6 0 LEVEL 5 0 LEVEL 4 KEY SECTION SCALE: NONE 12 11 C9� M C M M T T — 14 13 12 11 10 19 18 17 16 15 24 23 22 21 20 30 1 29 28 27 26 25 36 35 34 33 32 31 42 41 40 39 38 37 48 47 46 45 43 KEY PLAN NONE \ CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT CURRENT REVISION ISYMBOL DATE W47003311 C 06.08.18 SHEET 2E-3-44 E43 JOB No. COMP N0. W4700331 XX DWG IN RENTON, WA 04-81-82-2E-3-44 c T u c c c r T a 0 D D D D D D D ELECTRICAL MASTER COL 5-7/A-B Q ti 0 0 N N_ SYM REVISION 0 A APRON R INFRASTRUCTURE 1 " FLE, CONDU 1" FLEX CONDUIT ACTUATED VALVE - SECTION A ACTUATED VALVE - SECTION B ACTUATED VALVE DETAILS � SCALE: NONE 510- BY APPROVED DATE SYM REVISION BY APPROVED DATE W4700331 CASNE CEC 06.08.18 BOE//V� c�4�N of waste �rr�� 35276 ��QISTER�� �S -tONAL � e GRAPHIC SCALE: SCALE: 1-1 /2"=1 ' - 0" 0 3" 6" 1' 2' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN HGG UAIL 04.07.17 SUBTITLE ACTUATOR VALVE CONNECTION DETAILS CHE CHECKED SW 05.05.17 DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE kBOVED BY DEPT. DATE CHECKED GENERAL NOTES 1. X CONSTRUCTION NOTES CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT. RENTON SITE �06 No. ELECTRICAL MASTER SITE RENTON, WA Dwc No. W4700331 J I tVIUVL n F" L 06.08.18 E510-3 E44 COMP N0. W4700331 04-APRON-R-E510-3 N ,T^ L J C) C) T r n GENERAL NOTES FINISHED GRADE CONCRETE SLAB II71:4W.11]Ioxcli1Ja11:4 v V ° ° v v v° v° p v ° p p ° p v ° a; 0 0 \/\/\/ 0 0 27 MIN. O°00 O 5,0 0 0 0 12" MIN. \\��\/ OOo Oo o0o00C` 0 O 0 0 0 000 000 000 0 00 Oo O o0 0 0 0 °00 O o0 00 00 O 0 THREADED COUPLER 2" SAND BED PVC SCHED 80 CONDUIT PVC COATED RIGID STEEL J v° v ° ° v° v v ° v v ° v v 4 O X THREADED COUPLER 0 0 000 \\ \\ O 00 /. � � r1 BURIED CONDUIT STUB -UP DETAIL SCALE: NONE 27" MIN. 4" SPARE 7.5' 2" SPARE (FIBER) 2" BED COMPACTED BACKFILL PVC COATED RIGID ELBOW E1 10,E1 11,E1 12,E1 13,E1 14,E-1151 E510-4 lown'llK=aw=ao 7.5" V45A/CKT 5 4"C, 3#600, #2/0 GND V45B/CKT 4 4"C, 3#600, #2/0 GND #4/0 BARE CU GROUND DUCT BANK CROSS-SECTION SCALE: 1-1 /2"=1'-0" Ell 1,E361JE510-7 FINISHED GRADE 2" BED FINISHED GRADE 27" MIN. V45A/CKT 5 4"C, 3#600, #2/0 GND V45B/CKT 4 4"C, 3#600, #2/0 GND #4/0 BARE CU GROUND DUCT BANK CROSS-SECTION SCALE: 1-1 /2"=1'-0" E1 10,1�1 1 11 E5110-7 27" MIN. 2" SPARE (FIBER) 2" BED V45A/CKT 5 4"C, 3#600, #2/0 GND 4" SPARE D D D a V45A/CKT 5 „ 4"C, 3#600, #2/0 GND 7.5 4" 4" 4" wmilm'W'als'n, 7.5" #4/0 BARE CU GROUND DUCT BANK CROSS-SECTION SCALE: 1-1 /2"=1 ' -0" E110,E11 1,E360,E361jE5T0-7 GRAPHIC SCALE: SCALE: 1-1 /2"=1 ' -0" 0 3" 6" 1' 2' 1. DUCT BANK ELEVATION SHALL BE SET TO MINIMIZE VERTICAL OFFSETS TO MANHOLES, HANDHOLES WHILE MAINTAINING NO LESS THAN CODE MINIMUM BURIAL DEPTH. 2. QUANTITY OF 400HZ FEEDERS TO BE REDUCED TO COUNT REQUIRED TO FEED DOWNSTREAM GATE BOXES. IF FIELD CONDITIONS REQUIRE MOVE THE 400 HERTZ TO THE OPPOSITE SIDE OF DUCT BANK. 3. HAND HOLES SHALL BE SET ON A 6" BED OF GRAVEL. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C'z UNAWN UAIL SUBTITLE CURRENT REVISION ISYMBOL DATE � WAStr� ACCEPTABILITY CASNE 12.21.17 BURIED CONDUITS DETAILS W4700331 — 06.08.18 - APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED CEC 12.21.15 SHEET rN VED BY DEPT. DATE LDBNEER 12.21.15 TITLE APRON R INFRASTRUCTURE E510-4 E45 CHECKED "d,;P7 35276 APPROVED APRON R JOB N0. COMP N0. 0 ISTER� ' W4700331 �SSIONAL �� 8ll APPROVED ----]ELECTRICAL MASTER RENTON, WA DWG NO. 05-APRON-R-E510-4 A GENERAL NOTES FINISHED GRADE 27" MIN. X�4) V45B/CKT 44"C, 3#600, #2/0 GND 7.5 2" SPARE (FIBER)�_/1 r-I21 D 2" BED #4/0 BARE CU GROUND DUCT BANK CROSS-SECTION SCALE: 1-1 /2"=1'-0" Ell 1,1�361IE51'0-7.1 FINISHED GRADE 27" MIN. 2" SPARE (FIBER) 2" BED SYM I REVISION APRON R INFRASTRUCTURE 7.5" V45A/CKT 11 4"C, 3#600, #2/0 GND 4" SPARE V45B/CKT 11 1„ 4"C, 3#600, #2/0 GND 7.I #4/0 BARE CU GROUND DUCT BANK CROSS-SECTION SCALE: 1-1 /2"=1'-0" BY APPROVED DATE SYM W47003311 CASNE I CEC 1 06.08.18 Ell 13,E 1 14, E363, E364J E510-7.1 V41wou BY I APPROVED I DATE FINISHED GRADE 2" 2" BE[ FINISHED GRADE 2" BED Q� ""A/NG 0 C'— 27" MIN. \Ir)oA lr\ilT 11 DUCT BANK CROSS-SECTION SCALE: 1-1/2"=1'-0" E1 13,E1 14,E363,E�64IE51'0-7 27" MIN. 2" SPARE (FIBER)�� 2„ 4" D a V28A/CKT 11 „ ::::�1_4"C, 3#600, #2/0 GND 7.5 4" L #4/0 BARE CU GROUND DUCT BANK CROSS-SECTION SCALE: 1-1 /2"=1 ' -0" ��� of WAS L�T� 35276 OIST �� ONAL����� � El 14,E 115, E364, E365J E510-7.1 ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED CEC N IN ;,ROVED BY DEPT. I DATE LDB GRAPHIC SCALE: SCALE: 1-1 /2"=1 ' -0" 0 3" 6" 1' 2' NIL SUBTITLE 12.21.17 12.21.15 TITLE 12.21.15 ELECTRICAL MASTER BURIED CONDUITS DETAILS APRON R INFRASTRUCTURE APRON R 1. DUCT BANK ELEVATION SHALL BE SET TO MINIMIZE VERTICAL OFFSETS TO MANHOLES, HANDHOLES WHILE MAINTAINING NO LESS THAN CODE MINIMUM BURIAL DEPTH. 2. QUANTITY OF 400HZ FEEDERS TO BE REDUCED TO COUNT REQUIRED TO FEED DOWNSTREAM GATE BOXES. IF FIELD CONDITIONS REQUIRE MOVE THE 400 HERTZ TO THE OPPOSITE SIDE OF DUCT BANK. 3. HAND HOLES SHALL BE SET ON A 6" BED OF GRAVEL. CONSTRUCTION NOTES CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT W47003311 06.08.18 SHEET E510-5 E46 JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 05-APRON-R-E510-5 A LEGEND CONDUIT d ' a• CONDUIT END BELL :. (TYP) ° 4 a SLOPE DUCTBANK TOWARDS MANHOLE �L \--30"x3/4" COPPER CLAD STEEL GROUNDING ROD W/#4/0 COPPER SECTION GROUNDING CABLE ENCIRCLING BASE MANHOLE GROUNDING DETAIL SCALE: NONE �4/0, 7 STRANDED ROUNDING CONDUCTOR a a a� ° d ° E9A, E9 B, E9 C, E9 D,E9 F j E51' 0 - 6 '1L11Pi9��1ZK�1►1�� DWELD CONN. SED FOR HORIZONTAL BLE CONNS. THROUGH OR END OF RUN) 3/4" x 30' LONG GROUND ROD CONDUCTOR TO GROUND ROD CONNECTION DETAIL SCALE: NONE SYM REVISION — APRON R INFRASTRUCTURE BY APPROVED DATE W47003311 CASNE I CEC 1 06.08.18 SWITCHGEAR OR CONTROL BOARD FRAME GROUNDING BUS OF EQUIPMENT 2-HOLE CADWELD GROUNDING LUG (2) 1/2°-13NC2-1" LONG DURIUM BOLTS WITH NUTS AND LOCKWASHERS #4/0 GROUND CABLE OR WELDING CABLE (LENGTH AS REQ'D) 1 " PVC SLEEVE, SEAL WITH APPROPRIATE SEALING COMPOUND (LENGTH AS REQ'D) FINISHED CONCRETE FLOOR d 1 O O d d O d O O d I O d I O O 1 1 d 1 1 I d1 d d 1 O O co z I N #4/0 GROUND CABLE CADWELD CONNECTION HARDSTAND DIRECT GROUNDING SCALE: NONE BLACK LETTERING 2-INCHES HIGH (TYPICAL) E9A,E9BIE51'0-6 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 5) FIGHT POSITION STATIC GROUND 4/0 BARE CU (TYP.) ERICO B165 AIRCRAFT GROUNDING RECEPTACLE BALL 5/8" DIA GRADE LEVEL � � PIPE FOR TYPE RA AND RB CONNECTIONS AIRCRAFT GROUNDING RECEPTACLE E9A,E9B,E9C,E9D,'E9FIE51'0-6 SCALE: NONE E9A,E9B,E9C,E9D,t9FjE51'0-6 SCALE: NONE E9A,E9B,E9C,E9D,'E9FIE51'0-6 SYM I REVISION BY APPROVED DATE L 1.6 35276IST w� o�� S DNA L���� � 0 ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED CEC — N IN *R_OVED BY DEPT. I DATE JEA 41 t SUBTITLE 08.20.15 08.20.15 TITLE 08.20.15 ELECTRICAL MASTER GROUNDING DETAILS APRON R INFRASTRUCTURE APRON D YARD GENERAL NOTES 1. EACH STATIC GROUND LEVEL TO BE TESTED PER BOEING STANDARD, PRINTED AND DATED. CONTACT BOEING PRIME POWER FOR TESTING. REFERENCE DRAWINGS: 05-APRON-D-E9A 05-APRON-D-E9B 05-APRON-D-E9C 05-APRON-D-E9D CONSTRUCTION NOTES CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 CIVIL PERMIT IL W4700331 1rel 111li i E510-6 E47 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-APRON-R-E510-6 P c T u C C T a 0 GENERAL ROTES HANDHOLE LID TYPE AND LEAD RATING TO BE CALLED OUT ON CIVIL DETAIL DRAWINGS. Q co 0 0 CV CV O LL C O a� cu 0 a� c6 co co J i vv vvi I -- RIGID CONDUIT (TYP.) HAND HOLE TYH CAL SCALE: 2"=1 '0" TnA TTI/' F-)ATT FI E112, E113, E114JE510-7 GRAPHIC SCALE: SCALE: 2"=1 '-0" 0 3„ 6' 1 3 0 5 0 CONDUIT STUBS TO HAVEV PVC BELL ENDS INSTALLED. a C DUCT BANK ELEVATION SHALL BE SET TO MINIMIZE CY VERTICAL OFFSETS TO HANDHOLES WHILE MAINTAINING NC C LESS THAN CODE MINIMUM BURIAL DEPTH. c a PROVIDE CONDUCTOR SERVICE LOOPS IN HANDHOLE. r HANDHOLE LID TO HAVE NAME WELDED ON TO EXTERIOR C FOR EASY IDENTIFICATION. BASE SHALL CONTAIN TWO 3" MINIMUM DIAMETER HOLES TO ALLOW FOR DRAINAGE. CONSTRUCTON NOTES 1. ALL VAULTS AND JUNCTION BOXES SHALL MEET THE LOAD RATING SPECIFIED ON SHEET G2. 2. FRAME AND GRATE FOR 3030-LA VAULT SHALL BE NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. 3. FRAME AND GRATE FOR 444-LA VAULT SHALL BE NEEMAH FOUNDRY PRODUCT R3498R2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 167 -140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 LF DRAWN DAI S SUBTITLE CURRENT REVISION SYMBOL DATE of WASh,I �� AccEPTABiuTY CASNE 08.22.17 HAND HOLE DETAILS W4700331 06.08.18 APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 �� �� THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED CEC 08.22.17 SHEET R VIED BY DEPT. DATE ENGINEER TITLE APRON R INFRASTRUCTURE E510-7 E48 EDB 08.22.17 CHECKED 35276 APRON R JOB NO. COMP N0. IST APPROVED IUNAL ����g`� APPROVED DWG N0. W4700331 o ELECTRICAL MASTER PENTON, WA 05 APRON R E510 7 n T Lf C C C T LL a TO HARDSTANDS R10-R14 V45A/4 4"C, 3#600, #2/0 GNE V45B/5 4"C, 3#600, #2/0 GND SYM REVISION APRON R INFRASTRUCTURE `t J F P11\ LJ HH-P1 HANDHOLE BUTTERFLY SCALE: 1 "=1'-O" TO HARDSTANDS R10-R14 OPEN BOTTOM HAND HOLE 11 11E51'0-8 2"C, FIBER OLDCASTLE 3030-LA 2"C, FIBER TO 4-20 BLDG HH-D1 HANDHOLE BUTTERFLY SCALE: 1 "=1'-O" BY APPROVED DATE W4700331 CASNE CEC 06.08.18 SYM 3611E51'0-8 3'-6" BY I APPROVED I DATE TO HARDSTAND R3 2"C, FIBER OPEN BOTTOM HAND HOLE 2"C, FIBER 2' OLDCASTLE 3030-LA 2"C, FIBER TO HARDSTAND R4 2"C, FIBER HH-D2 HANDHOLE BUTTERFLY SCALE: 1 "=1'-O" TO HARDSTAND R3 2"C, FIBER OPEN BOTTOM HAND HOLE TO BLDG 04-82 OLDCASTLE 3030-LA 2"C, FIBER TO HARDSTAND R4/ BLDG 04-82 HH-D3 HANDHOLE BUTTERFLY SCALE: 1 "=1'-O" Q� BOE/NG C'— ��� of WAS L�T� c) 35276IST O�� ONAL����� � E3641E510-8 , SCALE: 1 "=1 '-O" ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED CEC N IN ;,ROVED BY DEPT. I DATE LDB , OPEN BOTTOM HAND HOLE TO HARDSTAND R3 GRAPHIC SCALE: mm�� 91141 q I t SUBTITLE 08.22.17 08.22.17 TITLE 08.22.17 2"C, FIBER GENERAL NOTES 1. HANDHOLE LID TYPE AND LEAD RATING TO BE CALLED OUT ON CIVIL DETAIL DRAWINGS. 2. CONDUIT STUBS TO HAVEV PVC BELL ENDS INSTALLED. CI C 3. DUCT BANK ELEVATION SHALL BE SET TO MINIMIZE VERTICAL OFFSETS TO HANDHOLES WHILE MAINTAINING NO C LESS THAN CODE MINIMUM BURIAL DEPTH. c 0 4. PROVIDE CONDUCTOR SERVICE LOOPS IN HANDHOLE. T 5. HANDHOLE LID TO HAVE NAME WELDED ON TO EXTERIOR FOR EASY IDENTIFICATION. 6. BASE SHALL CONTAIN TWO 3" MINIMUM DIAMETER HOLES TO ALLOW FOR DRAINAGE. CONSTRUCTION NOTES 1. ALL VAULTS AND JUNCTION BOXES SHALL MEET THE LOAD RATING SPECIFIED ON SHEET G2. 2. FRAME AND GRATE FOR 3030-LA VAULT SHALL BE NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. 3. FRAME AND GRATE FOR 444-LA VAULT SHALL BE NEEMAH FOUNDRY PRODUCT R-3498-R2S OR APPROVED SIMILAR. COORDINATE FRAME AND GRATE DETAILS WITH MANUFACTURER BEFORE FABRICATION OF VAULTS. �2"C, FIBER OLDCASTLE 3030-LA HH-D4 HANDHOLE BUTTERFLY SCALE: 1 "=1'-0" HAND HOLE DETAILS APRON R INFRASTRUCTURE APRON R TO HARDSTAND R2 651E510-8 CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140 [CIVIL PERMIT a, =====No W47003311 — 1 06.08.18 E510-8 E49 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 05-APRON-R-E510-8 D 7 D ELECTRICAL MASTER 30" 51E 0-10 480V TAP BOX V28A/5 j (4)4"C, 3#600, #2/OGND - PANEL R2 MPZ R2-1 T5KVA, 120/24OV, 10 8"X8" WIREWAY 12"X12"X6" NEMA 4X SS DATA PULL BOX �����P==::'HH 100A 100A 60A 60A 30A 30A 200A 200A (5) 120V, 20A RECEPTACLE ,q (1) 120V, 20A HAZ RECEPTACLE 510-1 NEMA 4X SKYLINE 1\4-4X SS #65747 TAP BOX SKYLINE 3EA ILSCO PDBU-55-600-1 5"C NIPPLE GENERAL NOTES 1. FOR HARDSTAND FRAMING, REFER TO SHEET S500-40 V28A/5 HARDSTAND R2 - ENLARGED PLAN VIEW 1 4"c, 3#600, #3/0 GND a SCALE: 1/2"=1'-O" El15,E365 E510-10 c C 5 4 480V TAP BOX - DETAIL 2 CONSTRUCTION NOTES T SCALE: 1 =1 -0 510-1 PROVIDE AND INSTALL NEMA 4X SKYLINE N-4X G NEMA 4X 100A, NEMA 4X 60A, NEMA 4X 30A, NEMA 4X SS #65747 TAP BOX ONTO HARDSTAND. _ 8x8 WIREWAY DISCONNECT SWITCH DISCONNECT SWITCH DISCONNECT SWITCH FED FROM SUB 10" 480V TAP V28A, CKT 11 PROVIDE AND INSTALL NEMA 3R, 5KVA MPZ. 1 BOX 3#3/0, #6 GND ©200A, NEMA 4X � PROVIDE 30A, 3-POLE CIRCUIT BREAKER IN ENCLOSED CIRCUIT NEMA 4X STAINLESS STEEL ENCLOSURE. BREAKER 200A ARKTITE #AR2042 10 ® PROVIDE 60A, 3-POLE CIRCUIT BREAKER IN � 3#3/0, #1 /0 GND- 0-0 200A NEMA 4X STAINLESS STEEL ENCLOSURE. 2ooA 200A 1 I (5)120V, 20A GFI DUPLEX 11 _ _ _ _ _ _ _ _ ENCL ENCL • • see 000 TYP F 1 BRKR BRKR 0 0 j ( ) I 200A I PROVIDE 100A, 3-POLE CIRCUIT BREAKER IN ••• ••• °O •O 1 0 0J I I 3#1 , #6 GND NEMA 4X STAINLESS STEEL ENCLOSURE. 2 60A WA'°" '°" 0 120V, 20A RECEPTACLE 510-1 L0 I O 00 PART CPS152 1 100A I ARKTITE © PROVIDE 200A, 3-POLE CIRCUIT BREAKER IN '°°" I\ 1 1 #NR1042 NEMA 4X STAINLESS STEEL ENCLOSURE. 480V TAP BOX Z°°" z I '--, ALUMINUM 1 100A 1 7 PROVIDE 30A ARKTITE PLUG, PART AR342. BACKPLANE 144" CIA200A, 480V, 30, 3W 1 1 3#4, #8 GND NEMA 4X I PANELBOARD 60A I ARKTITE ®PROVIDE 60A ARKTITE PLUG, PART #AR642. #AR642 4/0 BARE 1 60A I PROVIDE 100A ARKTITE PLUG, PART #AR1042. COPPER WIRE 3#10, #10 GND 1 10 PROVIDE 200A ARKTITE PLUG, PART #AR2042. 1 30A 1 ARKTITE T GROUND ROD I I #AR342 11 PROVIDE 120V, 20A GFI DUPLEX RECEPTACLE. C 0 0-30A I � PROVIDE 120V, 20A HAZ DUPLEX RECEPTACLE. C HARDSTAND R2 ELEVATION (FRONT) 1 1 C, 3#10, #10 GND 14 PART #CPS152. r SCALE: 1 /2"=1'-0" 510-1 I 30A I T - - - - - - - - - - - - - - - - 13 PROVIDE 225A RATED, NEMA 4X SS, 480V, 30, a 10" I I 1 CATHODIC PROTECTION I 3W, 42 CIRCUIT PANELBOARD WITH 2O0A MCB CABINET TRANSFORMER I AND MOLDED CASE CIRCUIT BREAKERS. SEE 15A ) I I 1 "C 3 10 10 GND I PANEL SCHEDULE FOR DETAILS. 12"X12"X6" L--------J 1 # # 1 NEMA 4X SS I I 14 PROVIDE AND INSTALL CONDUIT AND DATA PULL BOX I I CONDUCTORS FROM 480V PANELBOARD TO 3/4"C, 2#14, #14 GND CD CATHODIC PROTECTION 1 CATHODIC PROTECTION CABINET. R2-1 I CABINET 1 MPZ o L - - - - - - - - - - - - - - - - - - J 4/C COF HARDSTAND R2 - ELEVATION (BACK SCALE: 1 /2"=1'-O" JION CABINET HARDSTAND R2 - ONE LINE DIAGRAM SCALE: NONE 510-1 CP31E510-10 CATHODIC PROTECTION CABINET CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT (' UHAWN UAIL SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L HARDSTAND R2 -DETAIL Was.�j �ACCEPTABILITY HGG 05.05.17 W4700331 A 06.08.18 A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 G �� �� THIS DESIGN AND/OR CHECKED ?' SPECIFICATION IS APPROVED SW 05.05.17 SHEET ENGWur,v� ® _ OVED BY DEPT. DATE DATIN EER 05.05.17 TITLE APPRON R INFRASTRUCTURE CHECKED E51 0 E50 "d16 °� 35276 APPROVED RENT 0 N SITE JOB NO. COMP NO. ISTER� W4700331 �SSIONAL�1 SII APPROVED ELECTRICAL MASTER SITE RENTON, WA Dwc No. 04-APRON-R-E510-10 30" 51E 0-11 480V TAP BOX r F, V28A/11 (4)4"C, 3#600, #2/OGND -� kAD7 D-4 1 ACTUATOR VALVE SHUT OFF 8"X8" WIREWAY 12"X12"X6" NEMA 4X SS DATA PULL BOX �����P==::'uu 100A 100A 60A 60A 30A 30A 200A 200A (5) 120V, 20A RECEPTACLE A (1) 120V, 20A HAZ RECEPTACLE L510-11 E 1 1 N HARDSTAND R3 - ENLARGED PLAN VIEW SCALE: 1/2"=1'-0" E9,E115,E365 E510-11 5 4 NEMA 4X 100A, NEMA 4X 60A, NEMA 4X 30A, NEMA 4X 8x8 WIREWAY DISCONNECT SWITCH DISCONNECT SWITCH DISCONNECT SWITCH 10" ©200A, NEMA 4X 1 ENCLOSED CIRCUIT BREAKER 5 120V, 20A GFI DUPLEX 11 200A 200A L\1 1 O 0 1 ( ) CD ENCL ENCL • • • • 000 000 1 O 0 i (TYP) co BRKR BRKR • so .. .. 1 0 O J 2 �^ W` '°" '°" 1 0 120V, 20A RECEPTACLE 12 5110---11 o� L° II 00 PART # CPS152 480V TAP BOX Z°°" z • ALUMINUM BACKPLANE 144" N 12"X12"X6" NEMA 4X SS DATA PULL BOX 4/C COF HARDSTAND R3 -ELEVATION (FRONT' SCALE: 1 /2"=1'-0" HARDSTAND R3 -ELEVATION (BACK SCALE: 1 /2"=1'-0" 4/0 BARE COPPER WIRE GROUND ROD 510-1 10" 510-1 NEMA 4X SKYLINE 1'4-4X SS #65747 TAP BOX SKYLINE 3EA ILSCO PDBU-55-600-1 480V TAP BOX - DETAIL SCALE: 1 "=1 '-0" 480V TAP BOX 3#3/0, # 1 /0 GI r--T-------1 200A) j 3 1 #6 G N D 100A I ARKTITE #NR1042� 6L--* 200A, 480V, 30, 3W j 100A 1 3#4, #8 GND NEMA 4X I �� PANELBOARD -' 60A I ARKTITE I #AR642 60A I 3#10, #10 GND � 30A I ARKTITE #AR342 30A ACTUATOR VALVE 30A I V-113-18 15A L-- ------� \71 "C, 3#10, #10 GND FED FROM SUB V28A, CKT 11 -r j�u, 00#3/0 GND 3#3/0, #6 GND ARKTITE #AR2042� 3/4"C, 2# 14, # 14 GND 5KVA MPZ R3-1 30A 120/240V HARDSTAND R3 - ONE LINE DIAGRAM SCALE: NONE 510-1 GENERAL NOTES 1. FOR HARDSTAND FRAMING, REFER TO SHEET S500-40 T a C CONSTRUCTION NOTES r T PROVIDE AND INSTALL NEMA 4X SKYLINE N-4X G SS #65747 TAP BOX ONTO HARDSTAND. - PROVIDE AND INSTALL NEMA 3R, 5KVA MPZ. PROVIDE 30A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. ® PROVIDE 60A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. PROVIDE 100A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. © PROVIDE 200A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. PROVIDE 30A ARKTITE PLUG, PART #AR342. ® PROVIDE 60A ARKTITE PLUG, PART #AR642. PROVIDE 100A ARKTITE PLUG, PART #AR1042. 10 PROVIDE 200A ARKTITE PLUG, PART #AR2042. PROVIDE 120V, 20A GFI DUPLEX RECEPTACLE. T C PROVIDE 120V, 20A HAZ DUPLEX RECEPTACLE. C PART #CPS152. r 13 PROVIDE ON/OFF SELECTOR SWITCH IN NEMA 4X T a SS ENCLOSURE. p 14 PROVIDE 225A RATED, NEMA 4X SS, 480V, 3�, 3W, 42 CIRCUIT PANELBOARD WITH 2O0A MCB AND MOLDED CASE CIRCUIT BREAKERS. SEE PANEL SCHEDULE FOR DETAILS. CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1'' "' OL UNAWN UAL SUBTITLE CURRENT REVISION SYMBOL DATE �4 aF WA$�j lr� ACCEPTABILITY HGG 05.05.17 W4700331 A 06.08.18 A APRON R INFRASTRUCURE W4700331 CASNE CEC 06.08.18 G �� ���� THIS DESIGN AND/OR CHECKED HARDSTAND R3 - DETAIL SPECIFICATION IS APPROVED SW 05.05.17 SHEET ENGWur,v� ® OVED BY DEPT. DATE DATIN EER 05.05.17 TITLE APPRON R INFRASTRUCTURE CHECKED E510-11 E51 L "d� IST w� APPROVED RENT 0 N SITE JOB N0. COMP NO. °��ISTER � � W4700331 �SSIONAL �1 SII APPROVED ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-E510-11 C'M T_ O i O w 75 Q CO 0 N u; 0 z 0 1= 0 ca J 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM I REVISION I BY - I APRON R INFRASTRUCTURE W47003311 ABAM APPROVED I DATE SPT 06/08/18 SYM REMOVAL REVISION MATCH INF SFF SHFFT C;85R BY I APPROVED I DATE MATCH LINE, SEE SHEET C83R P. of WA �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL MA scale feet ice-, ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE I P-(`p-NIn ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY GENERAL NOTES - — — — — - PROJECT LIMITS 1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH CDF. SEE NOTES ON SHEET G02. 2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND IRRIGATION REMOVAL/REPLACEMENT. 4. 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. 5. 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. 6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION. CONSTRUCTION NOTES REMOVE EXISTING SURFACE MOUNTED WOOD BULLRAIL - 439 LF SALVAGE AND RE -USE EXISTING WHEELSTOP. TO REMAIN PROPERTY OF BOEING - 5 EA REMOVE CONCRETE BARRIER. TO REMAIN PROPERTY OF BOEING CONTRACTOR TO COORDINATE WITH BOEING FOR NEW LOCATION - 28 LF R� REMOVE EXISTING HARDSTAND - 2 EA REMOVE EXISTING AIR MANIFOLD AND STAND - 1 EA REMOVE EXISTING SIGN, SEE GENERAL NOTE 6 REMOVE EXISTING SURFACE MOUNTED COMM J BOX - 2 EA REMOVE EXISTING SURFACE MOUNTED COMM CABINET AND STAND - 1 EA REMOVE EXISTING SURFACE MOUNTED UTI LITY 10 REMOVE UNDERGROUND UTILITY 11 ABANDON UNDERGROUND UTILITY 12 PROTECT EXISTING FIRE 13 REMOVE EXISTING BOLLARD - 9 EA 14 PROTECT EXISTING IRRIGATION BOX DURING TEMPORARY DISCONNECTION. RETAIN AND COORDINATE WITH BOEING FOR LOCATION OF RECONNECTION. SEE LANDSCAPE PLANS 15 REMOVE EXISTING PIV - 2 EA CIVIL PERMIT CIVIL SITE REMOVAL PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE 16 REMOVE EXISTING FIRE HYDRANT - 3 EA 17 REMOVE EXISTING CATCH BASIN - 1 EA 18 REMOVE AND SALVAGE STEEL BULLRAIL AT TRASH ENCLOSURE. TO REMAIN PROPERTY OF BOEING - 40 LF REMOVE EXISTING CONCRETE UTILIDOR 19��R 170 LF 20 REMOVE EXISTING VAULT AND SUMP PUMP 1 EA 21 RELOCATE DISASTER SUPPLY CONNEX. COORDINATE WITH BOEING FOR LOCATION AND REQUIREMENTS. - 1 EA 22 PROTECT EXISTING STORM 23 PROTECT EXISTING VAULT. PROVIDE GROUT SEAL AT UTILITY PENETRATIONS 24 REMOVE EXISTING SURFACE MOUNTED POWER CABINET AND STAND - 2 EA 25 PROTECT EXISTING CATCH BASIN AND ADJUST TO GRADE - 1 EA 26 REMOVE EXISTING TREE 27 PROTECT EXISTING TREE 28 PROTECT EXISTING BOLLARD 29 PROTECT EXISTING VALVE AND ADJUST TO GRADE 30 REMOVE EXISTING CONCRETE PAVEMENT, SEE GENERAL NOTE 2 KEY PLAN SCALE: N.T.S. R-401322 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + NTEII011YOSsl 06/08/18 C84R C05. JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—C84R CIVIL MASTER SITE 30" 51E 0-12 480V TAP BOX V28A/11 (4)4"C, 3#600, #2/OGND PANEL R4 AAD7 DA 1 ACTUATOR VALVE SHUT OFF 8"X8" WIREWAY 12"X12"X6" NEMA 4X SS F DATA PULL BOX uu 200A 200A 100A 100A 60A 60A 30A 30A (5) 120V, 20A RECEPTACLE ,q (1) 120V, 20A HAZ RECEPTACLE t5l0-1 E510-12 HARDSTAND R4 - ENLARGED PLAN VIEW SCALE: 1/2"=1'-O" E9D,E113,E363 E510-12 5 4 NEMA 4X 100A, NEMA 4X 60A, NEMA 4X 30A, NEMA 4X 8x8 WIREWAY DISCONNECT SWITCH DISCONNECT SWITCH DISCONNECT SWITCH 10" ©200A, NEMA 4X 1 0 ENCLOSED CIRCUIT BREAKER 5 120V, 20A GFI DUPLEX 11 200A 200A I O O ( ) CD ENCL ENCL • • • • • e• s e s i O O I (TYP) BRKR BRKR • .•. .•. •e •e 0 0J 2 W^ 60A^ '°" 11 0 120V, 20A RECEPTACLE 12 51�1 � LO I O co PART # CPS 152 480V TAP BOX z z • ALUMINUM BACKPLANE 144" N 00 12"X 12"X6" NEMA 4X SS DATA PULL BOX 4/0 COF GROU14U l\uu SYM REVISION A APRON R INFRASTRUCTURE HARDSTAND R4 -ELEVATION (FRONT SCALE: 1 /2"=1'-O" HARDSTAND R4 -ELEVATION (BACK SCALE: 1 /2"=1'-O" BY W47003311 CASNE APPROVED DATE SYM CEC 1 06.08.18 CZiw "me 4/0 BARE COPPER WIRE -GROUND ROD E510-1 10" BY I APPROVED I DATE L NEMA 4X SKYLINE N-4X SS #65747 TAP BOX SKYLINE 3EA ILSCO PDBU-55-600-1 480V TAP BOX - DETAIL SCALE: 1 "=1'-O" 1316607111119 ■ 3#3/0, # 1 /0 G FED FROM SUB V28A, CKT 11 Y )Jr"00, #3/0 GND 510-1 3#3/0, #6 GND ARKTITE #AR2042 10 200A) 1 3#1 , #6 GND 100A ARKTITE #NR1042� 200A, 480V, 30, 3W j 100A i 3#4, #8 GND NEMA 4X I 40 PANELBOARD �I 60A I ARKTITE �' I #AR642 60A 1 3#10, #10 GND 30A I ARKTITE #AR342 30A I 30A 15A ) L--------J 3/4"C, 2#14, #14 GND HARDSTAND R4 SCALE: NONE N c"o- of waste 35276IST o�� s DNA L��1� � 5KVA MPZ R4-1 30A 120/240V ONE LINE DIAGRAM ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SW ENGI kBOVED BY DEPT. I DATE DAT ACTUATOR VALVE V-1099-18 3#10, #10 GND 510-1 41 L SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ELECTRICAL MASTER HARDSTAND R4 -DETAIL APPRON R INFRASTRUCTURE RENTON SITE SITE GENERAL NOTES 1. FOR HARDSTAND FRAMING, REFER TO SHEET S500-40 cl CONSTRUCTION NOTES T PROVIDE AND INSTALL NEMA 4X SKYLINE N-4X G SS #65747 TAP BOX ONTO HARDSTAND. - PROVIDE AND INSTALL NEMA 3R, 5KVA MPZ. PROVIDE 30A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. ®PROVIDE 60A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. PROVIDE 100A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. © PROVIDE 200A, 3-POLE CIRCUIT BREAKER IN NEMA 4X STAINLESS STEEL ENCLOSURE. PROVIDE 30A ARKTITE PLUG, PART #AR342. ®PROVIDE 60A ARKTITE PLUG, PART #AR642. PROVIDE 100A ARKTITE PLUG, PART #AR1042. 10 PROVIDE 200A ARKTITE PLUG, PART #AR2042. T PROVIDE 120V, 20A GFI DUPLEX RECEPTACLE. C PROVIDE 120V, 20A HAZ DUPLEX RECEPTACLE. C PART #CPS152. r T 13 PROVIDE ON/OFF SELECTOR SWITCH IN NEMA 4X a SS ENCLOSURE. p 14 PROVIDE 225A RATED, NEMA 4X SS, 480V, 3�, 3W, 42 CIRCUIT PANELBOARD WITH 2O0A MCB AND MOLDED CASE CIRCUIT BREAKERS. SEE PANEL SCHEDULE FOR DETAILS. CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I "VI 06.08.18 SHEET /� E510-12 E52 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-APRON-R-E510-12 CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT W4700331 J I "VI 06.08.18 SHEET /� E510-12 E52 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 04-APRON-R-E510-12 I 51E 0-13 480V TAP BOX V45B/4 j (4)4"C, 3#600, #2/OGND - PANEL R10 AAD7 01 () 1 ACTUATOR VALVE SHUT OFF 8"X8" WIREWAY 12"X12"X6" NEMA 4X SS DATA PULL BOX �����P==::'uu 100A 100A 60A 60A 30A 30A 200A 200A (5) 120V, 20A RECEPTACLE ,q (1) 120V, 20A HAZ RECEPTACLE It5l0-1 NEMA 4X SKYLINE N-4X SS #65747 TAP BOX SKYLINE 3EA ILSCO PDBU-55-600-1 GENERAL NOTES 1. FOR HARDSTAND FRAMING, REFER TO SHEET S500-40 4"C, '3#600, #3/0 GND T HARDSTAND P10 - ENLARGED PLAN VIEWcy SCALE: 1/2"=1'-O" E9B,E9C,E111,E112,E361,E362 E510-13 480V TAP BOX DETAIL 2 c C SCALE: 1 "=1'-0" It5l0-1 C 5 4 CONSTRUCTION NOTES T PROVIDE AND INSTALL NEMA 4X SKYLINE N-4X G NEMA 4X 100A, NEMA 4X 60A, NEMA 4X 30A, NEMA 4X SS #65747 TAP BOX ONTO HARDSTAND. _ 8x8 WIREWAY DISCONNECT SWITCH DISCONNECT SWITCH DISCONNECT SWITCH 10" FED FROM SUB [� PROVIDE AND INSTALL NEMA 3R, 5KVA MPZ. V45B, CKT 4 ©200A, NEMA 4X 1 BOX TAP 3#3/0, #6 GND PROVIDE 30A, 3-POLE CIRCUIT BREAKER IN ENCLOSED CIRCUIT �� NEMA 4X STAINLESS STEEL ENCLOSURE. BREAKER 200A ARKTITE #AR2042 10 ®PROVIDE 60A, 3-POLE CIRCUIT BREAKER IN 2ooA 200A 1 0 0 1 (5)120V, 20A GFI DUPLEX 11 3#3/0, #1/0 GND 200A NEMA 4X STAINLESS STEEL ENCLOSURE. ENCL ENCL • • • • 000 000 1 O O i (TYP) BRKR BRKR r - - - PROVIDE 100A, 3-POLE CIRCUIT BREAKER IN 2 ••o .•. •• •• 1 o OJ 200A) NEMA 4X STAINLESS STEEL ENCLOSURE. 120V, 20A RECEPTACLE 12 3#1 , #6 GND & A WA 30A 30A I 1 010 2 1 �� 1 6 PROVIDE 200A 3-POLE CIRCUIT BREAKER IN 510- 00A L J 00 PART # CPS152 1 480V TAP BOX z00A z�A 100A ARKTITE NEMA 4X STAINLESS STEEL ENCLOSURE. ALUMINUM 1 0 n #NR1042�9 PROVIDE 30A ARKTITE PLUG PART AR342. BACKPLANE 144" N 1 100A I # 200A, 480V, 30, 3W I 1 3#4, #8 GND 0O NEMA 4X I40 ®PROVIDE 60A ARKTITE PLUG, PART #AR642. PANELBOARD -' 60A F ARKTITE 4/0 BARE �� 1 #AR642 ® PROVIDE 100A ARKTITE PLUG, PART #AR1042. COPPER WIRE I 60A 1 3#10, #10 GND I 10 PROVIDE 200A ARKTITE PLUG, PART #AR2042. GROUND ROD 1 30A ARKTITE T #AR342 11 PROVIDE 120V, 20A GFI DUPLEX RECEPTACLE. HARDSTAND R 10 - ELEVATION FRONT A 1 30A � PROVIDE 120V, 20A HAZ DUPLEX RECEPTACLE. C SCALE: 1/2"=1'-0" 5110--1 0A PART #CPS152. r 0 ACTUATOR VALVE T \ 30A V-1096-18 13 PROVIDE ON/OFF SELECTOR SWITCH IN NEMA 4X a 10" 1 15A f I SS ENCLOSURE. p / 1 \71 "C, 3 10, 10 GND 12"X 12"X6" L - - - - - - - - - # # 14 PROVIDE 225A RATED, NEMA 4X SS, 480V, 3�, 3W, 42 CIRCUIT PANELBOARD WITH 2O0A MCB NEMA 4X SS AND DATA PULL BOX � 3/4"C, 2#14, #14 GND PANEL�OSCHEDULE FORRDETAIBREAKERS. SEE HARDSTAND R10 SCALE: NONE HARDSTAND R10 -ELEVATION (BACK SCALE: 1 /2"=1'-O" 5KVA MPZ R10-1 30A 120/240V ONE U NE DIAGRAM CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 - (' UKAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L HARDSTAND R10- DETAIL ,�4 of Was.�j �ACCEPTABILITY HGG 04.07.17 W4700331 A 06.08.18 A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 G �� �� THIS DESIGN AND/OR CHECKED ?' SPECIFICATION IS APPROVED SW 05.05.17 SHEET BOE�,v� ® OVED BY DEPT. I DATE ENGDATINEER 05.05.17 TITLE APPRON R INFRASTRUCTURE E510-13CHECKED E53 35276 w� APPROVED R E N TO N SITE JOB NO. COMP N0. °� ISTER� W4700331 �SSIONAL�1 SII APPROVED ELECTRICAL MASTER SITE RENTON, WA Dwc No. 04-APRON-R-E510-13 51E 0-1A 480V TAP BOX V45B/4 (4)4"C, 3#600, #2/OGND -� PANEL R11 AAD7 01 1 1 ACTUATOR VALVE SHUT OFF 8"X8" WIREWAY 12"X12"X6" NEMA 4X SS DATA PULL BOX �����P==::'uu 100A 100A 60A 60A 30A 30A 200A 200A (5) 120V, 20A RECEPTACLE A (1) 120V, 20A HAZ RECEPTACLE 510-14 NEMA 4X SKYLINE N-4X SS #65747 TAP BOX SKYLINE 3EA ILSCO PDBU-55-600-1 DLE GENERAL NOTES 1. FOR HARDSTAND FRAMING, REFER TO SHEET S500-40 513/4 44CB 3#600, #3/0 GND TI HARDSTAND R1 1 - ENLARGED PLAN VIEW a SCALE: 1/2"=1'-0" E9B,E111,E361 E510-14 480V TAP BOX - DETAIL 2 5 4 SCALE: 1"=1'-O" 51�0�-14 CONSTRUCTION NOTES T PROVIDE AND INSTALL NEMA 4X SKYLINE N-4X G NEMA 4X 100A, NEMA 4X 60A, NEMA 4X 30A, NEMA 4X SS #65747 TAP BOX ONTO HARDSTAND. _ 8x8 WIREWAY DISCONNECT SWITCH DISCONNECT SWITCH DISCONNECT SWITCH FED FROM SUB �" PROVIDE AND INSTALL NEMA 3R, 5KVA MPZ. 10480V TAP V45B, CKT 4 1 BOX 3 3 0, #6 GND ©200A, NEMA 4X # / � PROVIDE 30A, 3-POLE CIRCUIT BREAKER IN ENCLOSED CIRCUIT �� NEMA 4X STAINLESS STEEL ENCLOSURE. BREAKER 200A ARKTITE #AR2042 10 ® PROVIDE 60A, 3-POLE CIRCUIT BREAKER IN 200A 200A I o o I (5)120V, 20A GFI DUPLEX 11 3#3/0, # 1 /0 GND 200A NEMA 4X STAINLESS STEEL ENCLOSURE. CD ENCL ENCL 0 0 0 0 • • see 000 I (TYP) r BRKR BRKR I o o I PROVIDE 100A, 3-POLE CIRCUIT BREAKER IN • • • • • • •• •• 0 o f 200A) NEMA 4X STAINLESS STEEL ENCLOSURE. 2 �^ W` '°" '°" j o I p 120V, 20A RECEPTACLE 12 I �� I 3#1 , #6 GND o 6 PROVIDE 200A, 3-POLE CIRCUIT BREAKER IN 51�0�-14 o� L J PART CPS152 100A I ARKTITE NEMA 4X STAINLESS STEEL ENCLOSURE. 480V TAP BOX p 200A I �� #NR1042�9 ALUMINUM I L; 100A I PROVIDE 30A ARKTITE PLUG, PART #AR342. BACKPLANE 144 N 200A, 480V, 30, 3W I 1 3#4, #8 GND NEMA 4X _ I 0n ® PROVIDE 60A ARKTITE PLUG, PART #AR642. PANELBOARD 60A I ARKTITE �� I #AR642 4/0 BARE I PROVIDE 100A ARKTITE PLUG, PART #AR1042. COPPER WIRE I 60A 1 3#10, #10 GND 10 PROVIDE 200A ARKTITE PLUG, PART #AR2042. GROUND ROD 1 30A I ARKTITE T �� I #AR342 PROVIDE 120V, 20A GFI DUPLEX RECEPTACLE. C HARDSTAND RI 1 ELEVATION (FRONT)A 30A I PROVIDE 120V, 20A HAZ DUPLEX RECEPTACLE. C SCALE: 1/2"=1'-0" It5l0-14 po ACTUATOR VALVE PART #CPS152. r 15A l 30A V-1090-18 13 PROVIDE ON/OFF SELECTOR SWITCH IN NEMA 4X T / I a 10 1 1 SS ENCLOSURE. p L - - _ _ _ _ _ _ J 1 "C, 3#10, # 10 GND 14 PROVIDE 225A RATED, NEMA 4X SS, 480V, 3�, 12"X12"X6" 3W, 42 CIRCUIT PANELBOARD WITH 2O0A MCB NEMA 4X SS 3/4"C, 2#14, #14 GND AND MOLDED CASE CIRCUIT BREAKERS. SEE DATA PULL BOX --\ PANEL SCHEDULE FOR DETAILS. 4/C COF GROUIlu SYM REVISION A I APRON R INFRASTRUCTURE HARDSTAND RI -ELEVATION (BACK SCALE: 1 /2"=1'-O" BY W47003311 CASNE APPROVED DATE SYM CEC 06.08.18 CSklwlu BY I APPROVED I DATE HARDSTAND R1 1 SCALE: NONE Q� BOE/NG C'- c�4�N of waste �rr�� 35276 oIST �� s DNA L��1� � 5KVA MPZ R11-1 30A 120/240V ONE U NE DIAGRAM ACCEPTABILITY HGG THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SW ENGI kBOVED BY DEPT. I DATE DAT 41 L SUBTITLE 05.05.17 05.05.17 TITLE 05.05.17 ELECTRICAL MASTER HARDSTAND R11 -DETAIL APPRON R INFRASTRUCTURE RENTON SITE SITE CCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 161-140 CIVIL PERMIT] W4700331 JI'VIUVL n """ 06.08.18 SHEET /� E510-14 E54 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 04-APRON-R-E510-14 I P-(`p-NIn O O i LU 75 Q CO CD u; 0 z 0 1= 0 ca J 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 REMOVAL Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 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 WA �f x 31271 w� ��ssioNaL 1 1 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE ABANDON UNDERGROUND UTILITY REMOVE UNDERGROUND UTILITY — — — — — — PROJECT LIMITS r — STRUCTURAL TIE ROD PROTECTION AND PAVEMENT L— — — REMOVAL AREA GENERAL NOTES 1. ALL UTILITIES IDENTIFIED TO BE ABANDONED WITH A DIAMETER 8" OR LARGER, SHALL BE FILLED WITH CDF. SEE NOTES ON SHEET G02. 2. REMOVE EXISTING ALL CONCRETE PAVEMENT WITHIN PROJECT LIMITS AS APPLICABLE. PAVEMENT REMOVAL SHALL BE TO NEAREST PANEL JOINT AT BOUNDARIES, SAWCUT AS NECESSARY. SEE SHEET G08 FOR OVERALL EXISTING PAVEMENT THICKNESS PLAN. 3. SEE LANDSCAPE PLANS FOR LIMITS OF INVASIVE SPECIES REMOVAL AND LIMITS OF PLANTING AND IRRIGATION REMOVAL/REPLACEMENT. 4. 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. 5. 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. 6. REFER TO CHANNELIZATION PLANS FOR SIGN REMOVAL AND RELOCATION. SEE STRUCTURAL PLANS FOR PAVEMENT REMOVAL LIMIT AND TIE ROD PROTECTION DETAILS. CONSTRUCTION NOTES REMOVE EXISTING SURFACE MOUNTED WOOD BULLRAIL - 111 LF 18 PROTECT EXISTING TURNSTILE REMOVE AND SALVAGE EXISTING 19 PROTECT EXISTING FENCE WHEELSTOPS. TO REMAIN PROPERTY OF BOEING - 26 EA 20 REMOVE EXISTING BOLLARD - 6 EA REMOVE EXISTING 12' LONG METAL 21 REMOVE EXISTING ASPHALT PAVEMENT PANEL WALL SECTION 4� REMOVE EXISTING HARDSTAND — 2 EA 5� REMOVE EXISTING AIR MANIFOLD REMOVE EXISTING MODULAR CONCRETE BLOCK WALL. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDINATE WITH BOEING FOR STORAGE LOCATION — 109 LF REMOVE EXISTING SURFACE MOUNTED COMM J—BOX — 3 EA REMOVE EXISTING COMMUNICATION STAND REMOVE EXISTING SURFACE MOUNTED UTILITY 10 REMOVE EXISTING ABOVE GROUND SERVICE CABINET 11 REMOVE UNDERGROUND UTILITY 12 REMOVE AND SALVAGE EXISTING TEMPORARY BUILDINGS. TO REMAIN PROPERTY OF BOEING. CONTRACTOR TO COORDIATE WITH BOEING FOR STORAGE LOCATION. — 2 EA 13 ABANDON UNDERGROUND UTILITY 14 REMOVE EXISTING AIR AND WATER UTILITY STAND 15 REMOVE EXISTING ABOVE GRADE POWER JUNCTION BOX 16 REMOVE EXISTING 7' SECURITY FENCE F� AS REQUIRED 17 REMOVE PORTABLE LUMINAIRE W/ CONCRETE BASE. TO REMAIN CIVIL PERMIT 22 REMOVE EXISTING PIV 23 REMOVE EXISTING FIRE HYDRANT — 2 EA 24 REMOVE EXISTING GROUND ROD AND WIRE —2EA 25 REMOVE EXISTING STORM DRAIN MANHOLE — 2 EA 26 PROTECT EXISTING DOCK 27 PROTECT EXISTING STORM 28 PROTECT EXISTING SHEET PILE WALL AND TIEBACKS 29 PROTECT EXISTING MANHOLE. ADJUST STRUCTURE TO GRADE — 2 EA 30 REMOVE EXISTING METAL RAMP 1 EA 31 REMOVE EXISTING 4' BLACK VINYL FENCE 32 REMOVE EXISTING SIGN, SEE GENERAL NOTE 6 33 REMOVE EXISTING CONCRETE PAVEMENT, SEE GENERAL NOTE 2 KEY PLAN SCALE: N.T.S. R-401323 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 + VVI\I\LIVI I\LVIJIVIV JIIVIUVL A Uf11L CIVIL SITE REMOVAL PLAN W4700331 10/01/18 APRON R INFRASTRUCTURE C85R C06 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WADwG NO. 4—APRON—R—C85R CIVIL MASTER I F_ /"\ r- n I r-\ w C-1 ■ I �11K'11 /° OAKE WASH NGTON I(r U lk SUMMER o EL 15.18 (NGVD29)�/f I I WINTER o EL 13.18 (NGVD29) h' ri i Xlz -20 -- /-= � . �=; � � 3'°�•' j ' ` �\ Frl \ \ � -- � i_ -' _�.. =� �� � -- "' - ------ _- - --- -' --` / / .i/ ///` � �/ jai �� � • //�/ -15 3 ,r �' -° \ �t -10 - ✓ /r �� �� \ - _ - i i \\� / /// /�J / Imo; / //j `Cam",'-o �\�o oe +s h C1, - . ip�a ,n4 r .tp�erQ.`J.. /^.r �p p` ° r�-'^•�-`7 •° }��.c� 5� f°2N . °��_ '`?,�• ,1� -~- `' °f / =Sfppg t\t psQ ° >� \ 17 ' \\ \ \ S( ��• p• � ° ° 'Oo ; ° f � Ov^r p opo• � - - o. -cr o. . •O� p y� � ^^•N � 1 ° G� -� � ,/�/ //f � \ \ � II \ ,. � .� °.moo e �,� P .. ° p -�,--�.��_..._. - ; -a.-_-,. /' • � ° ° .� °c� � � '-� -✓/ /��� � \\ ° ' 7 II \ \ ~0 ° p� j"i`p lL��o •p °a co\pi p c et� Q ���.)'�� 4 �l�°�°n }t ,f'` p` �1 I •'aa•Y°0 a ®• ° i..°° Q� ° ��° P�pp,°/`0 •'0 ° I / / / p '-� - ..UUYY" 6 °,i` . � o• d ° n °.s� � °. °°° ° �� ,� �° �?.a• • �„ ���''- - . J 'V_ �; o. �:'� E � EI •E 117 27"C ,��A �• 36C 14 _ ,�"�! • . � ry, �„ .i� �„ � art `•� �' Y,• r° / �/ / • � � o E E � ,\ , I I / \ 1 '\ i`tp° s� o r,"l _-, , '�L � `\ � / � I I J 00 00 p7 E rZ I 00 E) 17.2 7_ 7* r ^ 1 \\ 17.4 8.628 I 118I�) II _ 16.8 00 00 00 17 4 ' 4 4 .0 \ 17. 0 7 17.- \ 18.4 \ \\ \ TYP. 1 r1 2 I �18.� �� Y.2 18.2 v` I I\ I \\ 176 N \ \ N' 2 / N N I\ 1 6 II i I / �18.2� 18.2 / v I \ �18.4 _ 4I I\ / _ _ 17•8� \ r j TY\2 II 17.8' 4-41 � �\�-/ �- `-18.0,\ ----- BUILDING I I I \ ' II 18.0_ 118� 1 18.21 6 \ \ I III / I \ 1> 18. 4 - - \ % 1Ra-- 1Ra-----------1Ra - ----- 186 - -- -- I \ 1a4 / 18.6 I' I _ 6 / 86 18.8- I I 3 18.6 / �'/ I -- /-- � 18.8.8 8- 18.819.0- 76 I •6 \ , / T E \ I6' 16) \ 7& \ 3�, \ \ o J9 1 Q / � 19.0 ® 9.0 I�I 19.0 04 1\c�� - -� - 19.2- 19.2 19.2 19.2 f"�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °8----------------------�------- -- - i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION 4-20 BUILDING BY I APPROVED I DATE Co C r �c AREA 3 �) °(�I co ®N � 17.4 \ 17.2 6 � � 17• - - 17 6 6 - >> 8.6 8 1$ - � 2 1R11 -- 1RQ------- _ 18•8 - .6 =18.6 18.8 \ � P. of WAshJ �f BOE//V" �P �1 x 31271 w� ��ssioNai✓ DISTURBED AND NEWLY CONSTRUCTION DELINEATION CREATED LANDSCAPED AREAS, BOUNDARY SEE LANDSCAPING PLANS w WATTLE / COMPOST SOCK ®N NEW CATCH BASIN INLET PROTECTION CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE STRIP E ®EXISTING CATCH BASIN INLET PROTECTION 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. SEE SHEET G02 FOR EROSION CONTROL NOTES. 6. EROSION AND SEDIMENTATION CONTROL FOR IN -WATER WORK SHALL BE AS DESCRIBED IN APPROVED PERMIT DOCUMENTS. 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. 7. 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. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. 8. PROVIDE CONSTRUCTION FENCING AROUND WORK AREA. PROVIDE AIRPLANE ACCESS TO THE NORTH BRIDGE AT ALL TIMES. 9. PROVIDE CONSTRUCTION FENCING AROUND TREES TO BE PROTECTED. SEE LANDSCAPING PLANS FOR TREE LOCATIONS. 10. 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. 11. CONTRACTOR SHALL DETERMINE IF INTERCEPTOR SWALES AND SUMPS ARE REQUIRED TO ACCOMMODATE FIELD CONDITIONS. SEE SHEET C153 DETAIL 3 AND 4. 12. 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 TO INSPECTION. SEE GENERAL NOTES ON SHEET G2. 13. EROSIONAL 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. 14. SEE LANDSCAPE PLANS FOR PERMANENT PLANTING DESIGN AND PROTECTION MEASURES WITHIN INVASIVE SPECIES REMOVAL AREA, UTILITY REMOVAL AREA, AND RIPARIAN PLANTING ZONES. CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES 2� PROVIDE INLET PROTECTION AT NEW SLOT DRAINS 3� PROVIDE WHEEL WASH R� PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES 5� PROTECT VEGETATION WITHIN AND ADJACENT TO PROJECT LIMITS DRAINAGE STRUCTURES WITH SOLID LIDS 7 PROVIDE WATTLE OR COMPOST SOCK 8 PROVIDE SUMP PUMP AS REQUIRED KEY PLAN 20 0 20 40 ZCIVIL PERM T, scale feet DRAWN DATE SUBTITLE ACCEPTABILITY CHHECKED 06 08 18 THIS DESIGN AND/OR TEMPORARY EROSION CONTROL PLAN -AREA 1 SPECIFICATION IS APPROVED SPT 06 08 18ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE JDM 06 08 18 CHECKED SCALE: N.T.S. R-401324 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 Ul W4700331 J `' A ""' ` 10/01 / 18 C150 C07 APPROVED R E N TO N SITE JOB NO. APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 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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. SEE SHEET G02 FOR EROSION CONTROL NOTES. 6. EROSION AND SEDIMENTATION CONTROL FOR IN -WATER WORK SHALL BE AS DESCRIBED IN APPROVED PERMIT DOCUMENTS. 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. 7. 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. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. 8. PROVIDE CONSTRUCTION FENCING AROUND WORK AREA. PROVIDE AIRPLANE ACCESS TO THE NORTH BRIDGE AT ALL TIMES. 9. PROVIDE CONSTRUCTION FENCING AROUND TREES TO BE PROTECTED. SEE LANDSCAPING PLANS FOR TREE LOCATIONS. 10. 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. 11. CONTRACTOR SHALL DETERMINE IF INTERCEPTOR SWALES AND SUMPS ARE REQUIRED TO ACCOMMODATE FIELD CONDITIONS. SEE SHEET C153 DETAIL 3 AND 4. 12. 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 TO INSPECTION. SEE GENERAL NOTES ON SHEET G2. 13. EROSIONAL 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. 14. SEE LANDSCAPE PLANS FOR PERMANENT PLANTING DESIGN AND PROTECTION MEASURES WITHIN INVASIVE SPECIES REMOVAL AREA, UTILITY REMOVAL AREA, AND RIPARIAN PLANTING ZONES. CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES 2� PROVIDE INLET PROTECTION AT NEW SLOT DRAINS 3� PROVIDE WHEEL WASH 4� PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES 5� PROTECT VEGETATION WITHIN AND ADJACENT TO PROJECT LIMITS DRAINAGE STRUCTURES WITH SOLID LIDS :� PROVIDE WATTLE OR COMPOST SOCK KEY PLAN SCALE: N.T.S. R-401325 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 Ul ACCEPTABILITY CHHECKED 06 08 18 TEMPORARY EROSION CONTROL PLAN - AREA 3 THIS DESIGN ANDSPT 06 08 18 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE JDM 06 08 18 CHECKED APPROVED RENTON SITE JOB NO. APPROVED CIVIL MASTER SITE RENTON, WA DWG N0. W4700331 J `' A ""' ` 10/01 / 18 C 151 C08 W4700331 7 COMP N0. 4-APRON-R-Cl51 19.0 I C(`CNIn i O LU 75 CID CO CD u; 0 z 0 1= 0 ca J SH I N ON �r SUMMER EL 15.18 (NGVD29) r �/ ��\ I�` �� r� ` \ / WINTER o EL 13.18 (NGVD29) _ _� �_������ ( �� l�`\\�/��✓J ° '�•� r f ^'' Ply r1rX tip. . J 6/ ;,'` ,r ,_-___ _r_._ �' '^� •�-, "�f/Jf �5 19.0� 18.8 1 1\ \� 9 16.2/�8�� \ � \ \ �ylL\\ `III�OI O /� �� �-�J• 18.2 - - 1 �6'k 18� 18. 4 - N \ N 16.6� \ \ 16.8 9 \� 7 17.6 18.2 18.6 AREA 2 17.4� 18.4 / 18.0�2 18.4 -�/ 18.0 - - L -17 Bn' k� / CC- C O i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 REVISION BY I APPROVED I DATE P. of WAsh� �f ® D BOE//V� � x 31271 w� ��ssioNaL I \\ o \\ 3CIV 0) w \\ ' 4-83 \\ BUILDING \� \ E ►°_ 20 0 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JDM ►, DISTURBED AND NEWLY CONSTRUCTION DELINEATION CREATED LANDSCAPED AREAS, BOUNDARY SEE LANDSCAPING PLANS w WATTLE / COMPOST SOCK ®N NEW CATCH BASIN INLET PROTECTION CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE STRIP E ®EXISTING CATCH BASIN INLET PROTECTION 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. SEE SHEET G02 FOR EROSION CONTROL NOTES. 6. EROSION AND SEDIMENTATION CONTROL FOR IN -WATER WORK SHALL BE AS DESCRIBED IN APPROVED PERMIT DOCUMENTS. 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. 7. 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. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. 8. PROVIDE CONSTRUCTION FENCING AROUND WORK AREA. PROVIDE AIRPLANE ACCESS TO THE NORTH BRIDGE AT ALL TIMES. 9. PROVIDE CONSTRUCTION FENCING AROUND TREES TO BE PROTECTED. SEE LANDSCAPING PLANS FOR TREE LOCATIONS. 10. 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. 11. CONTRACTOR SHALL DETERMINE IF INTERCEPTOR SWALES AND SUMPS ARE REQUIRED TO ACCOMMODATE FIELD CONDITIONS. SEE SHEET C153 DETAIL 3 AND 4. 12. 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 TO INSPECTION. SEE GENERAL NOTES ON SHEET G2. 13. EROSIONAL 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. 14. SEE LANDSCAPE PLANS FOR PERMANENT PLANTING DESIGN AND PROTECTION MEASURES WITHIN INVASIVE SPECIES REMOVAL AREA, UTILITY REMOVAL AREA, AND RIPARIAN PLANTING ZONES. CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES PROVIDE INLET PROTECTION AT NEW SLOT DRAINS :� PROVIDE WHEEL WASH B� PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES 5� PROTECT VEGETATION WITHIN AND ADJACENT TO PROJECT LIMITS DRAINAGE STRUCTURES WITH SOLID LIDS 7� PROVIDE WATTLE OR COMPOST SOCK CIVIL PERMIT )AIL SUBTITLE 06/08/18 TEMPORARY EROSION CONTROL PLAN - AREA 2 06/08/18 06/08/18 TITLE APRON R INFRASTRUCTURE KEY PLAN SCALE: N.T.S. R-401326 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/201801 rstraka 12/20/2018 Ul RENTON SITE JOB NO. CIVIL MASTER SITE RENTON, WA DWG NO. W4700331 J' `' A ""' ` 10/01 / 18 C152 C09. COMP N0. W4700331 4-APRON-R-C152 75 Q co CD 16 > 0 z E 0 c 0 a) c� N J CB INSERT, SEE NOTE 1 ADAPTER SKIRT — CB DRAINAGE GRATE (RECTANGLE GRATE SHOWN) GRI SEDIME DEBRIS FIL SEDIMENT ACCUMULATION nn A IAI Anr nn Arr 1�0 RETRIEVAL STRAP SYSTEM, TYP GEOTEXTILE FABRIC OVERFLOW (TO BYPASS PEAK FLOWS) BELOW INLET GRATE DEVICE r�rnTlnn I 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 LIFTING 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. SYM REVISION APRON R INFRASTRUCTURE INLET PROTECTION C150 SCALE: NTS C151 C152 BY W47003311 ABAM APPROVED DATE SPT 06/08/18 SYM 3YPASS a F�p10 �11J1 �l�l 7D�� SOCK ENDS SHALL BE WIRED TIED (TYP) ALTERNATE INLET PROTECTION NOTES: 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 POLYETHELENE OR POLYPROPYLENE MATERIAL SHALL BE UV RESISTANT AND ORANGE IN COLOR) 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. 24" CPEP PIPE- 4" PERFORATED PVC CONNECTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, PER WSDOT STANDARD SPEC. 9-33.2(1), TABLE 1 AND TABLE 2, MODERATE SURVIVABILITY 160 LB MIN. CLASS A. PROVIDE AT SIDES & BOTTOM WITH 6" OVERLAY AT SEAM. REVISION ALTERNATE INLET PROTECTION C150 SCALE: NTS C151 C152 TRAFFIC PLATE ,1 as a43 o�D Do o�D Do Do Do� 4' SUMP FOR TEMPORARY INTERCEPTOR SWAEE SYSTEM PUMP JU/1LL. IN I J BY I APPROVED I DATE P. of WAsh� �f ® D BOE//V� � x PO k 31271 w� ��ssioNa� L 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.C. COMPOST SOCK ° o o a a° p o 0 D D p D 2 0 SLOTTED DRAIN PER PLAN 2' GRAVEL BACKFILL FOR DRAINS, WSDOT STD SPEC. 9-03.12(4). 4" PERFORATED PVC UNDERDRAIN PIPE, WSDOT STD SPEC. 9-05.2(6) — GEOTEXTILE FOR UNDERGROUND DRAINAGE, PER WSDOT STANDARD SPEC. 9-33.2(1), TABLE 1 AND TABLE 2, MODERATE SURVIVABILITY 160 LB MIN. CLASS A. PROVIDE AT SIDES & BOTTOM WITH 6" OVERLAY AT SEAM. 0.25' N TEMPORARY INTERCEPTOR SWAGE JUMLL. IN I J NOTE: 1. IN LOCATIONS WHERE SLOT DRAINS ARE LOCATED WITHIN DRIVE AISLES AN ERTEC SLOT GUARD GUARD SHALL BE USED. THE SLOT GUARD SHALL BE INSTALLED AND MAINTAINED PER THE MANUFACTURERS RECOMMENDATIONS. � a a �o o 0 � � a °o o a ° o 0 TYPICAL SLOTTED DRAIN PROTECTION C150 SCALE: NTS C151 C152 i BergerAB" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 CIVIL PERMIT (206) 431-2300 Fax:(206) 431-2250 11 MATIM 11191-A R-401327 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING , SURFACE WATER UTILITY afowler 12/20/2018 ur raka 12/20/2018 ACCEPTABILITY CHHECKED 06 08 18 TEMPORARY EROSION CONTROL DETAILS THIS DESIGN AND/OR SPT 06 08 18 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE APPROVED BY DEPT. DATE JDM 06 08 18 CHECKED APPROVED RENTON SITE JOB N0. APPROVED CIVIL MASTER SITE RENTON, WA Dwc No. W4700331 — 06/08/18 C153 ci 0 COMP N0. W4700331 4—APRON—R—C153 MATCHLINE, SEE SHEET C81 O i LU 75 CID CO CD u; 0 z 0 1= 0 ca J I AVF_ \AioculNlr,TnNi SUMMER o EL 15.18 (NGVD29) WINTER o EL 13.18 (NGVD29) 'U U l O O C 000�� ='OOOOJ 000000� IX00000000 ;000OOJ00[ ;'00000)000 0 0 0 0 0( 0 0 0� 1b000000000 0 2 �; 81 5692.36 ' 0 0 0 1 E: 1299207.02 0 E: 1299174.96 / I I I OIEISTEAM IN 2 CONC PIPE O/S A N: 185594.09 `1 0 00 0 0 0 0000�00 00000OO ,6OOOJ00000 ,JO0co00000 00r00jN 0 _600�000 ,,-<) 0 0, 0 0 0 OOC�00000 OOOJ�00000 2 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 B PERIMETER SECURITY FENCE W4700331 BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 ABAM SPT 12/14/18 REVISION BY I APPROVED I DATE P. of WAsh� �f ""A//V" x 31271 w� ��ssioNaL 1 1 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE 1JDM )AI L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE Ibla-mla-MMIN HABITAT FILL SLOPE RIPARIAN PLANTING ZONE GENERAL NOTES 1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION. 2. 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. 3. 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. 4. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. INSTALL BOLLARD PROTECTION AT ABOVE GRADE (2:) 4-20 UTILITIES PER TYPICAL SPACING LAYOUTS. SEE DETAIL S50�-17 BUILDING EL> IN -WATER FILL HORIZONTAL CONTROL. SEE LINE AND CURVE TABLE ON SHEET C81. SEE TYPICAL FILL DETAIL ON SHEET C500-2S DETAIL 3. CONSTRUCTION NOTES RELOCATED DISASTER SUPPLIES STORAGE CONEX 2� BACK OF CURB 3� ELECTRICAL HARDSTAND 4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT :� SAFE DRAIN VAULT FIRE HYDRANT STORM DRAINAGE VAULT CIVIL PERMIT CIVIL SITE PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401328 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/201801 rstraka 12/20/2018 W4700331 J' ""' D " ' ` 12/ 14/ 18 C80 C11 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—C80 CIVIL MASTER SITE I I I 1 I 1 I I PROPERTY LINE I I I LINE TABLE LINE # LENGTH DIRECTION L1 12.34 S77° 27' 09.50"E L2 24.81 S59° 27' 43.89"E L3 24.61 S46° 54' 10.34"E L4 14.46 S58° 08' 20.23"E L5 22.39 S31 ° 18' 46.85"E L6 10.90 S79° 01' 13.96"E L7 41.62 N76° 15' 46.11 "E L8 29.56 N62° 27' 29.20"E L9 40.69 N75° 14' 33.25"E L10 58.63 N79° 08' 23.16" E L11 29.17 N75° 22' 05.05"E L12 27.25 N66° 08' 54.45"E L13 58.89 N75° 33' 14.31 "E L14 7.84 S67° 58' 21.57"E L15 3.76 S14° 31' 07.52"E L16 27.09 N68° 44' 59.32"E L17 14.73 N76° 31' 21.43"E CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 22.38 37.40 34.28 S88. 48' 20"E 22.05 C2 29.74 88.84 19.18 1 S65° 25' 42"E 29.60 C3 43.72 101.91 24.58 S59° 36' 36"E 43.39 C4 17.88 28.28 36.23 N43° 29' 37"E 17.59 LAKE WASH NGTON SUMMER o EL 15.18 (NGVD29) WINTER o EL 13.18 (NGVD29) J a U cn cn LiJ w o Cn co C/i Cn LiJ U U Q LLJ CD of a (R12) 13 ;0000on �OOODUU^ ;000OOOOC� �00000001 '�.0000000 J 0 0 1 ( 0 MATCHLINE, SEE SHEET C82 + - ;-- - -- 8 3 (R10)� C50��B BEGIN 4 N: 185699.50 E: 1299763.01 C) END 5 N: 185699.50 E: 1299763.01 ------- ----- I i I I I II I I III I L-------- -J 7 6` C500-51 'j0 - O O O O 0 %V 0 0 0 0 0 0 I O i BEGIN N: 185671.97 5 (D O O O O 4 O E: 1299656.51 ' �00 00 L15 2 ' 0 0 0 0 0 0+ 'END 4 �r 0 0 0 0 0 0 U + 85671.97 'E: 1299656.51 000000003 4 i� 0 0 0 C) 0 0 0 + + N: 185652.88 E: 1299624.42 e4�D 0 0 0 0 0 0 0 • I �� ;00aC)000 I� • I ��OOO000(:D 10 , 1 -� j000C)000 0000 N: 185649.83 )).000 + i� 0 0 C) 0 0 0 � 2 E: 1299612.61 �`,� 0 0 0 0-4 00 00 5 a 10 + I C500-5B ;00010a0 N ' ;0 0 0 O 0 J� ' 0 0 LO 0 0 ;000100 00(000 - )001 0 0 C? J + 11 1100(00 O T -I '100�000 4 0(0000 �+ (R13) 3 i) 0 0 = - �O O � � O CD - f00 000 ►n 00 J 4 C500-5B 00 17 �0`�000 - ;0000(D00 - � 0 0) 0 0 0 2 (0000 00) 2 `ho 1100(0000 -1- 0 0) 0 0 0 Tal oa 100(0000 \ II) 0 0 j 0 0 0 + + N: 185615.89 ' E: 1299467.14 0 0 ( 0 0 0 00 + �O + f N: 185614.6 � 0 0 O O 6 1 O O CO O O O E: 1299462.29 /� ®®, o�O \ -- -- -- -- -- --0 --0 0 0- -- MATCHLINE, SEE SHEET C80 0 787-000 ,-10 estimated... nose position 8 WINGTIP CLEARANCE ;F / ®®O J -10 esti maLaA nose po iti n � 8 197.8' QD - - - - - - - - - - T I W I W - Y a I N I = I s e O • to I� I C500-5B a 70.67' I +88' (TYP) J _ 24' DRIVE AISLE 70' (TYP) I I I ±76' 200' SHORELINE SETBACK PER CITY OF RENTON pr a y 6 ! I Y I N s a I I -TOWPATH I 70' (TYP) I �' I ±88' (TYP) 3' 00-5 4-20 BUILDING LEGEND 6_� O HABITAT FILL SLOPE + + + + RIPARIAN PLANTING ZONE GENERAL NOTES 1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION. 2. 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. 3. 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. 4. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. 5. REFER TO STRUCTURAL PLANS FOR BARGE SLIP DESIGN. INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES PER TYPICAL SPACING LAYOUTS. S50�-17 2� IN -WATER FILL HORIZONTAL CONTROL. SEE LINE AND CURVE TABLE. SEE TYPICAL FILL DETAIL ON SHEET C500-2S DETAIL 3. CONSTRUCTION NOTES RELOCATED SHED ACTUATED STORMWATER VALVE 3� ELECTRICAL HARDSTAND 4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT FIRE HYDRANT POST INDICATOR SECTION VALVE P� STORM DRAINAGE VAULT 8� SAFE DRAIN VAULT KEY PLAN SCALE: N.T.S. R-401329 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i Ber erABAM DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY CALL 48 HOURS "� 20 0 20 40 atowler 12/20/2018 rstraka 12/20/2018 � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 CIVIL PERMIT Federal Way, Washington 98003-2600 scale feet 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY JDM 06 08 18 CIVIL SITE PLAN 08 18 W4700331 B 12/14/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06 ��N P. T THIS DESIGN AND/OR CHECKED / / of WA3A, �i' SPT 06 08 18 SHEET � �� � G SPECIFICATION IS APPROVED ® � ENGINEER TITLE APRON R INFRASTRUCTURE C81 C12 B CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 APPROVED BY DEPT. DATE JLC 06 08 18 B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 �� CHECKED 3�z�, w RENTON SITE JOB NO. COMP NO. � FC31271 APPROVED SS�oNAL W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-C81 - - - I - - - r I I I - - - - - + - - + - - - - - - -I - I I I I I I I I I I I I I I I I I I I I 7 I I I 6 _ J E I _ _ I ° C N: 185935.67 5 _ J E: 1300020.20 N: 185925.52 E: 1300005.02 1 N: 1859Z 28 1 E: 00000.17 F_ /�. I � I• 2 N: 185926.35 E: 1299982.34 GW185S �I 1R5RQ1 QR E: 1300065.39 -ll 24' DRIVE AISLE 4" MATCHLINE, SEE SHEET C83 1 5 57 SEE MITIGATION HANGAR FOR CONTINUATION `0 N: 185796.48 YJ -Q________ _________ E: 1300125.25 ------------- � ��-------- ---- ------ Z5 i W 0 8 01 i N �I I (D i I 0 A I I 20' (TyP) z o' 1 ` U \ - cV l-J \ 8 )1C 12"C - 1 „C \ O 18 "VC 18 "VC 4„VC -44 . ,/ 8C 4VC � WINGTIP CLEARANCE � GW191D 2 12" N: 185593.00 200' SHORELINE SETBACK \ E: 1300051.00 PER CITY OF RENTON GW246S GW192S \ 2 N: 185689.51 Q 2 N: 185592.00 E: 1299989.11 E: 1300046.00 \ dogs GW190S 2 G 185619.53 E: 1300005.95 GW197S 2 N• 185832 82 E: 1299962.081 2"C I C500-5B \ \ GW245S 2 \ I N: 185789.33 G� E: 1299921.76 'S% \ GW195S N: 185748.42 2 E: 1299902.75 � GW196D \ N: 185747.20 2 _E:_1 O � � � 9 C500-5E ROPERTY LINE 1 LAKE WASH NGTON SUMMER EL 15.18 (NGVD29) WINTER o EL 13.18 (NGVD29) MHO 2 N: 185722.51 E: 1299850.19 BEGIN 3 6 N: 185713.30 = E: 1299816.50 3 N. 185725.65 E: 1299813.25 `END 4 N: 185713.30 -' + �O E:1299816.50D + o �00 C4U sooC�joo N• 185705 31 E: 1299868.17 \ WINGTIP CLEARANCE 11' \ 5 \ N: 185702.27 E: 1299856.37 0 \ BEGIN 7 N: 185717.1 6 E: 1299831.02 + END 6 _ N: 185717.16 -- _-_ E: 1299831.02 3 Ter-®®0 8 -10 estimated nose pol 0n C500-513 ------ -- - �" -� I • ICD8 MATCHLINE, SEE SHEET C81 24' DRIVE AISLE N: 185506.46 E: 1300200.75 M-11411- 12" / 11114 )7 ffNO / - - T �Cl� 7PA; TONG CD G 7_ Q / z z CD ► Qo CD U O ► LLJ LL_ LLJ Cn ► CID► ° CONC PAD oR/�F ��SIF N I ' �BND N: 185477.04 CID S E: 1300087.60 g "p N: 185474.37 2 Cl 12"CI /t E: 1300088.29 " I N: 185471.39 N: 185477.14 \ 1300076.87 E: 1300075.35 �� TOWPATH WINGTIP CLEARANCE W W \ o \ d \ a I I ±88' (TYP) ±76' C.lIM 4-20 BUILDING LEGEND O O HABITAT FILL SLOPE + + + + RIPARIAN PLANTING ZONE GENERAL NOTES 1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION. 2. 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. 3. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES PER TYPICAL SPACING LAYOUTS. SEE DETAIL S50��7 INSTALL GROUND WATER MONITOR WELL. SEE DETAIL C50�-5E 3> IN -WATER FILL HORIZONTAL CONTROL. SEE LINE AND CURVE TABLE ON SHEET C81. SEE TYPICAL FILL DETAIL ON SHEET C500-2S DETAIL 3. CONSTRUCTION NOTES FIRE HYDRANT BACK OF CURB HARDSTAND 4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT 5� RELOCATED SHED FIRE SYSTEM PRESSURE RELIEF VALVE 7� ACTUATED STORMWATER VALVE SAFE DRAIN VAULT STORM DRAINAGE VAULT KEY PLAN SCALE: N.T.S. R-401330 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i Ber erABAM DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY:01 CALL 48 HOURS "� 20 0 20 40 atowler 12/20/2018 rstraka 12/20/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 C) CIVIL PERMIT Federal Way, Washington 98003-2600 scale feet 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY JDM 06 08 18 CIVIL SITE PLAN W4700331 B 12/14/18 - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06 08 18 ��N P. T THIS DESIGN AND/OR CHECKED / / of WA3A, �i' SPT 06 08 18 SHEET SPECIFICATION IS APPROVED ® �P ENGINEER TITLE APRON R INFRASTRUCTURE C82 C13- STf A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 APPROVED BY DEPT. DATE JLC 06 08 18 B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 CHECKED 31271 w AL APPROVED W4700331 RENTON SITE JOB NO. COMP NO. ss�oNAL APPROVED APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-C82 LAKE WASH NGTON SUMMER o EL 15.18 (NGVD29) WINTER EL 13.18 (NGVD29) N: 186006.67 E: 1300291.2E ----------------------I-- I 33 "C I IL---— ---------------------T— I I I 3s o I I I� I I I I o_ I I ---- � s I _ \ \ 7 - \ I I \ I I 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM A CITY OF RENTON COMMENTS W4700331 ABAM B PERIMETER SECURITY FENCE W47003311 ABAM APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 12/14/18 REVISION MATCHLINE, SEE SHEET C84 I N: 185988.62 E: 1300470.87 N: 185959.51 E: 1300478.43 \ I \ I CI N: 185944.39 \ i E: 1300420.22 N: 185915.30 E: 1300427.85 O I vx WINGTIP CLEARANCE 1 \1 \ Iz G o X x — lo I� Q 0 0 IC 0 0 0 0 I= " Iz to I� c� I� I� w U' I I I I o N: 185850.84 E: 1300226.14 MATCHLINE, SEE SHEET C82 BY I APPROVED I DATE N: 185862.37 E: 1300223.15 Irr' I� z z o I= Q Iz � z �C z O I� o Iw N: 185836.67 E: 1300171.61 ' -r - I— WINGTIP CLEARANCE II I UJU I J.UU E: 1300140.62 A' 4-81 BUILDING )\VMAIVM NVI&S303d L / V J J Y U O —J m 811C LLJ o n N: 185824.93 o o o o E: 1300174.66 R5 II �HARDSTAND O O (0 P. of WA �f ""AOL//V" x 31271 w� ��ssioNaL 8' C ' 20 0 20 40 C scale feet DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE JLC 06/08/18 CIVIL MASTER 12"C O v Slddd 03d3A00 121) -.011111111 GENERAL NOTES 1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION. 2. 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. 3. 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. 4. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES PER TYPICAL SPACING LAYOUTS. SEE DETAIL S50��7 CONSTRUCTION NOTES 1� ACTUATED STORMWATER VALVE 2� BACK OF CURB 3� HARDSTAND 4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT 5� STORM DRAINAGE VAULT FIRE HYDRANT 7� POST INDICATOR SECTION VALVE CIVIL PERMIT CIVIL SITE PLAN APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401331 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/201801 rstraka 12/20/2018 Ul W4700331 J' `' /� D 12/ 14/ 18 SHEET C83 C14- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—C83 MATCHLINE, SEE SHEET C85 GENERAL NOTES i O i LU 75 Q 00 00 N u; 0 z 0 1= 0 ca J �O O 3 O 3 O 3 J OJ s i J f— W W N 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 MATCHLINE, SEE SHEET C83 P. of WAsh� �f x 31271 w� ��ssioNaL scale feet %//i ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE 1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION. 2. 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. 3. 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. 4. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES PER TYPICAL SPACING LAYOUTS. SEE DETAIL S500-17 CONSTRUCTION NOTES FIRE HYDRANT BACK OF CURB :� ACTUATED STORMWATER VALVE R� STORM DRAINAGE VAULT RELOCATED DISASTER SUPPLIES STORAGE CONEX POST INDICATOR SECTION VALVE CIVIL PERMIT, CIVIL SITE PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401332 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 + NTEIV,L1I1XXS1 SURFACE WATER UTILITY rstraka 12/20/2018 A 12/14/18 C15. W4700331 COMP N0. RENTON, WA DWG N0. 4—APRON—R—C84 JOB NO. CIVIL MASTER SITE Cy') O i LU 75 Q 00 00 N u; 0 z 0 1= 0 ca J N: 186549.44 E: 1300909.24 N: 186539.60 E: 1300880.76 i i i i LAKE WASH N GTO N SUMMER o EL 15.18 (NGVD29) WINTER EL 13.18 (NGVD29) N: 186536.25 E: 1300939.42 E: 1300931.10 I \ I I I I I I I I I I I I I I I I + - 3 i 00# 000 ♦ ♦ N: 186425.75 E: 1301065.84 m EXISTING TURNSTILES MATCHLINE, i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 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 B DNR COMMENTS W4700331 ABAM SPT 10/22/18 C PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 SHEET C84 P. of WAsh� �f ""A//V" x 31271 w� ��ssioNaL E: 1301112.74 NO 426-,, �'' GENERAL NOTES E: 1301145.32 N: 186254.44 E: 1301145.92 N: 186252.68 E: 1301139.94 N: 186264.69 E: 1301136.88 N: 186241.20 E: 1301046.43 0 4-82 BUILDING 1 1 20 40 ��' scale feet //�� ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE 1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION. 2. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH J 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. 3. 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 4-83 PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. BUILDING 4. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN DETAILS. INSTALL BOLLARD PROTECTION AT ABOVE GRADE Ln UTILITIES PER TYPICAL SPACING LAYOUTS. SEE DETAIL S50�-17 C> 4' BLACK VINYL FENCE. SEE DETAIL C500-5C 3> 7' SECURITY FENCE. SEE DETAIL C500-5C CONSTRUCTION NOTES 1� SAFE DRAIN VAULT D� BACK OF CURB 3� HARDSTAND 4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT. 5� RELOCATED CREW SHELTER - RELOCATED STORAGE SHED YO"W FIRE ' 0 REINSTALL CONCRETE BLOCK BARRIER. PROVIDE 2" MIN GAPS TO ALLOW FOR DRAINAGE BETWEEN BLOCKS 8� RECTIFIER LOCATION. SEE CATHODIC PROTECTION PLANS / FIRE HYDRANT CIVIL PERMIT CIVIL SITE PLAN r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401333 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 W4700331 12/14/18 C85 C16 JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—C85 CIVIL MASTER SITE 75 Q 00 00 N L 0 z E 0 1= 0 c� N J GENERAL NOTES 1. THE PROPOSED SEQUENCE OF CONSTRUCTION SHOWN ON THE CONSTRUCTION PHASING PLANS AND DETAILS REPRESENTS ONE POSSIBLE SCHEME FOR PLANNING PURPOSES. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION METHODS AND SEQUENCE TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. 2. A MINIMUM OF FIVE FULLY OPERATIONAL AND ACCESSIBLE AIRCRAFT STAGING STALLS SHALL BE MAINTAINED WITHIN THE PROJECT LIMITS AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 20-FOOT CLEAR -ZONE FROM AIRCRAFT IN STAGING AREAS. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES ADJACENT TO STAGING AREAS WITH BOEING REPRESENTATIVE. 3. HEIGHT RESTRICTED WORK ZONE MUST BE CLEARED OF ANY OBSTRUCTION ABOVE 7-FEET IN HEIGHT WITHIN WINGTIP CLEARANCE LIMITS AND ANY OBSTRUCTION ABOVE 6-INCHES IN HEIGHT WITHIN ENGINE CLEARANCE ZONE FOR PLANE MOVEMENTS. PLANE MOVEMENTS OCCUR A MINIMUM OF 2-TIMES DAILY. CONTRACTOR SHALL COORDINATE PLANE MOVEMENT TIMING AND ROUTE WITH BOEING REPRESENTATIVE DAILY. 4. CONTRACTOR SHALL PROVIDE A 25-FOOT MINIMUM WIDTH DRIVABLE SURFACE ALONG TEMPORARY TOWPATH. DRIVABLE SURFACE SHALL BE WIDENED AS NEEDED TO ACCOMMODATE PLANE AND TOW VEHICLE MOVEMENTS ALONG TOWPATH ROUTE. CONTRACTOR SHALL COORDINATE ALIGNMENT AND WIDTH OF TOWPATH PRIOR TO BEGINNING ANY NEW PHASE OF CONSTRUCTION. 5. DRIVABLE SURFACES SHALL CONSIST OF EXISTING CONCRETE PAVEMENT, TEMPORARY ASPHALT PAVEMENT, OR FINISHED CONCRETE PAVEMENT. CHANGES IN LEVEL AT INTERFACE BETWEEN EXISTING, TEMPORARY, AND NEW PAVEMENT SHALL BE SMOOTH WITH A DIFFERENCE IN ELEVATION OF LESS THAN 1/2-INCH. CHANGES IN CROSS SLOPE AT TEMPORARY PAVEMENT TRANSITIONS SHALL NOT EXCEED 3-PERCENT AND CHANGES IN LONGITUDINAL SLOPE AT TEMPORARY PAVEMENT TRANSITIONS SHALL NOT EXCEED 3-PERCENT. 6. TOWPATH CENTERLINE AND EXTENTS SHALL BE CLEARLY DELINEATED WITH PAINT AND REFRESHED AS NEEDED. TRANSIT ROUTES SHALL BE CLEARLY DEFINED WITH TEMPORARY TRAFFIC CONTROL MARKERS AND SIGNS FOLLOWING MUTCD GUIDELINES. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN PRIOR TO EACH PHASE OF CONSTRUCTION. 7. TRANSIT ROUTES FOR DELIVERIES AND PARTS MOVEMENT MUST BE MAINTAINED THROUGH CONTRACTOR OCCUPIED WORK ZONES. TRANSIT ROUTE MUST HAVE A 25-FOOT MINIMUM WIDTH DRIVABLE SURFACE AND WILL GENERALLY FOLLOW THE TEMPORARY TOWPATH. ADDITIONAL WIDTH MY BE REQUIRED TO ACCOMMODATED VEHICLE TURNING MOVEMENTS. RELOCATION AND TEMPORARY CLOSURES OF TRANSIT ROUTES SHALL BE COORDINATED WITH BOEING REPRESENTATIVE DAILY. 8. CONSTRUCTION HAUL ROUTES SHALL BE COORDINATED WITH BOEING REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION. 9. ALL NEWLY INSTALLED UTILITIES EXPOSED TO VEHICLE TRAFFIC MUST BE INSTALLED PER PIPE BEDDING AND BACKFILL DETAILS AS SHOWN IN THE PLANS. IF SUFFICIENT COVER CANNOT BE ACHIEVED PRIOR TO OPENING THE AREA TO TRAFFIC, CONTRACTOR SHALL PROVIDE STEEL PLATE OR OTHER MEANS OF PROTECTION APPROVED BY THE ENGINEER FOR THE ANTICIPATING TRAFFIC LOADING. CONTRACTOR SHALL HAVE STEEL PLATE OR OTHER APPROVED MEANS OF UTILITY PROTECTION ON HAND PRIOR TO OPENING UTILITY TRENCHES WITHIN THE DRIVABLE SURFACES OF TOW PATH OR TRANSIT ROUTES. CONCRETE COLLARS MUST BE CONSTRUCTED AT PVC DRAIN BASINS PRIOR TO EXPOSURE TO TRAFFIC OR CONSTRUCTION LOADING. 10. SEE SHEETS C150-C152 FOR PROJECT AREA DESIGNATIONS. CONCEPTUAL CONSTRUCTION PHASING NARRATIVE VASE 1 (AREA 1) 1. RE-ROUTE ABOVE WATER AND DATA UTILITIES AT AIRCRAFT STAGING STALLS R10-R14 TO BE SUPPLIED FROM BUILDING 4-20 IN ORDER TO FACILITATE ABOVE GROUND UTILITY REMOVAL AT CENTRAL APRON (SEE PHASE 3). A MINIMUM OF THREE AIRCRAFT STAGING STALLS ALONG BULKHEAD SHALL BE MADE FULLY FUNCTIONAL BEFORE BEGINNING PHASE 2. 2. BEGIN CONSTRUCTION OF PERMANENT STORMWATER. PROTECT EXISTING STORMWATER CONVEYANCE TO EXISTING OUTFALL 014 UNTIL STORMWATER BYPASS IS COMPLETE (SEE PHASE 5). 3. REMOVE EXISTING 12"0 COTTONWOOD TREE PRIOR TO TOWPATH RELOCATION (SEE PHASE 2). PHASE 2 (AREA 3 ) 1. BEGIN MITIGATION HANGAR CONSTRUCTION JANUARY 2019. SEE MITIGATION HANGAR PLANS FOR REQUIRED STORMWATER, UTILITY, AND PRELOAD ACTIVITIES TO OCCUR UNDER SEPARATE PERMIT. 2. REMOVE EXISTING PAVEMENT SOUTH OF TOWPATH AND AS REQUIRED TO CONSTRUCT UTILITY IMPROVEMENTS, INSTALL STORM SEWER SYSTEMS AND UTILITIES, AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 3. CONSTRUCT SUB -GRADE IMPROVEMENTS AS REQUIRED TO INSTALL PROPOSED STORMWATER AND UTILITY IMPROVEMENTS. 4. CONSTRUCT PERMANENT STORMWATER BYPASS FOR OUTFALL 004A. • EX 492A, 1081-18, 1081 A-18, 1082-18, 1083-18, 1084-18, 1085-18, EX 488A 5. CONSTRUCT PERMANENT STORMWATER BYPASS FOR OUTFALL 004. • 1091-18, 1081 A-18, • EX 458, 1097-18, 1094-18, 1093-18 • SEE MITIGATION HANGAR PLANS FOR CONTINUATION 6. CONSTRUCT CONNECTION TO EXISTING FIRE SYSTEM AT NORTHEAST CORNER OF THE 4-81 BUILDING. SEE MITIGATION HANGAR PLANS FOR CONTINUATION. 7. REMOVE OR ABANDON IN -PLACE EXISTING STORM SYSTEM TAKEN OUT OF SERVICE PER REMOVAL PLANS. 8. COMPLETE CONSTRUCTION OF AREA 3 STORM CONVEYANCE SYSTEM SOUTH OF TOWPATH. • URE 727-18, URE 728-18, 1095-18 • 1095B-18, 1095A-18, 1095-18, 1095C-18 10. BEGIN CONSTRUCTION OF FIRE PROTECTION SYSTEM ADJACENT TO PERMANENT STORMWATER BYPASS FOR OUTFALL 004A. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION - APRON R INFRASTRUCTURE A CONSTRUCTION PHASING & PIPE DEPTH CONSTRUCTION PHASING KEY PLAN LEGEND a c PgASE 3 (AREA 32 1. SEE MITIGATION HANGAR PLANS FOR ONGOING CONSTRUCTION ACTIVITIES TO BE COMPLETED UNDER SEPARATE PERMIT. 2. REMOVE EXISTING PAVEMENT NORTH OF TOWPATH AND AS REQUIRED TO CONSTRUCT UTILITY IMPROVEMENTS, INSTALL STORM SEWER SYSTEMS AND UTILITIES, AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 3. REMOVE OR ABANDON IN -PLACE EXISTING STORM SYSTEM TAKEN OUT OF SERVICE PER REMOVAL PLANS. 4. REMOVE OR ABANDON IN -PLACE EXISTING FIRE PROTECTION SYSTEM AND UTILITIES TAKEN OUT OF SERVICE PER REMOVAL PLANS. 5. CONSTRUCT STORM TREATMENT SYSTEMS AND ASSOCIATED STORMWATER CONVEYANCE SYSTEMS • 1095-18, OWS-064, RTU-13, RTU-14 1085A-18, 1096-18, EX 488A 6. CONSTRUCT STORM TREATMENT SYSTEMS AND ASSOCIATED STORMWATER CONVEYANCE SYSTEMS IN HEIGHT RESTRICTED WORK AREA • 1102-18, OWS-065, RTU-15, 1101-18, 1100-18, 1099-18, 1098-18 7. CONSTRUCT MECHANICAL, ELECTRICAL, DATA, AND FIRE SERVICE UTILITIES NORTH OF TOWPATH WITHIN WORK LIMITS. PPASE 4 (AREA 1 $ 3) 1. SEE MITIGATION HANGAR PLANS FOR ONGOING CONSTRUCTION ACTIVITIES TO BE COMPLETED UNDER SEPARATE PERMIT. 3. REMOVE EXISTING PAVEMENT NORTH AND SOUTH OF TOWPATH AND AS REQUIRED TO CONSTRUCT STORM SEWER SYSTEMS AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMENT PAVING AS NEEDED FOR PIPE PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 3. CONSTRUCT SUBGRADE IMPROVEMENTS AT EASTERN PILE SUPPORTED APRON PER SUBGRADE IMPROVEMENT PLAN C500-2L. 4. CONSTRUCT PERMANENT STORMWATER CONVEYANCE AS REQUIRED TO ACHIEVE UNOBSTRUCTED MITIGATION HANGAR INGRESS/EGRESS •1087B-18, 1087-18 •1082A-18, 1082-18 VASE 5 (AREA 1 1. CONSTRUCT SLOTTED DRAIN SYSTEM SOUTH OF TOWPATH, PROVIDE TEMPORARY BYPASS CONNECTION TO OUTFALL 004A. • 1073A-18, 1073E-18, 1086A-18, 1086-18, 1086E-18, PROVIDE TEMP CONNECTION FROM 1078E-18 TO 1082-18. 2. COMPLETE STORMWATER BYPASS CONSTRUCTION FOR OUTFALLS 012 AND 014 • 1077A-18, 1077-18, 1078-18, 1079A-18, 1079-18, 1080-18, 1082A-18 IN -WATER WORK WINDOW NOV 16 - DEC 31 2019 3. CONSTRUCT TEMPORARY CONTAINMENT WALL PER STRUCTURAL PLANS. 4. BEGIN PHASED DEMOLITION AND REMOVAL OF PILE SUPPORTED STRUCTURES AS SHOWN IN STRUCTURAL PLANS AND CONSTRUCT SUB GRADE IMPROVEMENTS PER PLANS. BY APPROVED DATE SYM W4700331 ABAM SPT 06/08/18 W4700331 ABAM SPT 10/09/18 REVISION STALLS OPEN TO MANUFACTURING TEMPORARY TOWPATH CENTERLINE TEMPORARY TOWPATH ENGINE CLEARANCE LIMIT TEMPORARY TOWPATH WINGTIP CLEARANCE LIMIT CONTRACTOR OCCUPIED AREA: UNRESTRICTED CONTRACTOR OCCUPIED AREA: HEIGHT RESTRICTED PARTS MOVEMENT TRANSIT ROUTE DELIVERY TRUCK TRANSIT ROUTE NOTE: AIRCRAFT DIMENSIONS SHOWN ARE FOR THE 737-MAX 9 UNLESS OTHERWISE NOTED AND ARE GIVEN FOR INTERIM TOWPATH PLANING PURPOSES ONLY. THEY ARE ACCURATE WITHIN +/- 6 INCHES. CONTRACTOR SHALL COORDINATE WITH BOEING REPRESENTATIVE TO OBTAIN ACTUAL AIRCRAFT DIMENSIONS AND EQUIPMENT TURNING CAPABILITIES PRIOR TO REVISING HEIGHT RESTRICTED WORK ZONE LIMITS. U 0000000000 00000000 00000 0 00000000000000000 0 I L _ J 0 20'-3" 10'-0" 1'-5" 138'-2" (737-MAX 9) 143'-7" (737-1OX) PHASE 5 (AREA 1)- CONTINUED 5. CONSTRUCT STORMWATER IMPROVEMENTS NORTH OF SLOTTED DRAIN. • 1087-18, URE 724-18, 1088-18, URE 723-18, 1086-18 OWS-063, RTU-12, 1089-18, 1090-18, V-1081A-18 • URE 722-18, URE 721-18, 1074-18, OWS-062, RTU-11, 1075-18, 1076-18, V-1075-18 7. COMPLETE CONSTRUCTION OF AREA 1 MECHANICAL, ELECTRICAL, DATA, AND GROUNDING SYSTEMS. 8. CONSTRUCT PERMANENT PAVEMENT AT NORTH EDGE OF APRON FOR TOWPATH RELOCATION (SEE PHASE 7). 9. CONSTRUCT 8" DOMESTIC WATER SOUTH OF TOWPATH AND ELECTRICAL CONNECTION ADJACENT TO BLDG 4-41. IN -WATER WORK WINDOW JULY 16 -AUG 1 2020: 10. CONSTRUCT OUTFALLS 004A, 012A, AND 014A. 11. INSTALL PILES IN BARGE AREA PER STRUCTURAL PLANS. 12. INSTALL IN -WATER FILL FOR HABITAT BENCH. 13. TEMPORARY WALL CUT-OFF/REMOVAL. PHASE 6 (AREA 1) 1. REMOVE EXISTING PAVEMENT AT MITIGATION HANGAR, NORTH OF BLDG 4-81 AND AS REQUIRED TO CONSTRUCT UTILITY IMPROVEMENTS. INSTALL STORM SEWER SYSTEMS AND UTILITIES AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 2. COMPLETE CONSTRUCTION OF AREA 3 STORM CONVEYANCE SYSTEM. •1103-18, 1102-18 • 1106-18, 1104-18, 1102-18 • 11056-18, 1105A-18, 1105-18, 1104-18 3. REMOVE OR ABANDON IN -PLACE EXISTING STORM SYSTEM TAKEN OUT OF SERVICE PER REMOVAL PLANS. 4. REMOVE OR ABANDON IN -PLACE EXISTING FIRE PROTECTION SYSTEM AND ABOVE AND BELOW GRADE UTILITIES TAKEN OUT OF SERVICE PER REMOVAL PLANS. 5. CONSTRUCT MECHANICAL, ELECTRICAL, DATA, AND FIRE SERVICE UTILITIES WITHIN WORK LIMITS. 6. COMPLETE PHASED DEMOLITION AND REMOVAL OF PILE SUPPORTED STRUCTURES AS SHOWN IN STRUCTURAL PLANS AND CONSTRUCT SUB GRADE IMPROVEMENTS PER PLANS. 7. COMPLETE AREA 1 FIRE PROTECTION SYSTEM CONSTRUCTION. 8. COMPLETE AREA 1 STORM SYSTEM CONSTRUCTION •1073A-18, 1073-18, 1074-18 • 1071 A-18, 1071-18, 1072-18, 1073-18 9. COMPLETE AREA 1 PERMANENT PAVEMENT 10. COMPLETE AIRCRAFT STAGING STALLS R10 - R14 PRIOR TO PHASE 7 BY I APPROVED I DATE 56'-4" 13'-5" PHASE 7 (AREA 2.) 1. ABANDON IN PLACE OR REMOVE REMAINING UTILITIES AS SHOWN IN REMOVAL PLANS UP TO AND INCLUDING EXISTING UTILIDOR NORTH OF BUILDING 4-82. 2. CONSTRUCT SLOTTED DRAIN NORTH OF BLDG 4-82 AND PROVIDE TEMPORARY CONNECTION TO EXISTING •1106A-18, 1106-18 • 1107A-18, 1107-18, 1107B, TEMPORARY CONNECTION TO EX 417 3. PARTIALLY REMOVE EXISTING PAVEMENT AND WALL SUPPORTS AS SHOWN IN STRUCTURAL PLANS TO CONSTRUCT NORTH -SOUTH STORM CONVEYANCE. •1118-18, 1119-18 IN -WATER WORK WINDOW NOV 16 - DEC 31 2020: 4. CONSTRUCT OUTFALL 002A IMPROVEMENTS. 5. CONSTRUCT CATHODIC PROTECTION IMPROVEMENTS AND FLUME WALL REPAIRS. POST IN -WATER WORK: 6. CONSTRUCT REMAINING STORMWATER SYSTEMS • 1108-18, 1109-18, 1110-18, 1111-18, 1112-18, OWS-066, RTU-16, 111-18, 1114-18, 1115-18, 1116-18, 1118-18, 1117-18 • URE 726-18, UR, URE 725-18, 1112-18 • 1107-18, 1110-18 7. CONSTRUCT WALL AS SHOWN IN STRUCTURAL PLANS AND BRING AREA 2 TO GRADE. 8. COMPLETE CONSTRUCTION OF AREA 2 FIRE PROTECTION, MECHANICAL, ELECTRICAL, DATA, AND GROUNDING SYSTEMS. 7. CONSTRUCT ALL FINISHED PAVEMENT DURING STRATEGIC TRANSIT ROUTE CLOSURES. COORDINATE WITH BOEING REPRESENTATIVE. 8. COMPLETE UPLAND IMPROVEMENT PUNCHLIST ITEMS. IN -WATER WORK JUL 16 - AUG 1 2021: 9. COMPLETE IN -WATER IMPROVEMENT PUNCHLIST ITEMS AS NEEDED. P. of WAsh� �f BOE//V� OD x 31271 w� ��ssioNaL I I TOWPATH i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 �/Ji—IVIMA y a: iJi— I UA) I 140'-0" _ HEIGHT RESTRICTED WORK AREA COORDINATE EQUIPTMENT MOVEMENTS WITH BOEING REPRESENTATIVE CIVIL PERMIT R-401334 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN BEE UAI E 06 08 18 SUBTITLE CONSTRUCTION PHASING NOTES AND DETAILS CURRENT REVISION W4700331 SYMBOL A DATE 10/09/18 CHECKED SPT 06 08 18 SHEET C500-1 A C17 ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB N0. W4700331 COMP NO. APPROVED APPROVED DWG NO. 4-APRON-R-0500-1A J m a / ORDINARY HIGH WATER _ _ _ ------ SUMMER o EL 15.18 (NGVD29) WINTER o EL 13.18 (NGVD29) EASEMENT LINE (TYP) / , , _ _ OR I T HOUS _ PRT1' LINE t 4-82 BUILDING Do °� �\ \ °MID ®I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION - APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS B CONSTRUCTION PHASING & PIPE DEPTH LAKE WASH NGTON Lj p II I NER N / l b I 11 ARBoR / / /w L w� I I �N£ 4-41 BUILDING — — — — — — — — — — — — I I .. I __� \�• w � p l • / i •• \ — — — — — — — / — — a•�--�-I—� _ I-----------------� —' -- -- WI � • �.a .W a �P a �L Ili i .• II l I� I, II I � I I 4 I BY W4700331 ABAM W4700331 ABAM W4700331 ABAM 4-20 BUILDING AREA 1: PHASE 1 CONSTRUCTION PHASING KEY PLAN j1. RE-ROUTE ABOVE WATER AND DATA UTILITIES AT AIRCRAFT STAGING STALLS R10-R14 TO BE j SUPPLIED FROM BUILDING 4-20 IN ORDER TO FACILITATE ABOVE GROUND UTILITY REMOVAL AT CENTRAL APRON (SEE PHASE 3). A MINIMUM OF THREE AIRCRAFT STAGING STALLS ALONG BULKHEAD SHALL BE MADE FULLY FUNCTIONAL BEFORE BEGINNING PHASE 2. 2. BEGIN CONSTRUCTION OF PERMANENT STORMWATER. PROTECT EXISTING STORMWATER CONVEYANCE TO EXISTING OUTFALL 014 UNTIL STORMWATER BYPASS IS COMPLETE (SEE PHASE 5). 3. REMOVE EXISTING 12"0 COTTONWOOD TREE PRIOR TO TOWPATH RELOCATION (SEE PHASE 2). APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 10/09/18 REVISION BY I APPROVED I DATE n P. of WA �f BOE//V� � �P ��• �1 x 31271STf w� ���SIDNAL _ 4-81 BUILDING 200-FT SHORELINE SETBACK i BergerAB" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER i CIVIL PERMIT PHASING PLAN - AREA 1: PHASE 1 APRON R INFRASTRUCTURE RENTON SITE SITE / / / / / q a .p e o ut: 0 �I 4-86 BUILDING R-401335 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 wI` \LIV W4700331 J `' /� D 10/09/ 18 SHEET C500-1 B C 18 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-1 B LAKE WASH N GTO N I _ _ SUMMER o EL 15.18 (NGVD29) — — WINTER o EL 13.18 (NGVD29) I T HOUS _ PRT1' LINE ° J c� m a / / / / / ORDINARY HIGH WATER / EASEMENT LINE (TYP) / I _ I I I I I I // // '••/ ,,, 4 / . � - . 4-82 BUILDING / o r / I I ❑ MID min --- e _ — 2 w I ILd F I ° E� I Ld NNER H,I gRB / I / y � 4 �I I �I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION - APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS B CONSTRUCTION PHASING & PIPE DEPTH � I I II sVa •I I'/ ire BY W4700331 ABAM W4700331 ABAM W47003311 ABAM 4-41 BUILDING ALINLU E 1——--IJ�-- I -- --- —— -- — i,oaw•=a ' ' _°iAtao.oL La —{ e°a�:m�• L �. 4-20 BUILDING W AREA 3: PHASE 2 CONSTRUCTION PHASING KEY PLAN APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 10/09/18 1. BEGIN MITIGATION HANGAR CONSTRUCTION JANUARY 2019. SEE MITIGATION HANGAR PLANS FOR REQUIRED STORMWATER, UTILITY, AND PRELOAD ACTIVITIES TO OCCUR UNDER SEPARATE PERMIT. 2. REMOVE EXISTING PAVEMENT SOUTH OF TOWPATH AND AS REQUIRED TO CONSTRUCT UTILITY IMPROVEMENTS, INSTALL STORM SEWER SYSTEMS AND UTILITIES, AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 3. CONSTRUCT SUB -GRADE IMPROVEMENTS AS REQUIRED TO INSTALL PROPOSED STORMWATER AND UTILITY IMPROVEMENTS. 4. CONSTRUCT PERMANENT STORMWATER BYPASS FOR OUTFALL 004A. • EX 492A, 1081-18, 1081 A-18, 1082-18, 1083-18, 1084-18, 1085-18, EX 488A 5. CONSTRUCT PERMANENT STORMWATER BYPASS FOR OUTFALL 004. • 1091-18, 1081 A-18, • EX 458, 1097-18, 1094-18, 1093-18 • SEE MITIGATION HANGAR PLANS FOR CONTINUATION 6. CONSTRUCT CONNECTION TO EXISTING FIRE SYSTEM AT NORTHEAST CORNER OF THE 4-81 BUILDING. SEE MITIGATION HANGAR PLANS FOR CONTINUATION. 7. REMOVE OR ABANDON IN -PLACE EXISTING STORM SYSTEM TAKEN OUT OF SERVICE PER REMOVAL PLANS. 8. COMPLETE CONSTRUCTION OF AREA 3 STORM CONVEYANCE SYSTEM SOUTH OF TOWPATH. • URE 727-18, URE 728-18, 1095-18 • 1095B-18, 1095A-18, 1095-18, 1095C-18 10. BEGIN CONSTRUCTION OF FIRE PROTECTION SYSTEM ADJACENT TO PERMANENT STORMWATER BYPASS FOR OUTFALL 004A. REVISION I BY I APPROVED I DATE A n P. of WA �f BOE//V� � �P ��• �1 x 31271STf w� ��ssioNaL 4-81 BUILDING 200—FT SHORELINE SETBACK i BergerAB" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER CIVIL PERMIT PHASING PLAN AREA 3: PHASE 2 APRON R INFRASTRUCTURE RENTON SITE SITE / / / / / a a .p e ut° 0 �I 4-86 BUILDING R-401336 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 wI` \LIV W4700331 J `' /� D 10/09/ 18 SHEET U500-1 C C19 JOB N0. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—0500-1 C M T_ O O W H 75 Q 00 N L 0 z E 0 0 ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS B CONSTRUCTION PHASING & PIPE DEPTH 4. REMOVE OR ABANDON IN -PLACE EXISTING FIRE PROTECTION SYSTEM AND UTILITIES TAKEN OUT OF SERVICE PER REMOVAL PLANS. 5. CONSTRUCT STORM TREATMENT SYSTEMS AND ASSOCIATED STORMWATER CONVEYANCE SYSTEMS • 1095-18, OWS-064, RTU-13, RTU-14 1085A-18, 1096-18, EX 488A 6. CONSTRUCT STORM TREATMENT SYSTEMS AND ASSOCIATED STORMWATER CONVEYANCE SYSTEMS IN HEIGHT RESTRICTED WORK AREA • 1102-18, OWS-065, RTU-15, 1101-18, 1100-18, 1099-18, 1098-18 • 7. CONSTRUCT MECHANICAL, ELECTRICAL, DATA, AND FIRE SERVICE UTILITIES NORTH OF TOWPATH WITHIN WORK LIMITS. BY APPROVED DATE SYM W4700331 ABAM SPT 06/08/18 W4700331 ABAM SPT 10/01/18 W47003311 ABAM I SPT 10/09/18 REVISION BY I APPROVED I DATE %I (1DF)IAIADV L11r1L1 WATCD // / P. of WA �f x 31271 w� ��ssioNaL ACCEPTABILITY IBEE THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG 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 PHASING PLAN - AREA 3: PHASE 3 APRON R INFRASTRUCTURE RENTON SITE SITE 4-86 BUILDING R-401337 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 W4700331 J' ""' D " ' ` 10/09/ 18 C500-1 D C20. JOB NO. COMP NO. W4700331 [6�7G_N_0. RENTON, WA 4-APRON-R-0500-ID CIVIL MASTER J 0 m a CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LAKE WASH N GTO N SUMMER o EL 15.18 (NGVD29) _ WINTER o_ EL 13.18 (NGVD29) I T HOUS _ PRT1' LINE I.� II aN _ SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS B CONSTRUCTION PHASING & PIPE DEPTH o� El- .. M • $ I � NN / / / Z' ORDINARY HIGH WATER _ _ _ ------ EASEMENT LINE (TYP) II / I I 4-82 BUILDING I I I I� I w w I I RBpR I BY W4700331 ABAM W4700331 ABAM W47003311 ABAM 4-41 BUILDING -I APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 1 10/09/18 4-20 BUILDING 0 0 -- — ------------ -- - -- ..... a= === a — _' � a AREA 1 & 3: PHASE 4 CONSTRUCTION PHASING KEY PLAN 1. SEE MITIGATION HANGAR PLANS FOR ONGOING CONSTRUCTION ACTIVITIES TO BE COMPLETED UNDER SEPARATE PERMIT. 3. REMOVE EXISTING PAVEMENT NORTH AND SOUTH OF TOWPATH AND AS REQUIRED TO CONSTRUCT STORM SEWER SYSTEMS AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMENT PAVING AS NEEDED FOR PIPE PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 3. CONSTRUCT SUBGRADE IMPROVEMENTS AT EASTERN PILE SUPPORTED APRON PER SUBGRADE IMPROVEMENT PLAN C500-2L. 4. CONSTRUCT PERMANENT STORMWATER CONVEYANCE AS REQUIRED TO ACHIEVE UNOBSTRUCTED MITIGATION HANGAR INGRESS/EGRESS 9108713-18, 1087-18 91082A-18, 1082-18 REVISION BY I APPROVED I DATE fft- d� I.- m P. of WA �f x 31271 w� ��ssioNaL 4-81 BUILDING 200-FT SHORELINE SETBACK NEW BUILDING 4-87 TO BE CONSTRUCTED UNDER SEPARATE PERMIT. i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER CIVIL PERMIT PHASING PLAN - AREA 1 & 3: PHASE 4 APRON R INFRASTRUCTURE RENTON SITE SITE a a so 2 e ut: 0 �I 4-86 BUILDING R-401338 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 wI` \LIV W4700331 J `' /� D 10/09/ 18 SHEET C500-1 E C21 JOB N0. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-1 E / �I \ e ORDINARY HIGH WATER // �� /%/• ________ LAKE WASH NGTON \ I _ _ SUMMER o EL 15.18 (NGVD29) / I /� q \\\ EASEMENT LINE (TYP) WINTER o EL 13.18 (NGVD29) , , — — �'� — /•ems _ _ \\ T HOUS _ — PROPER — I STY LINE I � ,� — �J:°q�• --I I-------1—I--�/ °t / I I 4-82 BUILDING I •" m W ACID \ > I \ - \ \ a ELI • � I trio � I 7111 �� I 4-81 BUILDING _4.p ' ` • M M � I __I� - - - -- - - 200-FT SHORELINE SETBACK o, I \ 'k - 4-86 BUILDING D $ I I I I\ INNER I 4-41 BUILDING I e a p ° NEW BUILDING 4-87 TO BE CONSTRUCTED 13 L, I UNDER SEPARATE PERMIT. Y11 ° U • 1� M P M � f S n I• \ t l • °____j I� III 4-20 BUILDING •° AREA 1: PHASE 5 CONSTRUCTION PHASING KEY PLAN 7. ) COMPLETE CONSTRUCTION OF AREA 1 MECHANICAL, PNASE 5 (AREA 1b =. ELECTRICAL, DATA, AND GROUNDING SYSTEMS. € 1. CONSTRUCT SLOTTED DRAIN SYSTEM SOUTH OF TOWPATH, 8. CONSTRUCT PERMANENT PAVEMENT AT NORTH EDGE OF APRON PROVIDE TEMPORARY BYPASS CONNECTION TO OUTFALL 004A. a� • 1073A-18, 10736-18, 1086A-18, 1086-18, 1086B-18, FOR TOWPATH RELOCATION (SEE PHASE 7). = PROVIDE TEMP CONNECTION FROM 1078E-18 TO 1082-18. 1 9. CONSTRUCT 8" DOMESTIC WATER SOUTH OF TOWPATH AND 2. COMPLETE STORMWATER BYPASS CONSTRUCTION FOR OUTFALLS ELECTRICAL CONNECTION ADJACENT TO BLDG 4-41. n 012 AND 014 • 1077A-18, 1077-18, 1078-18, 1079A-18, 1079-18, 1080-18, 1082A-18 IN -WATER WORK WINDOW JULY 16 -AUG 1 2020: IN -WATER WORK WINDOW NOV 16 - DEC 31 2019 10. CONSTRUCT OUTFALLS 004A, 012A, AND 014A. 3. CONSTRUCT TEMPORARY CONTAINMENT WALL PER STRUCTURAL 11. INSTALL PILES IN BARGE AREA PER STRUCTURAL PLANS. PLANS. 12. INSTALL IN -WATER FILL FOR HABITAT BENCH. POST IN -WATER WORK 13. TEMPORARY WALL CUT-OFF/REMOVAL. 4. BEGIN PHASED DEMOLITION AND REMOVAL OF PILE SUPPORTED STRUCTURES AS SHOWN IN STRUCTURAL PLANS AND CONSTRUCT SUB GRADE IMPROVEMENTS PER PLANS. 5. CONSTRUCT STORMWATER IMPROVEMENTS NORTH OF SLOTTED DRAIN. • 1087-18, URE 724-18, 1088-18, URE 723-18, 1086-18 OWS-063, RTU-12, 1089-18, 1090-18, V-1081A-18 • URE 722-18, URE 721-18, 1074-18, OWS-062, RTU-11, 1075-18, 1076-18, V-1075-18 R-401339 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerAB" DEVELOPMENT ENGINEERING 07 CALL 48 HOURS 33301 9th Avenue South, Suite 300 atowler 12/20/2018 BEFORE YOU DIG Federal Way, Washington 98003-2600 CIVIL PERMIT 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY BHECKED EE 06 08 18 PHASING PLAN AREA 1: PHASE 5 W4700331 B 10/09/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 APPROVED BY DEPT. DATE BEE 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-1 F C22 B CONSTRUCTION PHASING &PIPE DEPTH W4700331 ABAM SPT 10/09/18 ,� w� RENTON A ' TO A ' SITE T� 31271 o K Iv I Iv J I JOB N0. COMP N0. The� ��rSTf AL APPROVED ss/oNAL �W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-1 F / Z' ORDINARY HIGH WATER _ _ _ _ _ _ _ LAKE WASH NGTON _ SUMMER o EL 15.18 (NGVD 29)— I — — WINTER o EL 13.18 (NGVD 29) _ = EASEMENT LINE (TYP) I T HOUS —LINE .... IA , I I 1 I II 1, J 0 m a 31 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS B CONSTRUCTION PHASING & PIPE DEPTH I — _ — J: _ I I— — — — — 1 1 / I 4-82 BUILDING - rt a . I- I- � I ° I o — — / \ I ° / mile �r ° '� I I 4-81 BUILDING \ ►I I ° Ld I ,w 4-41 BUILDING L_... 3I1m i, wi \ •• II � I 4-20 BUILDING 200-FT SHORELINE SETBACK r I I \H ARgO w ° - ° ° NEW BUILDING 4-87 TO BE CONSTRUCTED UNDER SEPARATE PERMIT. i I f AREA 1 & 3: PHASE 6 CONSTRUCTION PHASING KEY PLAN eA PHASE 6 (AREA 1- 1. REMOVE EXISTING PAVEMENT AT MITIGATION HANGAR, NORTH OF BLDG 4-81 AND AS REQUIRED TO CONSTRUCT UTILITY IMPROVEMENTS. INSTALL STORM SEWER SYSTEMS AND UTILITIES AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 2. COMPLETE CONSTRUCTION OF AREA 3 STORM CONVEYANCE SYSTEM. •1103-18, 1102-18 • 1106-18, 1104-18, 1102-18 • 1105E-18, 1105A-18, 1105-18, 1104-18 3. REMOVE OR ABANDON IN -PLACE EXISTING STORM SYSTEM TAKEN OUT OF SERVICE PER REMOVAL PLANS. 4. REMOVE OR ABANDON IN -PLACE EXISTING FIRE PROTECTION SYSTEM AND ABOVE AND BELOW GRADE UTILITIES TAKEN OUT OF SERVICE PER REMOVAL PLANS. BY APPROVED DATE SYM W4700331 ABAM SPT 06/08/18 W4700331 ABAM SPT 10/01/18 W4700331 ABAM SPT 1 10/09/18 REVISION 5. CONSTRUCT MECHANICAL, ELECTRICAL, DATA, AND FIRE SERVICE 1 UTILITIES WITHIN WORK LIMITS. 6. COMPLETE PHASED DEMOLITION AND REMOVAL OF PILE SUPPORTED STRUCTURES AS SHOWN IN STRUCTURAL PLANS AND CONSTRUCT SUB GRADE IMPROVEMENTS PER PLANS. 7. COMPLETE AREA 1 FIRE PROTECTION SYSTEM CONSTRUCTION. 8. COMPLETE AREA 1 STORM SYSTEM CONSTRUCTION 91073A-18, 1073-18, 1074-18 91071 A-18, 1071-18, 1072-18, 1073-18 9. COMPLETE AREA 1 PERMANENT PAVEMENT 10. COMPLETE AIRCRAFT STAGING STALLS R10 - R14 PRIOR TO PHASE 7 BY I APPROVED I DATE 1 x 777 . � I JIB P. of WA �f BOE//V� � �P ��• �1 x 31271 w� ��ssioNaL i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER CIVIL PERMIT PHASING PLAN - AREA 1 & 3: PHASE 6 APRON R INFRASTRUCTURE RENTON SITE SITE a a .p 2 e ut° 0 4-86 BUILDING R-401340 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 wI` \LIV W4700331 J `' I� D 10/09/ 18 SHEET C500-1 G C23- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-1 G J m a .Z] LAKE WASH N GTO N I — — SUMMER EL 15.18 (NGVD29) WINTER EL 13.18 (NGVD29) I T HOUS — PR�T1' LINE I.� I � � V \ ORDINARY HIGH WATER 11 --- - - - - ---- EASEMENT LINE (TYP) / / , , _ _ � +' �: / - - / I I 00151 / I I I 4 4-82 BUILDING o ' ` / I A 71 — � � -- � � o � °°� m ��---- .. "alp 8 I >, 4 81 BUILDING 31 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS B CONSTRUCTION PHASING & PIPE DEPTH LLJ Hq ReoR 4-41 BUILDING —� — . i . — . — —�N� - — — — — — — I =I a , I -- -- -- -- I -I- ^` — --- I — ------ �L� —--------r`�--- --� ra-- MI - � • � �" T I� I, g i la ; I M I � I I BY W4700331 ABAM W4700331 ABAM W4700331 ABAM 4-20 BUILDING AREA 2: PHASE 7 CONSTRUCTION PHASING KEY PLAN X j NASE 7 (AREA 2) 1. ABANDON IN PLACE OR REMOVE REMAINING UTILITIES AS SHOWN IN REMOVAL PLANS UP TO AND INCLUDING EXISTING j UTILIDOR NORTH OF BUILDING 4-82. 2. CONSTRUCT SLOTTED DRAIN NORTH OF BLDG 4-82 AND PROVIDE TEMPORARY CONNECTION TO EXISTING •1106A-18, 1106-18 • 1107A-18, 1107-18, 1107B, TEMPORARY CONNECTION TO EX 417 3. PARTIALLY REMOVE EXISTING PAVEMENT AND WALL SUPPORTS AS SHOWN IN STRUCTURAL PLANS TO CONSTRUCT NORTH -SOUTH STORM CONVEYANCE. •1118-18, 1119-18 IN -WATER WORK WINDOW NOV 16 - DEC 31 2020: 4. CONSTRUCT OUTFALL 002A IMPROVEMENTS. 5. CONSTRUCT CATHODIC PROTECTION IMPROVEMENTS AND FLUME WALL REPAIRS. POST IN -WATER WORK: 6. CONSTRUCT REMAINING STORMWATER SYSTEMS • 1108-18, 1109-18, 1110-18, 1111-18, 1112-18, OWS-066, RTU-16, 111-18, 1114-18, 1115-18, 1116-18, 1118-18, 1117-18 •URE 726-18, UR, URE 725-18, 1112-18 •1107-18, 1110-18 APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 1 10/09/18 REVISION 7. CONSTRUCT WALL AS SHOWN IN STRUCTURAL PLANS AND BRING AREA 2 TO GRADE. 8. COMPLETE CONSTRUCTION OF AREA 2 FIRE PROTECTION, MECHANICAL, ELECTRICAL, DATA, AND GROUNDING SYSTEMS. 7. CONSTRUCT ALL FINISHED PAVEMENT DURING STRATEGIC TRANSIT ROUTE CLOSURES. COORDINATE WITH BOEING REPRESENTATIVE. 8. COMPLETE UPLAND IMPROVEMENT PUNCHLIST ITEMS. IN -WATER WORK JUL 16 - AUG 1 2021: 9. COMPLETE IN -WATER IMPROVEMENT PUNCHLIST ITEMS AS NEEDED. 10. BY I APPROVED I DATE F n P. of WA �f BOE//V� � �P ��• �1 x 31271 w� ��ssioNaL 200-FT SHORELINE SETBACK NEW BUILDING 4-87 TO BE CONSTRUCTED UNDER SEPARATE PERMIT. i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER CIVIL PERMIT PHASING PLAN - AREA 2: PHASE 7 APRON R INFRASTRUCTURE RENTON SITE SITE a a •o 2 b e ° ut° 0 �I 4-86 BUILDING R-401341 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 wI` \LIV W4700331 J `' /� D 10/09/ 18 SHEET U500-1 H C24- JOB N0. COMP NO. W4700331 DWG N0. RENTON, WA 4-APRON-R-0500-1 H MATCHLINE,_SEE SHEET C500-2B �1 yC7 D G /Q O \ I ��/ D 7. �7. �-, ..D D �4 .. v p 77, �^��/FINISH GRADE @ �/ -71"7°ti D D `/ p °,D F°YFACE OF WALL )8 618[ ti1g ,�8D�BL. d d JBQ 1y Y EL-16.70 ° ° `JiS pv ° p D P'09 °\7 �� D I I d. T d O ° Q� d° /0 7 I I ° D �, W ° D °. ° D 18.00 ° D° ° D ° D D ° ° D D I I P a ®° d ° d °. a7 p D �7 v Dv - d'° _ ° d V ✓� O /Tf -7 ° /\/ D D. `7 ° ° .D .v 4 °/ D � D D _ D I I ° q .°. ° d ° d ° .a ° d n V O � �/ p 4 V ✓v S ' FINISH GRADE @ ° �O Dv v ° d ° `- �o � � a 7y 'per O o FACE OF WALL D °� , D ° 1 D D �0 ° b. 1 ° 7 1 d. 8 a 8 D ti 8 8 ti� 8 �. 8 8 d ° 8 9 �� EL-16.70 / ,l8 I D SS ti �3 D . D 5�3 . D . ° 1 I I 6p >> 1 } I D D D D D D D � � ° d ° ° ° v ^ • c - DC O I I J �I D ° D .. `/ ° 8 v tl CO ° d. OJ n D oo D f7D D v D ° P �! D ° D D D v. � d L� .. ° ° °_ ° G FINISH GRADE @ I 2 I0 ❑I 0 ° ° d n d FACE OF WALL I I J ° 6y ti I a $ ° v ° £, F EL-16.70 JJ I J I D � ° ti 5 d° 3. L 4 " FINISH GRADE @ / / S50��6 o D - D ti I I ° ° d n LAK E WASH N GTO N FACE OF WALL 1 �8 O 8xA D �0 �S / EL-16.70 0 �/ -�IKE �� �� I 'D .SS _ D _ D t7 v D vD "2D u''• D 1�• I l a•4O d d. •60' _ 9 �L/6.° SUMMER-7 EL 15.18 GVD29 / / / % - - - ° 4. D D ° .° . ` �- FINISH GRADE @ JJ v D o 18.41 D $ ° ° ``ffII WINT EL 13�1'8 NGVD29 J D 6 D �' l / v ° \ c� Y` D D v v 4D d ° d z� FACE OF WALL i �� / J,l Jam,/l �$ ° / N EL JV�l�l JJJ /°� ° D v. D p. 's3.D v. ��D f7D Q ° ° d d f_ / y ) J • , �� / �� - �l l I /-j v v D ° d ° d ° ° °. 4 P a JJ \J_ J\ \ lJ\ v D � � � � � • �- � 1L JJJ J S500 16 J ti v D v ti J• V J v p v D P °/ h D D° D v v` I I ° °. d_ d) 4 Z J 1� 18 ° ° h D 18 D D ,8D 1Q % ° ° e° d 18 . ° 19 t D. P S° p v 6S D v' 6S o v I I v $` v 6 v 8 ° 1 �� Lrrv.� )�\ 7 J J J l /�l�l v - �/ O 1 8.6 D D D ° D ° _ _ d' O ° d d° \ J/ IQ 7 �JJ/ v D v .D'v "'7 D v Dv 4 v D p _ D , �J ° I ° ° ° dd ° °d. ° ° ° tl Q ° °X, J /� J /� `° D l D D D D. `/ ° O ° v D D I .° °° 3 FINISH GRADE @ �� ��� D J J J J ti vD 5 D ° I I ° ° Q ✓ > FACE OF WALL 18.2 J 18 4 D a ° ° ° °4 O'S EL-16.70,' JJ�,/JJ�JJ D 4 D ti JJ JJJ "o --- o---�0 --- �10-----�0 (` ° - - - - - - q - - - - - - ti. , p D %" JJJ v ° ° °d., L/� R D V J CI 'j ) 1 F 0 / .,OIJJJ D v D V,O D ° D 7!l JJ D D p•170 C6 S d /f:� ° ��AO da �•A ° �� ° SS Q� a 4 JJJ JJJ� 11 D D \/J J\l \/ 18.40 d a ° l > D � v ' ° a D J ti � ° d ° ° 4 ° ° a d ° ° SIJ //` ✓ J 'D 'v _D 18.0p _ D JJ J 'D 5500-16 - O d ° d.. ° Q °d dd ° ll � VJJ JJ JJ �° JJ D ° ° JJ J J O� M D ° d d JJ J v v v Ra D JJ J J J °° d°° ° JJ D D ° D O' v "7 v JJ J ° d ° d _ ° ° a ° - d � FINISH GRADE @ J� J-J J ° D 4 JJ ,l a ° a FACE OF WALL JJJ JJJ J D 4D ti P 4 ° JJ J J ° / ° II1 1 I 1 EL- ' y }/ J , D 1 y /q °.. ° 1 4 ° d ° _QO J Q ° D p �DD " 17.8 ti JBv� 88 8� d. 1 V.6 ° �S d. -•°� dd - 1 ° I FINISH GRADE @ J� J J� J D ° ti ti d ° ° a FACE OF WALL JJ� J J� J ° D ti ° vti ° JJ °a d ° d ° a ° EL-16.70 JJ J J ti ti v D �o ° ° /� °. ° ° d° ° ° ° ° d d ° ° a J JJJ JJ JJ J J J J JJ JJJ JJJ JJ JJ p J a ° ° ° n. ° - d ° ° ° ° .. 4 ° d l ) ( J JJ JJ JJ J JJ JJ JJ JJ J J ° a ° ° 6 a d ° ° d J J� 17.58 �IJJ �IJJ �IJJJ 5 J�,l J�JJ JJJ� JJ��I,I J a d 8 tl a a ° d 1� J� JJ JJ J JJ JJJ JJ JJJ J J 4i JJ �JJJJ J q� JJ J J J ° ° ° ° ° J J END �� JJ �15 J J �1 J J �15 J 17.6 �15 J 7 a 18 ° 18 18 a ° ° 7a 7BCQd�8 -____--------- JJ / °7> a°' dd �ilcd.° /p °. �Fa d°.��..°d a. d . 1 d Od �V : N: 185683.57 a E: 1299200.62 J� JJJ J J J JJ �JJ JJJ JJJJ ��SiJ� JJ� JJ J 17.58 ° 18.76 d J J� ,I J JJ J �J J JJJ JJJ J J JJ J J J d ° ° ° i 8.8 d ° a ° . ° d ® ° BEGIN a a ° a 4 N: 185691.88 > BEGIN J� 1,8q a ° ° ° d °. ° d d / 17 ° d 0 O ^ a 0 O ° q E: 1299175.47 7 JJ q�. c. ' ( R� 4� ° cb 0 N: 185683.57 J o ° . d / ° ° ' ° MEET &MATCH J n d Y_ >S ° d 's MATCH EX � a a 'y 'y / E: 1299200.60 / J / EXISTING CURB JJ ��. J JJJ J _ . J JJ , JJ JJ JJ a ° 19.0 d. ! O J J J JJJ J� J JJ 2 J JJ JJ A,� 90 J J J JJJ JJJJ J JJ JJJ J� JJJ 3 JJ J _ J J ° J J J J JJ J J J 6"CI SD TCHEX-�L LJ J 17.0 �/ J- J J 17.2 J J J ddA/1 J J JJ,j JJ J JJ J� J J� JJ J JJ \ ' 6 C I SD 3 3 __.19.2 --- 1 I / BEGIN 3 ��'�� JJJ J /\/� J � J J � \\ �o,� .�, ° , 9 - - - - - - - - - - - ---- --- % N: 185691.94 MATC J - 'y 2 - - - / E: 1299173.52 �O' EX J J� \ \ I - - - - O _ ,q ,yam,- \\ \ \ \ 3 ° a ° S500-16 d d 4-41 BUILDING -K PC I (A4\ \ I � I I - II �l I 7 17.6 i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1- 800- 424- 5555 (206) 431-2300 Fax: (206) 431-2250 N' v A1.0 N SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION N BY I APPROVED I DATE 200-FT SHORELINE SETBACK PER CITY OF RENTON P. T WASyl�c��� ""A/Arw" Yy I • 31271 o��s`sjoNALR��' 00 0 0 N 1 W, N 00 20 0 20 40 n , scale feet DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 LEGEND "77 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT D 14.5" THICK CEMENT CONCRETE PAVEMENT I GENERAL NOTES CIVIL MASTER 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 SHEETS C500-2G THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAILS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. CD 1 COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB 11 z LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C500-3P ELEVATIONS PER 0 MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3S FOR LID m ELEVATIONS. O => PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL N C500 2G � 3 => PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE C500 2H PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. ©PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. 7 PROVIDE INTEGRAL CURB AND STEM WALL PER DETAIL 1I S500-16 CIVIL PERMIT GRADING/PAVEMENT PLAN - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401342 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 10/01/18 C500-2A C25 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-2A 1\LVIJIVIV JIIVIUVL /, W4700331 H\ M i i W 1 t ,MATCHLINE, SEE DSHEET C500-°2C 7 -77 D ° T b° ° _ 0. •[P a V J °d hFINISH GRADE@ Y FACE OF WALL EL-16.70 J ti a ° d° d a ��^ V °. BEGINv b D D D o D° v D v I I d d _ ° d °d Z N: 185699.50 ,/J ti ° d d ( 1 t ) E: 1299763.01 �8 '17n t- ��- IIII - ,88•SSl" 1 DJ Dp°°D. _ D °D° D d$jp ° 1v oQD. �D- D° D'vP - D D p vDD D/v D D v:D. D DD7�7_ �vrSi•7��DDl_iD D vvD/77/88Dp. °• a -gs Q°ddr!v>�D `/ °a d . d °' � ° v `71dJ9. yry D D°- a c ' F7LO a �° °a 3d°5d .d 4END E ft 185699.50 `'' E: 1299763.01 �� ° Q L(l JO FINISH GRADE @ FACE OF WALL \7 EL- a ade i a 18.40 6 ti 60 ad FINISH GRADE @ S500-17 C ti D a CCv d °°. a _ d.° =UQCi vw <�0B�RGE S�� FACE OF WALL EL- D� o 4 ,°o vi{19.21 D d 4,❑I 18.47 d zJFINISH GRADE @ ,2 d °D aI wFACE OF WALL _ ELU16.39 �� e Y d JJ 00 /,4/ � 4 v6 v 1V / O 4 JO d a u� O � 1 � _j_j 10.00 � Dv b y � v p vD D D II d � � d � d d ..D ``D 4 d °.° .d d d v D, 1 _~ D v D�0p II pd4d dd ° d v ° .1Zd� 18.36 ° S500-16 ` FI\ncu rRen� n v x I .0-4 . ° 0 o I I LL jr I '5� �� ��-, ri of o o o49 C> �� � f �� � of LAK E WASH N GTO N '-r� E, SUMMER o EI1�,(NGVD29) 1 I e WINTER o •EL.d (NGVD29) 1, 4 'z o ° o✓� 6 � 0 [° Lp l /Or i" �� p Q 1 ° 4), Ber erABAM CALL 48 HOURS� BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1- 800- 424- 5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 4 7 FACE OF WALL EL-16.70 _z J� 00 E _' 50� 6 JJ J FINISH GRADE @ ,/ C FACE OF WALL EL-16.70 1 t 7 V /6.) D 17& lJ ° a rr-K LI I ° T ur KuN I uiN °. d: 4 0� D° D S lXJ I •��0 ° -. d d Q D @ v \7 °' v D° D v v I I ° -4 - ° d d 4 d ° - L _j • D D� P v D ° - v D -. ti D\7v ° \7 I I I d a ° ° d dd 4° Z ° °. - 8 .Vp D d d ,7 8 O ° `9 ° D_ D D v I • ° p �, 4 D b'/ �. - D V D° ° D °. "4 �° D. - _ .. Q d° d° d - ° . Q O d \7 D 'D v D' v c \7. ° D 4 4 • D D D ° _ D I ° d 71%S°. `.D�J D' v .. ° D v . ,5 p D - p A� b v J ,/J v D ° °D v D D D'� v \_7 D D v 8 D D ° D \7 D / j _j_j FINISH GRADE @ I JJ FACE OF WALL �I EL-16.70 18 J I- I FINISH GRADE @ I �/ FACE OF WALL ELI-16.70 I J REVISION A d d Q 4� d d . D D v' ° D D D `7 \7 d 4. V• &Od . d CT D . \7 D v D-D \7v D D v D D D v _ 5 .° d ° � w p \7 °. D '\7 ° D 8 D ° I I d ° a - d QQ- dS ° d 18.70 °\7 L"v 18,47 ° 19.17 w 7 d CL �. 18.59 \ p \7 D v v p d d ° d° a 6 19.31 6 -D D v C v \7� D D \7 °D ° ° D ° v DO. v \_7 D II 6 ° ° p- ° ° D 9 D \7 _ ' D K0 D \7 Nb D° IIIIII .510 ° d 60 IQ° 'Cl 4 a y9��D � S D.8 - D o D P ° 4 \7 d. Q - dd 4 . v MATCHLINE, SEE SHEET C500-2A BY I APPROVED I DATE P. T y WASyl�c'��� BOE//V�® Yy I•• � 31271 o��s`sjoNALR��' 20 0 20 40 n , scale feet /v DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER LEGEND 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT 14.5" THICK CEMENT 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. 3. SEE SHEETS C500-2G THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAILS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C500-3P ELEVATIONS PER MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3T FOR LID ELEVATIONS. PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL 1I C500 2G INTEGRAL CURB AND SHEET PILE WALL CAP I� S500-17 PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. PROVIDE INTEGRAL CURB AND STEM WALL PER DETAIL 1=-I S5000--16 KEY PLAN CIVIL PERMIT., GRADING/PAVEMENT PLAN - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE SITE SCALE: N.T.S. R-401343 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 �V1\\LIvW4700331 JI°uvL A v^1L 10/01/18 SHEET C500-2B C26- JOB NO. COMP NO. W4700331 F". RENTON, WA 4-APRON-R-0500-2B V_ LU �D �7 D II `/ FINISH GRADE ° ° \7 II BACK FACE OF CURB ° tivD p v D EL-17.88 D D D \7 ° aD� 18.80 8 17 D D D ° I I D .D. D .60 v. v DNR v � °D ° D ° D ti MATCHLINE, SEE SHEET C500-2D a 7 T ° Tz�,7 g� - - 19.8\, - g D v v CO /yam V, C A SEE MITIGATION HANGAR FOR CONTINUATION SEE MITIGATION HANGAR FOR CONTINUATION ° D°/ D .p `7 v v- D D l/VVl~� D D .v:� D d O � O R AA �/ D� �]`V•O10 96 "7.D' .° v �• p,A��D D 1bo�°.. O ° .. V, D v \_7. D v /1i Z ) `/ D1R.2 1 f7 18.6 h o p D a ° ONC° z Q Z Q 6 D w= D v'. �7..° vD '\7.v Dv 5 v II D. D 18.26, ° D\'7 D o'� D D �'- D ° O), .vD; F7 D °.D .D :vp v D D D D 200-FT SHORELINE o o ti D P ° ti -r Q ^ t� D. D - v .D D D - °Q<0ti a D SETBACK PER CITY 1 GG D 18.40J 17 v_ D D.D .v� D ti e D D OF RENTON x D D D �� 9 Y FINISH GRADE ° ° QQ I ° D 8.80 D° ° D .�. 1� D. ° .a: : `17 °D ,� D DD %8� J� 9. D DinD. °D O BACK FACE OF CURB 1 D �8 ° I I 0 D' 6 ° v S 2 D :� EL-17.68 F7 •6 v N.D p p DO.v D O -D� D - D ° v 6' .p. \7 D v. Dv OD P IIv (\7 D'v.. Dv �� 'D-j D a-18.25 8 D° D Dv v v II D D �6 °D vD•O t7..D p ° D v-� v D D D ° v. a 3 END ° Da p J D D .p D D ° d ° N: 185497.79 ° o p D \7 I v. D D v �/ D _ 6.8 - - P vD \7 v- D - �7 p ° D v v v p U F7. D °� a °° E: 1300167.36 v p � D FINISH GRADE ® o ti D ti D ry/�.�O ti o zo p 4 d d BACK FACE OF CURB o D ti ti: II 5 16.6 D � D o ° Q ti °'' v .Dv \7 p 17.96 D °..J `/ Iry K�17 D V - °'�.. D ° V D°D ^6d �[��• EL-18.80 V I v D D C9Q \� �� v D R �f A�• D v D �V �V N��V� d Q Y I g � ° ° F7D .v �.Dv p - D D � D v 1 QQ Q D .U� v D - F7 v D v D 18.6 vD' D '� U'� 4 d �7 0 4 D \ a ° D D ti o a D ° )� D. a �) ° 18.8 d a a vv v D D 8.QO D v Q P Q\7' D D. Q v !/v 'v�. D D D .. FI� 2. C. A. �. d' 4 D. \ p '7 D ° v \\ '�. LJ� D v ° D .. D. V D �7 p ° D v ° Q .. d° d _ 4° '7 .40) \ ­l P 18.4 D a ° o ti \ °� F7 p D O v"7 v 19.0 D °• \7 v .v D' .00 \\ v. ° v v 5 D D�.z ° D �7 FINISH GRADE D a ° \\ p D D a D 17.96 D 5 ° ° •D 17.96D D D- 18.2 v v 7 D p D v �] v-° D_ D_ D �7 v Q Q 4 BACK FACE OF CURB EL-17.53 $ 1 \ D v D� J�o z1_ D D v\1 ).VC ° �/ vl�. OO ° p D OO D 2.0 F7 v v D18 �V D Q .° A- \\ D� D OO � 19.00p ti " 8.0 Sj ° D D D \ \\ 18O `/ D BOO p D v ` D o BOO D v 800 D a P 8O0 D Q 4° ° 4 O \\ ° FINISH GRADE @ `\ IB.60 ti a �D ti a D o » 5 "7 D D ° o ti �h °�74 12 Q °BACK FACE OF CURB Dti\oD M J ti 12 D ° ti °d a 2 'S EL- aD Q D S500- 1 7 ° D C ° D D v ° b D o 18.40 ° d a ° \ i \ 19.00 \ 18.29 D ti J J 18.17 ti D D° Q° D° ° ° D D P ° d a° 19.03 FINISH GRADE ® a \ D ° \ D 18.60.. p. \ \ BACK FACE OF CURB \ \ 2 D o ti J 1 18.32 18.58 18.94 \\ ° ° \ EL- a 6 D ° �D ° �� O D v v ° D D D D° D ° d 18.65 D �� D D \17O a v ° \\ \ \ v D p8 v D v D Df p p 5 Q °° \\\ \ S500-17 O ° D ° D ° DD " ° Q ° °°. D 7 v 7 ° \ \ D..D 76 %n D D'. v. /d(:D �6 D.. D D,� v D. p V.^°° ° Jn \\\\ FINISH GRADE ° o JJ D D D d a l l - Dv ° _ O \ 18.81 6 a ,/ D D° a °D D D Q° 4 Q ° 4 0 'BACK FACE OF CURB 0 ti ° D ,/ ti ° P D a ° EL-17`25 19 D K ° J 18.4 D ° \ _18.4 d '17 ° 8 - ° .° , .. D .. D SSOO-17 J aD .v D D FF 'D ° °D Q _ vD v D �v v \/ .. D� D .. D _ D 4° \ \\ FINISH GRADE (� D \\7 o ° D J Q Q D ti D Q ti g \\ \ \ \\ BACK FACE OF CURB D p a D a ° J,/ ° ti o Q Q M EL- D v D �� v D Q! ° v D d 4Q ° QaQ ^� 7 p ° -° � �° c� Jam/ D v v � v v D D D p � v _ Q 1(J.4O p ° a Q 11611 Q D D v BAD VAR D D Q ° �6 d° 61 a , a d `/ D\IV o J 7�CIa D D T� DV pO 6 - d' a D °° d vDt7. ._ ° v v D D D O1°G °° D -JJ .D .. ° D o�. v D v 1�•. I I v Q0 ° d ° v J / D aD D p a D '.D FINISH GRADE ° D ti v P ti p I I ° BACK FACE OF CURB ^^\ G� - ° 4 a ° (` -° _ J� - D - p D ° D v v . v v D v 1 8. V D° D w -° ° Q a 4 Q CA� EL-17.62 \ v D �/ / '� v :v Q D p D .D _ v vD D I I ° 4 _ 4' ° ° d. °a... Q - K -�//Jw.J/� � D X D Q Q �/ / � D D v !D D QO 6 ° ��/ D. D °D ° DD/ D - °. _ Q .4 a. 4 4 Q y.\ • \ \ \ \ \\ \ \ \ \ \ \ c 17.13 i7. J .v a �] ° _ ° °.% \ \ \ \\ \\ \ \ ° R °D 8 a �0 I 1 y2 1 ° �8 79 ` D' � ) D' -Dv �11 D .6� _ D ° ° D a D v �`+, 64a �7 Q ° �° � L1�( ,p p �.6� ° vD �[,J• `. VAO _ �60 ° O d •&6'aQ ° Q ®.° -•,� ° w \ \ \\ l\\ \ \ \ 9 V «fill J Cll f Fd V v� Q D_ 4Q '�. 1 \\ \ \\ D v D D ° c D v D D ° D ° I I ° ° Q Q 4 d ° Q ° $a = / J p p`. D °. ° ° _ _ D `/ _ D � D ° .. I I O Q, ° ° ° 4 0 ° ° F O ° D JJ `/. D..' D °' Q a Q 4 Q° °° ° d °. Q d ° d d ° ° Q FINISH GRADES C� -� �` 0 D D °. ° ° ti - D D_ D °. BACK FACE OF CURB 8 J D . `'p ° v ° Q ° m °° EL-17.51 ti ° I I ° 5 d Q ° - \ \ LAKE WASH N GTO N \\ \ \ \ FINISH GRADE @ a Pti v _j J 18.8 ° v p ti D a D ° ° I I ° ° a m \ \\ \ \ BACK FACE OF CURB / D a ° d Cb \ \1` Q D v J �l J D � ° � v - v D 4Q 4 - ° ° ° Q ° ° ° SUMMER _ EL 15.18 �GVD29 EL-17.62 9.00 1 18 ° N4 �J \ \\ \ �/ ° D ° ° •� 1 8.8 O ° D D ° D ' ° •8 ° D D p_/ ; D \�• I I �.7�0 ° °4 _ •8Lt°- ° '. ° �l d �7d Q - ° ° 1 I 1 ) WINTER o EL 13.18 NGVD29)/ \ \ \ \ I� (/\ ° \7 ° I I ° Q C! f\ J J S500-17 JS500-16 v' D D F7 /1 � / / D � D v \7. � D D p ° �7 d 4 d 1 11I1 �► J J D� II \��� \ \ D D 18.6 D p Q ° Q ° d \\ / / / / '..D .. _ _ D °' D ° JJ v. D D. �D v v �' .tea° Q ° ° °� O ° ° N a \\ \ J / \/ D D ° D ° v p ° �7 D 00 D 00 Oj ° °� O� ° d:d ° 00 C 5 \ J \7 D ° o� \\ \ \ FINISH GRADE JJ �JJ ti D D ti i Q ° ° ° BACK FACE OF CURB �° v Q ti 0 1 I 7 Q� ° EL- 18.4 8 8 8 Q 8 ° 8 9' _j ti D 6 °^,� I I �O ° 6oQ 86 a Q l END J� D _ P � D o I I ° ° Q I 1 ` �/` \ 7 ° v a ° ° D I ° Q ° d. \� Lk � �N: 185717.16-, \ �\ E: 1299831.02 D ti ti ° a �a a°4 ,/ BEGIN \7 p °DaD " J N: 185717.io 8 p '\7 ° D Q Qa a d 4 d a° ° / \\� \ \� ��'Z `✓ o v \ l \\ \ FINISH GRADE @ J E: 1299831.09 FACE OF WALL I J 1 \ 1 o 6' EL-16.70 .8 v D SS °1860 a 788s Q 1g �, ° , �. p ° D D° v 4Q Qa°_ 8_ ° / \ 1 p ° 4 ° �< a �\ �v /� \7 D D ° ° D b D 1 8.00 -� p� D D °D ° °Q ° d Q 4 a ° 4 ° Q 17 '11 ^ � `/D -D vD `v Q {I) 1 1 `1 \` �-O / ✓) (J l/l �- 500-16 D D ° D v v�. ° D D D I I 18.36 - ° -a d ° 7 ° D ° Q D Q I I d Qa Q ° ° ° d $ Q ° CO \ FINISH GRADE ® J D D \7Q a D I .�� /) �O� o \) \\ \ FACE OF WALL a D D D o L/ i.l� Ii �. n 1 ` \` •� D�0�. / D.. �. D (�%�� L EL-16.70J\_L i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION MATCHLINE, SEE SHEET C500-2B BY I APPROVED I DATE of wesh� �f BOE//V" �P �1 x 31271 w� ��ssioNaL 20 0 20 40 scale feet DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT 14.5" THICK CEMENT 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. 3. SEE SHEETS C500-213 THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAI LS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 1 COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C500-3Q ELEVATIONS PER C> MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-31.1 FOR LID ELEVATIONS. E> PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL C500-2G PROVIDE FLUSH CURB AND ACCESS PER DETAIL C500 2H 5� PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. © PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. PROVIDE INTEGRAL CURB AND STEM WALL PER SHEET S500-16 IL 1. ® PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE C500- H PROVIDE REINFORCED CONCRETE COLLAR AT EXISTING DRAINAGE STRUCTURE PER SECTION 1E ON SHEET C500-3L. 10 PROVIDE TRANSITION TO EXISTING HMA PER DETAIL C500-2G CIVIL PERMIT GRADING/PAVEMENT PLAN - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401344 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 01 wI\ \LIV W4700331 J `' A ""' ` 10/01 / 18 SHEET U500-2C C27- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-2C M O i O w 0 N 00 N u; 0 z 0 1= 0 ca m J J\E FINISHBACK FAC FINISH GRADE @ BACK FACE OF CURB EL-17.61 FINISH GRADE @ BACK FACE OF CURB 6' EL-17.68 I AVF- WAcu1N1(-`TnNI SUMMER _ Eb 1'5. E� NGV11 29 WINTER EL�13. G 8 1 D 9 1 0 �c � � DNF \\ \ \\ \ 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 FINISH GRADE @ BACK FACE OF CURB EL-17.54 BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 FINISH GRADE @ BACK FACE OF CURB EL-17.67 FINISH GRADE @ BACK FACE OF CURB EL-18.07 ` 18.76 FINISH GRADE @ BACK FACE OF CURB - EL- 17.95 FINISH GRADE @ BACK FACE OF CURB EL-17.77 FINISH GRADE @ BACK FACE OF CURB EL-18.03 FINISH GRADE @ BACK FACE OF CURB EL-17.84 FINISH GRADE @ BACK FACE OF CURB EL-17.88 REVISION MATCHLINE, SEE SHEET C500-2E MATCHLINE, SEE SHEET C500-2C BY I APPROVED I DATE P. Tt of wqg,� 'f x 31271 w� ��`sSIONaL BUILDING 20 0 20 40 n , scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE LEGEND 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT 14.5" THICK CEMENT 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. 3. SEE SHEETS C500-213 THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAI LS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. � 1 2 COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C300- 3Q ELEVATIONS PER 2> MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3V FOR LID ELEVATIONS. 5 PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL C500-2G ® PROVIDE FLUSH CURB AND ACCESS PER DETAIL I � C500 2H 5� PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. © PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. 7> PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE II \ C500 2H CIVIL PERMIT GRADING/PAVEMENT PLAN - SHEET 4 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401345 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 01 W4700331 J' ""' A ""' ` 10/01 / 18 C500-2D C28. JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-2D CIVIL MASTER i I w 0 N 00 N u; 0 z 0 1= 0 A ca m J FINISH GRADE BACK FACE OF CURB EL-17.43 / 1 I �L I S500-17 1 18.95 J 18.92 FINISH GRADE BACK FACE OF CURB \ \ EL-17.62 \ \ 1 I MATCHLINE, SEE SHEET C500-2F ° a . T .°. d OJT '0 d d d a° ,DD O d d°° pd' ° d 11 d .. '.a a Gd .��'J° d a d ° d a d V ,� o a° d a d 8 a° d d d _ ° j�9 0 . d d 1 I dd d °. °2 CIO .. d O d 18.86 ° 18.63 4. ° d d °a d° 4 O° a°�O1 d _da dA A Y, v I °.. w•. d.. d° 4a I °° d _ 6 ° 4 d° d d d 18.26 d d d a d ° ° d d • 18.26 a a d a \ d' ° C d ° 9 d Q ° ° 4 d. a 4d a "��6 a c pd Q 3 d ° - d d ° O .. O d ,d d 011 FINISH GRADE BACK FACE OF CURB �0 e �� EL-17.57 °� 8 d .0 d° II I III I \ / I I I I I/ I � 14 0 13 13 4-82 BUILDING °d d FINISH GRADE 18.50 ° �� d ° d° ° d ° ° d ;�g°� �`o, ° . a 1 \ BACK FACE OF CURB I \ EL-18.24 18.30 1 6 D v i ° v ° X W v "7 3 FINISH GRADE p D ap D ° ° . 8.69D BACK FACE OF CURB 1$.64 0 p P \7 ° p EL-18.46 p P ° ° ' ° ° o 3 ', D D A��' ry ^��' D � D 0 D P: 41 FINISH GRADE ® ° P� ° o ° P D `V BACK FACE OF CURB 1 8.80 EL-18.31 ° v p o D N R D P D ° D D ° v D '� MATCH EX- v "7 FINISH GRADE 18.80 �-/° ti P 8.32D aP BACK FACE OF CURB ° p Dv D ° ° D D � D77 D o D / EL-17.84 P D° v D V v D gyp.' ° ° 8.61 D ti t7 ZOO � D •�, ° °. 18.00 tiD 1�. ^I , \ / v '7 D P a v a ° do 5 ° FINISH GRADE ° D ° D° ° P tiv D 8.36 D tiD ° P D FACE OF EL-17.78 CURB 18.80' °' 8 D� ° D v D v p v D ° D° "7BACK ° D I I I I `7\ D DF7 13 O�O ° •vh D 8.61 ° tiv ° ,,2 o II vti D I �I P FINISH GRADE ® D P ti ° 8 D D $.39 D` D ° oo- I I o0O p D \7 D v D BACK FACE OF CURB 8.80D D \_, DA�. I I ° D o o D Dti I EL-17.62 "7 D w p - "7 \7 D D D ° 8,61\7 ° v D D \l/ h v C, � � ° P D D I D aP F7 / \ I FINISH GRADE ® D P ° / Dti I \ BACK FACE OF CURB D 18.38 EL- d I 8.80D vD ° ti D D D v D v 1�7 D` ` P D p ` D vp MATCHLINE, SEE SHEET C500-21D i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM APPROVED I DATE SPT 06/08/18 SYM REVISION BY I APPROVED I DATE I 18 D 18 D �7 D Op ° v�6 ° v II D �D D >G 0 CD "7co D D W v IIr_� ti° D Q P. of WA �f x 31271 w� ��`sSIONaL I LEGEND 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT 14.5" THICK CEMENT 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. 3. SEE SHEETS C500-2G THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAILS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 1 COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB I� LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C300-3R ELEVATIONS PER 2> MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3W FOR LID \ ELEVATIONS. PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL 5 C500-2G U 0 4 PROVIDE ISOLATION JOINT AT EXISTING UTILITY VAULT C500 2G PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. 0-- © PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. 7 PROVIDE FLUSH CURB AND ACCESS PER DETAIL C500 2H ® PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE I C500 2H cr \ z 00 - 0 W 00 20 0 20 40 n , scale feet DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER u KEY PLAN CIVIL PERMIT., GRADING/PAVEMENT PLAN - SHEET 5 APRON R INFRASTRUCTURE RENTON SITE SITE SCALE: N.T.S. R-401346 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 01 W4700331 - 06/08/18 SHEET C500-2E C29- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-2E C'7 i i LU 75 N O N 00 CD u; 0 z 0 1= 0 ca J LAKE WASH NGTON SUMMER o EL 15.18 (NGVD29) �00/ WINTER o EL 13.18 (NGVD29) <L IJ 'z %d I 2- - Lf 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM — APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 B DNR COMMENTS W47003311 ABAM I SPT 1 10/22/18 REVISION MATCHLINE, SEE SHEET C500-2E BY I APPROVED I DATE P. of WA �f x 31271 w� ��ssioNaL �" LEGEND 1 END END 4 N: 12" THICK REINFORCED 186273.53 N: 186273.53 �� E: 1301206.98 E: 1301206.98 CONCRETE PAVEMENT 12" THICK REINFORCED <b BEGIN 4 CONCRETE RELIEVING SLAB N: 186269.95 :> 00 �8 ° E: 1301194.48 14.5" THICK REINFORCED 67 \ CONCRETE RELIEVING SLAB END a a ° N: 186269.95 3 14.5" THICK REINFORCED `86S a ° � E: 1301194.48 CONCRETE PAVEMENT CO PCCP SLAB POURED DIRECTLY ONTO ROUGHENED EXISTING CONCRETE. I� THICKNESS VARIES. SEE GENERAL NOTE 3. 4-83 BUILDING „ 14.5 THICK CEMENT CONCRETE PAVEMENT 4 d ° 1� ° I-\- GENERAL NOTES 20 0 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE 200—FT SHORELINE SETBACK PER CITY OF RENTON 82 BUILDING Al L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE 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 SHEETS C500-213 THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAILS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-21-1. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. PROVIDE INTEGRAL CURB WITH NO EMERGENCY DRAINAGE SPILLWAY ►I C500 2H 2� PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE I� C500 2H 3 PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL C500-2G C> PROVIDE TRANSITION TO EXISTING HMA PER DETAIL C500 2G PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M 6 PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. CIVIL PERMIT GRADING/PAVEMENT PLAN - SHEET 6 r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. R-401347 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 U1 W4700331 J' ""' D " ' ` 10/22/ 18 C500-2F C30. JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—0500-2F CIVIL MASTER SITE I J V I I I > 1'-6" C500-2G o 0 I PAVEMENT PLAN TYPICAL C500-2A SCALE: NTS THRU C500-2F i2:� PAVEMENT JOINT DETAIL C500-2A SCALE: NTS THRU C500-2F TRANSVERSE CONTRACTION OR CONSTRUCTION JOINT (TYP.) 7 -LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS (TYP.) 7 DOWEL BARS 1 J" DIAMETER x 18" LONG ON 12" CENTERS TYPICAL ALL PAVEMENT SECTIONS UNLESS NOTED IN THE PLANS FA DOWEL BARS 1 "' DIAMETER x 18" LONG ON 12" CENTERS TYPICAL ALL PAVEMENT SECTIONS UNLESS NOTED IN THE PLANS SAWED GROOVE 8 WIDTH 16" MINIMUM TO 16" MAXIMUM OVER MIDPOINT OF BAR 500-2G 9" SEE STD. SPEC. 5-05.3(8)B ° ° CV a a ° o 0 ° 18" ° 7 a a ° DOWEL BAR 1 "' DIAMETER x 18" LONG ON 12" CENTERS CONTRACTION JO T C500-2A SCALE: NTS THRU C500-2F SAWED GROOVE 22" DEEP WIDTH J" MINIMUM TO A" MAXIMUM 8 DEPTH 1" MINIMUM 9.> SEE STD. SPEC. 5-05.3(8)C 500-2G 4 cV a a a o a ° in a 18" ° ° - a a ° a a FULL DEPTH BOND BREAKER SUCH AS TAR PAPER TO PREVENT BONDING CONSTRUCTION JOINT C500-2A SCALE: NTS THRU C500-2F DRILL AND GROUT a a EXISTING PCCP o A 'd ° a SAWED GROOVE WIDTH T'6" MINIMUM TO 5" MAXIMUM DEPTH 1" MINIMUM SEE STD. SPEC. 5-05.3(8)C PCCP, o a ° ° ra ° 1 "' DIAMETER x 18" LONG ON 12" CENTERS 12> I DOWEL BAR 1 DIAMETER x 24" LONG ON 12" CENTERS PCCP TO PCCP CONSTRUCTION JOINT C500-2A SCALE: NTS THRU C500-2F GENERAL 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 SUBGRADE PREPARATION; CONFORM WITH WSDOT STD SPEC 2-06 6. 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 C500-2A THRU C500-2F. 7. PREPARATION OF PAVEMENT SUBGRADE SHALL BE PER WSDOT STD SPEC. 2-06 OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. SEE SUBGRADE IMPROVEMENT PLANS FOR ADDITIONAL SUBGRADE PREPARATION DETAILS. 8. HIGH EARLY STRENGTH CONCRETE SHALL BE USED IN CRITICAL TRAFFIC AREAS AS DESIGNATED BY BOEING PROJECT MANAGER TO ACCOMMODATE CONSTRUCTION PHASING AND MANUFACTURING OPERATIONS. SEE GENERAL NOTE SHEETS G2 FOR ADDITIONAL CONCRETE SPECIFICATIONS. 9. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF F'c=4,000 PSI. 10. CRUSHED SURFACING BASE COURSE (CSBC) SHALL MEET THE REQUIREMENTS OF WSDOT STD SPEC 9-03.9(3) AND BE COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557 11. ALL JOINTS, INCLUDING JOINTS BETWEEN NEW AND EXISTING PAVEMENT, SHALL BE PLACED PER WSDOT STD SPEC. 6-02.3(13) AND SEALED WITH POURED RUBBER JOINT SEALER PER WSDOT STD SPEC. 9-04.2(2). 12. SEE STRUCTURAL PLANS FOR REINFORCED CONCRETE PAVEMENT DETAILS AND TRANSITION DETAILS ON SHEETS S500-16 THROUGH S500-19. FULL DEPTH BOND BREAKER SUCH AS TAR PAPER (NO REBAR) g C50�-2G a a ZA a a a ° a a NEW PCCP a a Q a EXISTING CONCRETE a D� D� DW CSBC a STRUCTURE a °D�DD�DDDD� a a \ \\ \\ \\ \\ \\ \\ X\ \\ \ SEE GENERAL NOTES SOGAT ON JOINT AT EXIST & NEW CONC INTERFACE C500-2E SCALE: NTS #5 EPDXY COATED TIE BARS AT 24" LONG, 3F" - - --- - - - REQUIRE� u m U a Z' SEE GENERAL NOTES 0_'� CONCRETE TO HMA PAVEMENT TRANSITION C500-2C SCALE: NTS C500-2F 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. a a ° a U C.) Lf, 4 Z Q' a CRUSHED SURFACING BASE COURSE (CSBC) SHALL MEET THE REQUIREMENTS OF WSDOT STD SPEC 9-03.9(3) AND BE COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D 1557. as ° a a. a L L1 ° 4 a L Q zi a a a ° a a ROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD SPEC. SECTION 2-06. SAWCUT LINE, HOT TAR AND SEAL JOINT TO EXISTING HMA OT HMA CLASS 1 /2" 64-22 ASPHALT CRETE PAVEMENT CLASS 4000 CONCRETE PER WSDOT STD SPEC SECTION 6.02 OR HIGH EARLY STRENGTH CONCRETE PER NOTES ON SHEET G1. ° ° a ° a 7 a ° a Q a ° a 4 Q a a z a UNRE NFORCED CEMENT CONCRETE PAVEMENT 00-2G SCALE: NTS CIVIL PERMIT R-401348 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowfer 12/20/2018 01 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ESIGNB AND/OR CHECKED 06 08 18 GRADING/PAVEMENT DETAILS - SHEET 1 W4700331 A 11/26/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A SPEC UPDATE W4700331 ABAM SPT 11 / / 26 18 ® ����� ENGINEER TITLE APRON R INFRASTRUCTURE CHECKED � >- APPROVED BY DEPT. DATE BEE 06 08 18 JOB NO. C500-2G C31- RENTON SITE �o R 31271 o ww COMP NO. APPROVED ss�oNAL �W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG No. 4-APRON-R-0500-2G 75 N O N 00 N L 0 z E 0 c 0 A ca J EXIST. SUBGRADE FULL DEPTH TEMPORARY ASPHALT PAVEMENT Jli/1LL. IV 1 J RESTORATION LIMITS TEMPORARY ASPHALT CONSTRUCTION NOTES HMA CL-1/2" PG 64-22 4" COMPACTED DEPTH CRUSHED SURFACING BASE COARSE 21" COMPACTED DEPTH PROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD SPEC. SECTION 2-06 FULL DEPTH TEMPORARY PAVEMENT REPAIR AT UTILITY TRENCH )U/-\LL. IV I J /XX\ CSBC r\ ELEVATION PER PLAN GRAVEL BORROW NOTE: PROVIDE 12" WIDE CURB-CUT/BLOCK OUT AT 20' O.C. FOR EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS. SEE DETAIL 5. PROVIDE DOWELED CONSTRUCTION JOINT DEPTH PER PLAN 12" MIN NEW CSBC VARIES f 12" EX PCCP __ TO BE REMOVED EX SUBGRADE INTEGRAL CURB AND THICKENED EDGE AT UNRE NFORCED CONCRETE 0500-2A SCALE: NTS C500-2C THRU C500-2F SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 REVISION BY I APPROVED I DATE DNR SHORELINE GRAVEL BARROW PER WSDOT STD SPEC 9-03.14(1) COMPACTED TO 95% OF MAX. DENSITY PER ASTM D1557 OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER — 6" CSBC t X EDGE OF EXISTING/PROPOSED PAVEMENT tt`r \!:I' 1 GRAVEL BORROW BOEING APRON R DEPTH PER PLAN 12" MIN NEW CSBC ±12" EX PCCP VARIES TO BE REMOVED SEE NOTES I 10-FT WIDE ACCESS WITH FLUSH INTEGRAL CURB AND THICKENED EDGE C500-2C SCALE: NTS THRU C500-2F DRAINAGE SPILLWAY 20'-0" O.C. 20" 1 1 ° p ° ° 12" 12" NEW PCCP EMERGENCY DRAINAGE SPILLWAY_ C50�-2A SCALE: NTS THRU C500-2F of wesh� �f x 31271 w� ��ssioNaL V-�"�`�'� 6" 1 36" 1 CEMENT CONCRETE PAVEMENT PROVIDE 1/2" 12" PROVIDE DOWELED RADIUS (TYP) ELEVATION PER PLAN CONSTRUCTION JOINT #4 ® 12" O.C. 11.50 2" CLR TOPSOIL A �--- — —� 1 4" CURB ° / PER PLAN �'. N Pi#4 BAR ° DEPTH PER PLAN D I D D �I \r-3 CLR — 12 MIN \ \jam NEW CSBC \' \\ #4 © 12 EA WAY T&B \ \ EX SUBGRADE I } D. ° . I PROPERTY LINE GRAVEL BORROW BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ACCEPTABILITY DRAWN JDM DATE 06/08/18 SUBTITLE THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED SPT 06/08/18 ENGINEER BEE 06/08/18 TITLE APPROVED BY DEPT. I DATE INTEGRAL CURB AT UNRE NFORCED CONCRETE SCALE: NTS CIVIL PERMIT, R-401349 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 GRADING/PAVEMENT DETAILS - SHEET 2 v W4700331 J `­­ /� n 12/14/18 SHEET APRON R INFRASTRUCTURE (;500-2H C32- RENTON SITE FOBC, No. 7��O. W4700331 CIVIL MASTER SITE RENTON, WA No. 4—APRON—R—0500-2H MATCHLINE, SEE SHEET C500-2K O i O w 75 N O N CO CD u; 0 z 0 1= 0 ca J 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM I REVISION I BY — I APRON R INFRASTRUCTURE W47003311 ABAM INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT APPROVED I DATE SPT 06/08/18 SYM C41wflell BY I APPROVED I DATE P. of WAsh� �f x 31271 w� ��ssioNaL 1 " = 20' 20 0 20 40 scale feet UNAWN UAI L SUBTITLE ACCEPTABILITY JDM 06 08 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 GEOSYNTHETIC RETAINING WALL BENCH ELEVATION: 6.0 FT GEOSYNTHETIC RETAINING WALL BENCH ELEVATION: 7.5 FT GEOSYNTHETIC RETAINING WALL BENCH ELEVATION: 9.0 FT GEOSYNTHETIC RETAINING WALL BENCH ELEVATION: 10.5 FT GEOSYNTHETIC RETAINING WALL BENCH ELEVATION: 12.0 FT IN —WATER FILL SUBGRADE IMPROVEMENT BENCH ELEVATION: 13.0 FT FACE OF STRUCTURAL EARTH WALL *BENCH ELEVATION IS DEFINED AS THE BOTTOM OF SUBGRADE IMPROVEMENTS AND THE TOP OF DRIVEN TIMBER PILE. SEE GENERAL NOTE 3. 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. 4. SEE SHEET C500-2M FOR STRUCTURAL EARTH WALL PROFILES. 5. GEOSYNTHETIC RETAINING WALL SHALL BE CONSTRUCTED PER DETAIL 1 ON SHEET C500-2S. 6. SUBGRADE IMPROVEMENTS SHALL BE CONSTRUCTED PER DETAIL 2 ON SHEET C500-2S. 7. IN —WATER FILL SHALL BE CONSTRUCTED PER DETAIL 3 ON SHEET C500-2S. 8. SEE STRUCTURAL PLANS FOR STAGED DEMOLITION OF PILE SUPPORTED STRUCTURES, TEMPORARY SHEET PILE CONTAINMENT WALL, AND PERMANENT CONCRETE STEM WALL DETAILS. CONSTRUCTION NOTES TIMBER PILE OUTSIDE OF TEMPORARY SHEET PILE CONTAINMENT WALL DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" MINIMUM BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3. :� NORTH FACE OF GEOSYNTHETIC RETAINING WALL ALIGNMENT :� SOUTH FACE OF GEOSYNTHETIC RETAINING WALL ALIGNMENT 5� TEMPORARY SHEET PILE CONTAINMENT WALL CIVIL PERMIT, SUBGRADE IMPROVEMENT PLAN - SHEET 1 KEY PLAN SCALE: N.T.S. R-401350 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTEII011YOSsl DEVELOPMENT ENGINEERING afowler 12/20/2018 06/08/18 APRON R INFRASTRUCTURE C500_2J C33 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, Wq Dwc No. 4—APRON—R—0500-2J CIVIL MASTER lei co 0 N Co CD u; 0 z 0 1= 0 c� N J C500-2R 12 'EN 500-2 MA 0 3 1 TYP. _ 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o li�: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o M o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�Fo 000000 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 011 0 0 o o o o O o O o o o C500-20 :) 0 0 0 0 0 0 0 ° 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 C) i Ber erABAM CALL 48 HOURS BEFORE YOU D I G 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 m IN 'E' 500-2 3 0 3 0 MATCHLINE, SEE SHEET C500-2L 2 1 TYP. 3 + 0 + +> + ++ + ° 0+ 0 2 TYP. o+ o + + +°++° +° +0++°++0++t+t+t+t+t+t++0 +° +° +° +° +° + t + + + + + + + + + + + + + + t t t t + + +° +° +° +° +° +° +° + + + + + °+ ° ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ + + +° +° +° +° +° +° +° +°+°+ °+ °+ °+ ° + + + + + + + + + + + + + +° +° +1)+0+0+0+0+0+°+0+0+0+0 I I I I I I I I I I I I w +0 +° +° +o +0 +o +0 +0+ °+ o+ 0+ 0+ 0 + + + + + + + + + + + + + iA +° +° +° +° +° +o + 0+ °+ °+ °+ °+ o + + + + + + + + + + + + + +° +° +° +0 +o +o +o + 0+ 0+ 0+ o+ 0+ 0 + + + + + + + + + + + + + +0 to to to +° +° +° + o+ °+ °+ °+ °+ o + + + + + + + + + + + + + +0 to to t0+0+0+0+0+0+0+0+ 0+ C + + + + + + + + + + + + + +0 to +o to to to+0+0+0+ o+ 0+ 0+ C + + + + + + + + + + + + + to to +° ♦o ♦0 ♦0+0+0♦ o+ 0+ 0+ 0+ C + + + ° + + ♦ o + + ♦ o + + 2 TYP. + 0 + + + + + o + + o + + 3 + +0 + + +° INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT BY I APPROVED I DATE ABAM I SPT 06/08/18 SYM C41wflell MATCHLINE, SEE SHEET C500-2J BY I APPROVED I DATE P• of WAstil �f (ED OD Aff"'AIIEZW" x 31271 w� ��ssioNaL I I I I 1 1 i 1 I I I I I I I I I 1 I I I I I I I I I I 200-FT SHORELINE SETBACK PER CITY OF RENTON .: 1 " = 20' 20 0 20 40 scale feet 0 m I. I P-rP-NIFI SUBGRADE IMPROVEMENT BENCH ELEVATION: 9.0 FT IN -WATER FILL + + + + SUBGRADE IMPROVEMENT BENCH ELEVATION: 13.0 FT *BENCH ELEVATION IS DEFINED AS THE BOTTOM OF SUBGRADE IMPROVEMENTS AND THE TOP OF DRIVEN TIMBER PILE. SEE GENERAL NOTE 3. 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. 4. SUBGRADE IMPROVEMENTS SHALL BE CONSTRUCTED PER DETAIL 2 ON SHEET C500-2S. 5. IN -WATER FILL SHALL BE CONSTRUCTED PER DETAIL 3 ON SHEET C500-2S. 6. SEE STRUCTURAL PLANS FOR STAGED DEMOLITION OF PILE SUPPORTED STRUCTURES, TEMPORARY SHEET PILE CONTAINMENT WALL, AND PERMANENT CONCRETE STEM WALL DETAILS. CONSTRUCTION NOTES TIMBER PILE OUTSIDE OF TEMPORARY SHEET PILE CONTAINMENT WALL z DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" MINIMUM BELOW 0 2 EXISTING MUDLINE. SEE GENERAL NOTE 3. m SUBGRADE IMPROVEMENT BENCH ELEVATION SHALL BE A MINIMUM OF 2 FEET BELOW PROPOSED UTILITIES AND SPAN ACROSS A MINIMUM OF 2 PILES. O N 4� TEMPORARY SHEET PILE CONTAINMENT WALL CIVIL PERMIT KEY PLAN SCALE: N.T.S. R-401351 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDM UAI L 06/08/181 SUBTITLE SUBGRADE IMPROVEMENT PLAN -SHEET 2 CURRENT REVISION W4700331 SYMBOL — DATE 06/08/18 CHECKED SPT 06 08 18 SHEET C500-2K C34 ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG No. 4—APRON—R—0500-2K M T_ O i O i W lei co 0 N CO CD u; 0 z 0 1= 0 A ca J ii ♦ 200-FT SHORELINE SETBACK PER CITY OF RENTON I I I MATCHLINE, SEE SHEET C500-2K 4), Ber erABAM INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER CALL 48 HOURS " A SEPARATE BUILDING PERMIT BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CONST.PHASING & PIPE DEPTH W4700331 ABAM SPT 10/09/18 P. of WA �f x 31271 w� ��ssioNaL V-�`�'� --—— — — — — — - I I I I I I I I 1 " = 20' 20 0 20 40 scale feet DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 ■Sill■\I� SUBGRADE IMPROVEMENT BENCH ELEVATION: 7.5 FT IN —WATER FILL + + + + SUBGRADE IMPROVEMENT BENCH ELEVATION: 13.0 FT *BENCH ELEVATION IS DEFINED AS THE BOTTOM OF SUBGRADE IMPROVEMENTS AND THE TOP OF DRIVEN TIMBER PILE. SEE GENERAL NOTE 3. 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. 4. SUBGRADE IMPROVEMENTS SHALL BE CONSTRUCTED PER DETAIL 2 ON SHEET C500-2S. 5. IN -WATER FILL SHALL BE CONSTRUCTED PER DETAIL 3 ON SHEET C500-2S. 6. SEE STRUCTURAL PLANS FOR STAGED DEMOLITION OF PILE SUPPORTED STRUCTURES, TEMPORARY SHEET PILE CONTAINMENT WALL, AND PERMANENT CONCRETE STEM WALL DETAILS. CONSTRUCTION NOTES TEMPORARY SHEET PILE CONTAINMENT WALL DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" MINIMUM BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3. SUBGRADE IMPROVEMENT BENCH ELEVATION SHALL BE A MINIMUM OF 2 FEET BELOW PROPOSED UTILITIES AND SPAN ACROSS A MINIMUM OF 2 PILES. CIVIL PERMIT SUBGRADE IMPROVEMENT PLAN - SHEET 3 KEY PLAN SCALE: N.T.S. R-401352 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 W4700331 J' ""' A ""' ` 10/09/ 18 APRON R INFRASTRUCTURE C500-2L C35 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WA DWG NO. 4—APRON—R—0500-2L CIVIL MASTER lei co 0 N 00 N L 0 z E 0 1= 0 c� N J 30 25 20 15 B 10 5 0 (9) (9) 00 Lq I'7 U� N U-) U7 �C; o � coo TOP OF GEOSYNTHETIC RETAINING WALL N (D 0 0 + it AT EL 15.0 N n n n n "' "' TOP OF GEOSYNTHETIC RETAINING WALL AT EL 15.0 "' `n EXISTING MUDLINE EXISTING GRADE FINISHED GRADE -----�--- - ---- --- ------ ------------- F----- - - - ---------- - - - -------------------- - - - - ---------- .1 ------------- - --- - - ---- ---- -------1 --------- --------- - - - - - - - - - - - - - - - - - - ---- ----------- - - - - - - - - - - - - - - - - - - - ---- --------- -------------- - + -- - ---- ENCH EL 12.0 BOTTOM OF GEOSYNTHETIC RETAINING WALL _ _ - - - - - BENCH EL 10.5 BENCH EL 9.0 - - BENCH EL 9.0 1 BENCH EL 7.5 _ - __ -_ _-- _-- - IBENCH EL 7.5 -- -- -- BENCH EL 6.0 _ BENCH EL 6.0 ANGLE POINTS (TYP.) LWALL NORTH FACE OF GEOSYNTHETIC RETAINING WALL BENCH ELEVATION 0+00 30 25 20 15 BEN 10 5 0 A Mai 1 +00 NORTH FACE OF GEOSYNTHETIC RETAINING WALL SEE ALIGNMENT ON SHEET C500-2J n n n n n n 2+00 n n IN I SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 0 0 2+33 n n CO cl) O + O II Q U7 !� r7 + CD II Q Lf') + O II Q n r- + O II Q rn + O II Q O + II Q N c0 N + II Q a) 110 + II Q m L0 + II Q 00 n (D + II Q EXISTING GRADE N 0') + II Q a) N O + N II Q � r7 r7 + N II Q TOP OF AT EL GEOSYNTHETIC 15.0 RETAINING WALL FINISHED GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - -------- - --- ------ -- ----- --------- --- ------ --------- -- ------- ----- --- --- ----- ------- -- ------- -- CHEL 12.0 ------------ ' BOTTOM BENCH EL 9.0 -- OF ------- GEOSYNTHETIC RETAINING -- WALL ------- - -------- - --- ------ -- ----- --------- I BENCH BENCH EL 9.0 --- EL 10.5 ------ --------- -- ------- ----- BENCH EL 12.0 BENCH EL 6.0 \� L SOUTH FACE OF GEOSYNTHETIC RETAINING WALL BENCH ELEVATION 1 WALL ANGLE POINTS (TYP.) 0+00 i BeraerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 1 +00 SOUTH FACE OF GEOSYNTHETIC RETAINING WALE SEE ALIGNMENT ON SHEET C500-2J INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 REVISION BY I APPROVED I DATE P. of WAsh� �f BOE//V" �P �1 x 31271 w� ��ssioNaL 2+00 i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 IN SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 0 0 2+39 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. 4. GEOSYNTHETIC RETAINING WALL SHALL BE CONSTRUCTED PER DETAIL 1 ON SHEET C500-2S. 5. SUBGRADE IMPROVEMENTS SHALL BE CONSTRUCTED PER DETAIL 2 ON SHEET C500-2S. 6. IN -WATER FILL SHALL BE CONSTRUCTED PER DETAIL 3 ON SHEET C500-2S. 7. SEE STRUCTURAL PLANS FOR STAGED DEMOLITION OF PILE SUPPORTED STRUCTURES, TEMPORARY SHEET PILE CONTAINMENT WALL, AND PERMANENT CONCRETE STEM WALL DETAILS. 10 0 10 20 HORZONTAL: scale feet CIVIL PERMIT. 5 0 5 10 VERTICAL: scale feet R-401353 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDMCHECKED UAI E 06 08 18 SUBTITLE SUBGRADE IMPROVEMENT DETAILS - SHEET 4 CURRENT REVISION W4700331 SYMBOL A DATE 10/01/18 SPT 06 08 18 SHEET C500-2M C36- ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, Wq APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG NO. 4-APRON-R-0500-2M 75 0 N 00 N u; 0 z E 0 1= 0 c� N m J 25 20 15 10 5 7 —5 0� 25 20 15 item 7 0 0i _o SUMMER - 15.18 NGVD 29 o WINTER - 13.18 NGVD 29 4 O 10 4 00 _5= TEMPORARY PLANE BYPASS 2 7 2 5 3 4 da. TOP OF WALL EL 15.00 I 44 4 d 4 I I + + + + + + + + +++ +++++++ 1 I 4 + + + + + + Er + + + + + + + + + 0000000 0000 0 9 6 O O O O O O 4/ O O O O 0 I 8 O O O O O O O O O 0 0 O O O O O O ' Ll 4 10 Ll GEOSYNTHETIC 1 RETAINING WALL AREA BENCH (TYP.) o SUMMER - 15.18 NGVD 29 o WINTER - 13.18 NGVD 29 4 O O� 0 0 � 0 4 10 00 4), Ber erABAM CALL 48 HOURS 33301 9th Avenue South Suite 300 BEFORE YOU DIG Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED - APRON R INFRASTRUCTURE W4700331 ABAM SPT A CITY OF RENTON COMMENTS W4700331 ABAM SPT INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT DATE 06/08/18 10/01/18 SYM REVISION 1 +00 -GEOSYNTHETIC RETAINING WALL SECTION 500-2J SCALE: NTS BY I APPROVED I DATE CONSTRUCTION NOTES DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3. :� TEMPORARY SHEET PILE CONTAINMENT WALL 3� EXISTING GRADE 4� EXISTING MUDLINE PAVEMENT FINISHED GRADE GEOSYNTHETIC RETAINING WALL SECTION SCALE: NTS P. of WA �f ® D ""A //V" �P �1 x 31271 w� ��ssioNaL 20 10 0 1 +45 SUBGRADE EXCAVATION LIMITS 7� NORTH FACE OF WALL g� SOUTH FACE OF WALL EXTEND GEOTEXTILE MINIMUM 10'-0" PAST EXCAVATION LIMITS TYPICAL 10 TIMBER PILE OUTSIDE OF TEMPORARY SHEET PILE CONTAINMENT WALL I F-(-` P-N I n G GEOTEXTILE (NON -WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3) X GEOGRID (TX160-475 OR TX7) GEOSYNTHETIC RETAINING WALL GEOGRID AND GEOTEXTILE. SEE SHEET C500-2S. a PCCP PAVEMENT SECTION CRUSHED SURFACING BASE COURSE PERMEABLE BALLAST O O O QUARRY SPALLS + + + PLANTING SOIL MIX 6" STREAMBED COBBLES ROCK FOR EROSION AND SCOUR PROTECTION CLASS A ROCK FOR EROSION AND SCOUR PROTECTION CLASS B 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. RIPARIAN PLANTING ZONE PER DETAILS ON SHEET L01A THROUGH L08. C> GEOSYNTHETIC RETAINING WALL CONSTRUCTION PER DETAIL 1 ON SHEET C500-2S. 3� TYPICAL SUBGRADE IMPROVEMENT CONSTRUCTION PER DETAIL 2 ON SHEET C500-2S. 4� IN -WATER FILL PER DETAIL 3 ON C500-2S. CIVIL PERMIT 20 10 0 —5 4 R-401354 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 100111116 afowler 12/20/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDMCHECKED UAI L 06 08 18 SUBTITLE SUBGRADE IMPROVEMENT DETAILS - SHEET 5 CURRENT REVISION W4700331 SYMBOL A DATE 10/01/18 SPT 06 08 18 SHEET C500-2N C37- ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG No. 4—APRON—R—0500-2N 75 0 N co CD u; 0 z E 0 c: 0 c� !n J SUMMER — 15.18 NGVD 29 WINTER — 13.18 NGVD 29 25 20 15 10 5 0 0+00 TEMPORARY PLANE BYPASS GEOGRID — EL 15.00 2 7 2 TOP OF WALL 5 I FEE> EL 15.00 3 4 I I d 44 d �- _dam I Q SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 + + + + + + + + + + + + d 0 000000 00000000 000 0000 O O O O 0 000 O 6 O O 6 O O O 0-0-1 O O O O O Q O Q—e— — 0-9•—� 6� �'-a CT O O - O O O O O O O O O O O O O O O O O O O 4 10 1 GEOSYNTHETIC RETAINING WALL AREA BENCH (TYP.) 8 GEOSYNTHETIC RETAINING WALL SECTION 00-2J SCALE: NTS 1 +00 20 10 0 0+00 14400 4), Ber erABAM CALL 48 HOURS 33301 9th Avenue South Suite 300 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED — APRON R INFRASTRUCTURE W4700331 ABAM SPT A CITY OF RENTON COMMENTS W4700331 ABAM SPT DATE 06/08/18 10/01/18 SYM C4*9KIR GEOSYNTHETIC RETAINING WALL SECTION SCALE: NTS BY APPROVED I DATE ��N P• T,tt, of wesh� �f -A� 31271 p ISTE 9 NAL V�G 20 10 SUBGRADE IMPROVEMENT AREA BENCH — EL 13.00 0 1+15 I F-r`FNIn G GEOTEXTILE (NON —WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3) X GEOGRID (TX160-475 OR TX7) GEOSYNTHETIC RETAINING WALL GEOGRID AND GEOTEXTILE. SEE SHEET C500-2S. a PCCP PAVEMENT SECTION CRUSHED SURFACING BASE COURSE PERMEABLE BALLAST O O O QUARRY SPALLS + + + PLANTING SOIL MIX 6" STREAMBED COBBLES ROCK FOR EROSION AND SCOUR PROTECTION CLASS A ROCK FOR EROSION AND SCOUR PROTECTION CLASS B 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. RIPARIAN PLANTING ZONE PER DETAILS ON SHEET L01A THROUGH L08. GEOSYNTHETIC RETAINING WALL CONSTRUCTION PER DETAIL 1 ON SHEET C500-2S. TYPICAL SUBGRADE IMPROVEMENT CONSTRUCTION PER DETAIL 2 ON SHEET C500-2S. ® IN —WATER FILL PER DETAIL 3 ON C500-2S. CONSTRUCTION NOTES DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3. TEMPORARY SHEET PILE CONTAINMENT WALL EXISTING GRADE EXISTING MUDLINE PAVEMENT FINISHED GRADE SUBGRADE EXCAVATION LIMITS NORTH FACE OF WALL SOUTH FACE OF WALL EXTEND GEOTEXTILE MINIMUM 10'-0" PAST EXCAVATION LIMITS TYPICAL 10 TIMBER PILE OUTSIDE OF TEMPORARY SHEET PILE CONTAINMENT WALL CIVIL PERMIT R-401355 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDMCHECKED UAI E 06 08 18 SUBTITLE SUBGRADE IMPROVEMENT DETAILS - SHEET 6 CURRENT REVISION W4700331 SYMBOL A DATE 10/01/18 SPT 06 08 18 SHEET C500-2P C38- ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG No. 4—APRON—R—0500-2P C'7 O w 75 0 N 00 N u; 0 z E 0 1= 0 a� c� N J 25 pill 15 10 5 0 0+00 25 20 15 10 672 0 0+00 4), Ber erABAM CALL 48 HOURS � 33301 9th Avenue South Suite 300 2 3 1 5 3 d 4d 4 I + + + + + + + o SUMMER — 15.18 NGVD 29 + + + + + + + + + + + + + + + + + + + 77 WINTER — 13.18 NGVD 29 2 :>\— :. 7 — X 6 JI 8 79 ��- GEOGRID — EL 11.00 - 0 1 4 SUBGRADE IMPROVEMENT AREA BENCH — EL 9.00 SUBGRADE IMPROVEMENT SECTION WITH OUTFALL C500-2K SCALE: NTS 20 10 0 0+99 CONSTRUCTION NOTES LEGEND G DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3. X D� TEMPORARY SHEET PILE CONTAINMENT WALL a . B� EXISTING GRADE EXISTING MUDLINE PAVEMENT FINISHED GRADE O O O SUBGRADE EXCAVATION LIMITS EXTEND GEOTEXTILE A MINIMUM 10'-0" PAST EXCAVATION LIMITS TYPICAL. DRAINAGE STRUCTURES TIMBER PILE OUTSIDE OF TEMPORARY SHEET PILE CONTAINMENT WALL GEOTEXTILE (NON —WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3) GEOGRID (TX160-475 OR TX7) PCCP PAVEMENT SECTION CRUSHED SURFACING BASE COURSE PERMEABLE BALLAST QUARRY SPALLS PLANTING SOIL MIX 6" STREAMBED COBBLES ROCK FOR EROSION AND SCOUR PROTECTION CLASS A ROCK FOR EROSION AND SCOUR PROTECTION CLASS B 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. RIPARIAN PLANTING ZONE PER DETAILS ON SHEET L01A THROUGH L08. OUTFALL PIPE. SEE STORM PROFILES ON SHEETS C500-2G THROUGH C500-2K. 3� TYPICAL SUBGRADE IMPROVEMENT CONSTRUCTION PER DETAIL 2 ON SHEET C500-2S. ® IN —WATER FILL PER DETAIL 3 ON C500-2S. 3 2 1 I I a 5 3 °° a a a a tea_ — a a 4 SUMMER — 15.18 NGVD 29 — + — — — — — + + + + a + + + + + + + WINTER — 13.18 NGVD 29 I ++++++++ O 00000000000 O 0000000000000000000 0000000000000 00000 00000000 M000000 00 7 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 117 z"n'=W04 6 0 0 — 1 SUBGRADE IMPROVEMENT GEOGRID — EL 15.00 AREA BENCH — EL 13.00 0 9 4 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED — APRON R INFRASTRUCTURE W4700331 ABAM SPT A CITY OF RENTON COMMENTS W4700331 ABAM SPT DATE 06/08/18 10/01/18 SYM CIIa9flou BY I APPROVED I DATE SUBGRADE IMPROVEMENT SECTION 00-2K SCALE: NTS P. of WA �f BOE//V� OD x 31271 w� ��ssioNaL 1 +00 CIVIL PERMIT 20 10 0 1 +54 R-401356 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDMCHECKED UAI L 06 08 18 SUBTITLE SUBGRADE IMPROVEMENT DETAILS - SHEET 7 CURRENT REVISION W4700331 SYMBOL A DATE 10/01/18 SPT 06 08 18 SHEET C500-2Q C39- ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, Wq APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG No. 4—APRON—R—0500-2Q 75 0 N 00 N L 0 z E 0 c 0 a� c� v7 U) m J 25 20 15 10 5 0+00 25 20 15 10 5 0 5 3 3 -------------------� d------,d--a ---- a -- -- a-----v=---- - -a-------.Q - d -- . 7 000000000000 7 6 6 GEOGRID - EL 15.00 1 SUBGRADE IMPROVEMENT AREA BENCH - EL 13.00 SUBGRADE IMPROVEMENT 500-2J SCALE: NTS 20 o SUMMER - 15.18 NGVD 29 o WINTER - 13.18 NGVD 29 10 5 0+42 25 MEN 15 ILI 5 0- SUBGRADE IMPROVEMENT 00-2L SCALE: NTS 2 1 5 3 3 4 I I d a a d' + + + + SUMMER - 15.18 NGVD 29 + + + + + + O O O O O 7 _ WINTER - 13.18 NGVD 29 0000000 000000 PL 6 o _ 1 GEOGRID - EL 15.00 4 SUBGRADE IMPROVEMENT AREA BENCH - EL 13.00 0+00 25 20 Lz_SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 10 5 SUBGRADE IMPROVEMENT C50�-2K SCALE: NTS 2 3 5 3 d d d 4 d �1 �O — 00 0000 0 7 6 GEOGRID - EL 15.00 4 1 2 SUBGRADE IMPROVEMENT AREA BENCH - EL 13.00 0+00 SUBGRADE IMPROVEMENT AT BARGE ACCESS C500-2K SCALE: NTS S500-12 20 10 5 0+42 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT 20 10 I F-r`P-NIn G GEOTEXTILE (NON -WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3) X GEOGRID (TX160-475 OR TX7) PCCP PAVEMENT SECTION CRUSHED SURFACING BASE COURSE PERMEABLE BALLAST O O O QUARRY SPALLS + + + PLANTING SOIL MIX MMER - 15.18 NGVD 29 6" STREAMBED COBBLES INTER - 13.18 NGVD 29 ROCK FOR EROSION AND SCOUR PROTECTION CLASS A i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ROCK FOR EROSION AND SCOUR PROTECTION CLASS B 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. RIPARIAN PLANTING ZONE PER DETAILS ON SHEET L01A THROUGH L08. 2� PERMANENT SHEET PILE WITH INTEGRAL CURB PER DETAIL S500-12 3� TYPICAL SUBGRADE IMPROVEMENT CONSTRUCTION PER DETAIL 2 ON SHEET C500-2S. 4 IN -WATER FILL PER DETAIL 3 ON C500-2S. CONSTRUCTION NOTES DRIVE EXISTING TIMBER PILE TO BENCH ELEVATION OR 2'-0" BELOW EXISTING MUDLINE. SEE GENERAL NOTE 3 P� TEMPORARY SHEET PILE CONTAINMENT WALL EXISTING GRADE EXISTING MUDLINE PAVEMENT FINISHED GRADE SUBGRADE EXCAVATION LIMITS 7� EXTEND GEOTEXTILE A MINIMUM 10'-0" PAST EXCAVATION LIMITS TYPICAL. g� DRAINAGE PIPE CIVIL PERMIT R-401357 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 100111116 afowler 12/20/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 SUBGRADE IMPROVEMENT DETAILS - SHEET 8 W4700331 B 10/09/18 - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WA G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 OD c°>� APPROVED BY DEPT. DATE BEE 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-2R C40 B CONSTRUCTION PHASING & PIPE DEPTH W4700331 ABAM SPT 10/09/18 w� �ocN3A'2L" � JOB N0COMP N0. I fl.V_ APPROVED RENTON SITE W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-2R FACE OF NORTH FACE OF GEOSYNTHETIC RETAINING WALL GOEOSYNTHETIC RETAINING WALL FINISHED GRADE 14.5" OR 12" PAVEMENT SECTION, SEE PAVEMENT PLANS o I I ELEVATION (VARIES) 4 a 4 Q 4 a a SEE PAVING AND < GRADING PLANS CSBC VARIES 12" MIN. I I 0 G G G G CD G G G G PERMEABLE BALLAST VARIES 6" MIN. 0 1 UPPER TAIL - FULL LENGTH I TOP OF SUBGRADE IMPROVEMENTS ELEVATION 15.00 - - - - - - - - - - L=0.8H MINIMUM L=0.8H MINIMUM I SEE PROFILE VIEW ON SHEET C500-2M VARIES ^ o----------� - - - - - - - 5'-0" MINIMUM 5'-0" MINIMUM I rI- 4'-0" MINIMUM 4'-0" MINIMUM \ I HEIGHT OF WALL UNIAXIAL GEOGRID (TYP.) I (H) o— — — — — — — — — — GEOTEXTILE WRAP (TYP.) BOTTOM TAIL - FULL LENGTH CD ---------- VARIES X X X X X X X X 0 0 0 O O 0 0 0 O O O I BENCH ELEVATION (VARIES) 01- 0 0 0 0 0 1 O 0 O O O c SEE PLAN VIEW ON SHEET C500-2J TIMBER PILES DRIVEN SEE GENERAL NOTES NOTE: BACKFILL FOR GEOSYNTHETIC RETAINING WALLS SHALL BE FILLED WITH PERMEABLE BALLAST PER WSDOT STANDARD SPEC 9-03.9(2). rf1 GEOSYNTHETIC RETAINING WALL CONSTRUCTION DETAIL C500-2J SCALE: NTS C500-2M C500-2N C500-2P TIMBER f SEE GEN FINISHED GRADE ELEVATION VARIES SEE PAVING AND GRADING PLANS GEOGRID ELEVATION 15.00* BENCH ELEVATION 13.00* EXISTING MUDLINE NOTE: *UNLESS OTHERWISE NOTED AT UTILITY CROSSINGS. SEE SHEET C500-2Q SECTION E, SHEET C500-2R SECTION H, AND PLAN VIEW. rT'� IN —WATER FILL C500-2J SCALE: NTS THRU C500-2R C80—C82 LEGEND G GEOTEXTILE (NON -WOVEN PER WSDOT SPEC 9-33.2(1) TABLE 3) X GEOGRID (TX160-475 OR TX7) I- - - - - - - - - - - GEOSYNTHETIC RETAINING WALL. OUTSIDE UNIAXIAL GEOGRID WRAP - AND INNER GEOTEXTILE WRAP PCCP PAVEMENT SECTION CRUSHED SURFACING BASE COURSE PERMEABLE BALLAST QUARRY SPALLS + + PLANTING SOIL MIX, SEE LANDSCAPE PLANS 6" STREAMBED COBBLES 71 ROCK FOR EROSION AND SCOUR PROTECTION CLASS A ROCK FOR EROSION AND SCOUR PROTECTION CLASS B GENERAL NOTES JI ILL I I ILL 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. THE MUDLINE ELEVATIONS SHOWN BELOW PILE SUPPORTED STRUCTURES IN THESE PLANS ARE ASSUMED. TOP OF PILE/BOTTOM OF SUBGRADE SHALL BE ELEVATION 13.0 OR 2 FEET BELOW THE FIELD VERIFIED MUDLINE, WHICHEVER IS DEEPER. 4. SEE SHEETS C500-2J THROUGH C500-2R FOR SUBGRADE IMPROVEMENT PLANS AND SECTIONS. Anonni o rinucur'n noAnr NOTE: SEE SITE PLAN SHEET C80 THROUGH C82 FOR IN -WATER FILL HORIZONTAL CONTROL. (M SUBGRADE IMPROVEMENT CONSTRUCTION DETAIL R-401358 C500-2K SCALE. NTS C500-2L IN COMPLIANCE WITH CITY OF RENTON STANDARDS i Ber erABAM C500-2M INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER DEVELOPMENT ENGINEERING gCIVIL PERMIT] :01 CALL 48 HOURS 33301 9th Avenue South, suite 30o A SEPARATE BUILDING PERMIT afowler 12/20/2018 C500-2Q BEFORE YOU DIG C500-2R Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ESIGNB AND/OR CHECKED 06 08 18 SUBGRADE IMPROVEMENT DETAILS - SHEET 9 W4700331 A 10/01/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 APPROVED BY DEPT. DATE BEE 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-2S C41 RENTON SITE JOB NO. �o R 31271L o ww �� �clsTsa� � APPROVED ss�oNW4700331 COMP NO. AL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-2S LO 0 N CO CD 16 0 z 0 1= 0 c� N J C500-2F CALL 48 HOURS "w" `-' 1 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 w Federal Way, Washington 98003-2600 SOJ` 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A DNR COMMENTS W4700331 ABAM SPT 10/22/18 B PERIMETER SECURITY FENCE W47003311 ABAM I SPT 12/14/18 P. of WAsh� �f ""A//V" x 31271 w� ��ssioNaL LEGEND HOT MIX ASPHALT (HMA) SURFACE + + + EXISTING CONCRETE SURFACE UNDER NEW PCCP PCCP SLABS POURED DIRECTLY ONTO ROUGHENED EXISTING CONCRETE 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 STRUCTURAL SHEET S500-13 FOR PAVEMENT DEMOLITION SEQUENCE AND HORIZONTAL CONTROL. 4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 5. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-21-1. 6. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR CONTINUATION OF HORIZONTAL CONTROL. 7. PROVIDE PAVEMENT REINFORCEMENT AS SHOWN ON SHEET C500-2F AND DETAILED ON STRUCTURAL PLANS S500-18 AND S500-19. PROVIDE HOT MIX ASPHALT (HMA) SURFACE PER DETAIL 2 ON SHEET C500-2W c> PCCP SLABS POURED DIRECTLY ONTO EXISTING ROUGHENED SURFACE PER SECTION B ON SHEET C500-2V AND D ON SHEET C500-2W :> HOT MIX ASPHALT (HMA) CURB PER DETAIL 1 ON SHEET C500-2W c> STRUCTURAL WALL WITH PEDESTRIAN GUARD RAIL. SEE SHEET S500-15 DETAIL A AND SHEET C500-5E DETAIL 1 5� PROVIDE FLUSH CURB PER DETAIL C500-21-1 DETAIL 4 PROVIDE INTEGRAL CURB PER SHEET C500-21-1 DETAIL 3 c> WALL TRANSITION PER SHEET S500-17 DETAIL 1 ® 7' SECURITY FENCE PER SHEET C500-5C DETAIL 1 PROVIDE INTEGRAL CURB PER SHEET C500-21-1 DETAIL 3 WITH 4' BLACK VINYL FENCE PER SHEET C500-5C DETAIL 2 CONSTRUCTION NOTES PROTECT EXISTING CONCRETE SURFACE 2� THICKENED EDGE AND INTEGRAL CURB D� EXISTING FLUME STRUCTURE AND DOCK EXISTING SHEET PILE WALL BACK OF CURB N 1" = 10' 10 0 10 20 scale feet CIVIL PERMIT No KEY PLAN SCALE: N.T.S. R-401359 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 wl I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDMCHECKED UAI E 06 08 18 SUBTITLE NE CORNER PAVING & GRADING DETAIL - SHEET 1 CURRENT REVISION W4700331 SYMBOL B DATE 12/14/18 CHECKED SPT 06 08 18 SHEET C500-2T C42- ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG No. 4—APRON—R—0500-2T LO 0 N 00 N L 0 z E 0 c 0 a� c� in J ° a Q 5 LL I I C500-2T SCALE: NTS 12 . ° a ° ° a Q ° ° ° ° a 4" MIN. CSBC DEPTH 24" MANHOLE GRATE NEENAH FOUNDRY PRODUCT -UR--KA0')-1 (1R AiDR(1\/r-n CII,AII AA enn nl Inenl — nnnikl STEEL RISER WITH INCORPORATED FRi MANHOLE GRATE. I REQUIRED HEIGHT. STEEL PILE DRAINP FIELD LOCATE AS I AVOID SHEET PILE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L L TYP. 3 NE CORNER WALL SECTION —2T SCALE: NTS 6" CSBC ADS DURASLOT DRAIN 8" HDPE DUAL WALL PIPE WITH 2.5" SLOT. INSTALL PER 11A11 lr/"TI If'1rl"1 ("` I"tr/"/'\1/\IrAll'1TIl1A If` Alb:� 8" SLOT DRAIN DISCHARGE TO PILE STRUCTURE C500-F SCALE: NTS \— NATIVE SOIL 14 0 13 2 LAMER o EL 15.18 NGVD 29 INTER v EL 13.18 NGVD 29 N SUMMED EL 15.18 NGVD 29 WINTER EL 13.18 NGVD 29 IMI, BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LEGEND HOT MIX ASPHALT (HMA) SURFACE a.. NEW PCCP PAVEMENT CRUSHED SURFACING BASE COURSE ALL EXISTING CONCRETE 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. CEMENT CONCRETE PAVEMENT, SUBGRADE, AND PAVEMENT JOINTS SHALL BE PER DETAILS ON SHEET C500-213 AND C500-21-1. 4. SEE STRUCTURAL SHEET S500-16 AND S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. SEE STRUCTURAL PLANS FOR SHORING AND PERMANENT WALL DETAILS. 6. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 7. SEE STRUCTURAL DETAILS ON SHEET S500-14 FOR STAGED REMOVAL AND REPLACEMENT OF EXISTING SHEET PILE WALL COMPONENTS. STRUCTURAL WALL PER SHEET S500-15 DETAIL A C> 4' BLACK PEDESTRIAN GUARDRAIL PER SHEET C500-5E DETAIL 1 :> 7' SECURITY FENCE PER SHEET C500-5C DETAIL 1 ® HOT MIX ASPHALT (HMA) SURFACE AND CURB. SEE SHEET C500-2W FOR DETAILS 5� 4' BLACK VINYL FENCE PER SHEET C500-5C DETAIL 2 © INTEGRAL CURB AND THICKENED EDGE PER SHEET C500-2H DETAIL 3 CONSTRUCTION NOTES APRON R FINISHED GRADE EXISTING FLUME STRUCTURE 3� EXISTING GRADE PROTECT EXISTING DEAD MAN CONCRETE BEAM PROVIDE ROUGHENED SURFACE FOR CONSTRUCTION JOINT PROTECT EXISTING SHEET PILE TIE RODS PROTECT EXISTING SHEET PILE BATTER PILES HMA CURB. SEE BOAT NOTE 4. R-401360 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/201801 rstraka 12/20/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 NE CORNER PAVING & GRADING DETAIL - SHEET 2 W4700331 B 12/14/18 - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 ® �`� c°>� APPROVED BY DEPT. DATE ENGINEER 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C%500-2V C43 B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 w� ^ A ' TO A ' ^ I T� � � 3'2" o �' K Iv I Iv J I JOB N0. COMP N0. L�� �clsTsa� APPROVED ss�oN�W4700331 AL APPROVED CIVIL MASTER SITE RENTON, WA r G NO. 4—APRON—R—0500-2V CM O O w LO 0 N 00 N L 0 z E 0 c 0 a� c� in J \J 1 I V I- \J \J I \ I V I- I \ V V / \ L- I- \J I- \J I I \J I V C500-2T SCALE: NTS NE CORNER WALL SECTION 0-2T SCALE: NTS TOP OF HMA CURB TO BE WITHIN 2" OF THE TOP OF ADJACENT EXISTING SHEET PILE. ADJUST CURB TO GRADE DOWN o yr C,3nu HMA CURB DETAIL SCALE: NTS HMA CL-1/2" PG 64- 4" COMPACTED DEPTH CRUSHED SURFACING BASE COARSE c" rr\LAnAr,Trn nrn- I IWAI MA�1 J uT.1 A. PROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD SPEC. SECTION 2-06 PERMANENT ASPHALT DETAIL —2T SCALE: NTS i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LEGEND HOT MIX ASPHALT (HMA) SURFACE NEW PCCP PAVEMENT CRUSHED SURFACING BASE COURSE EXISTING CONCRETE 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. CEMENT CONCRETE PAVEMENT, SUBGRADE, AND PAVEMENT JOINTS SHALL BE PER DETAILS ON SHEET C500-2G AND C500-21-1. 4. SEE STRUCTURAL SHEET S500-16, S500-18, AND S500-19 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. SEE STRUCTURAL PLANS FOR SHORING AND PERMANENT WALL DETAILS. 6. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 7. SEE STRUCTURAL DETAILS ON SHEET S500-14 FOR STAGED REMOVAL AND REPLACEMENT OF EXISTING SHEET PILE WALL COMPONENTS. STRUCTURAL WALL PER SHEET S500-15 DETAIL A 4' BLACK PEDESTRIAN GUARDRAIL PER SHEET C500-5E DETAIL 1 7' SECURITY FENCE PER DETAIL 1 ON SHEET C500-5C ® 8" SLOT DRAIN PER SHEET C500-2V DETAIL 1 14' BLACK VINYL ACCESS GATE PER SHEET C500-5D DETAIL 1 © THICKENED EDGE WITH FLUSH CURB PER SHEET C500-21-1 DETAIL 4 CONSTRUCTION NOTES APRON R FINISHED GRADE 2� EXISTING FLUME STRUCTURE D� HOT MIX ASPHALT (HMA) SURFACE B� EXISTING GRADE :� PROTECT EXISTING DEAD MAN CONCRETE BEAM PROVIDE ROUGHENED SURFACE FOR CONSTRUCTION JOINT 7� HMA CURB CIVIL PERMIT R-401361 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAVVN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 NE CORNER PAVING & GRADING DETAIL - SHEET 3 W4700331 B 12/14/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 ® �`� c APPROVED BY DEPT. DATE ENGINEER 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-2W C44 B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 ,� w� RENTON A ' TO A ' SITE T� R 31271 K Iv I N J I JOB NO. COMP NO. �L �clsTsa� � APPROVED ss�oNAL �W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-2W 75 0 N 00 N u_; 0 z 0 1= 0 ca m J C 7 o yo 0T� Fd N �0(Dc0 p�b 6(b d °� �' ', � 'n n" O o ' oO UTILITY STAND LAKE WASH NGTON o 0 �R14 r ji SUMMER o EL 15.18 (NGVD29) 0 0 / 0 rq OHARDSTA D� a�o� WINTER o EL 13.18 (NGVD29) u O R14 �� = OOC'0 C�COIC�C 0000Ob ��++ 0 �000 OCR 000J00C��.�� 0 0 00/6 0 0 � �00Ire 000 00 0�7 ? J Xr0 00 + / { { 00J0-Q000 / r / I 3 1 O OJ0000�0 009"000000 r J � PROPOSED OHWM O O O O + U o-°ODOC�QO00 l� �O 0')1-00000 �r� 18 o6f o�-6000 + � / (2KO 0 0 0 0 1071A 1 (p d b 00 �p + 24" PVC DRAIN 67, ��+� � W/HERRINGBONE GRATE 91 ( � 000 0 \ �N: 185678.89 0 (0/J 0 �+ E: 1299206.31 o � RIM: 17.58 /C 0 0 i + . IE S = 15.15 15" SLOT DRAIN SQ 0 1 el- '1' �-I ✓ Q 0 0 j/ 109 LF 15„ SLOT DRAIN @ 0.0% 24" PVC DRAIN / 185573.gONE GRATE N / N / / / // - T - E: 1299233.95 J J /� / RIM: 17.58 l ` / / / - ► . _ (N) = 15.15 (15" SLOT DRAIN) IE S) = 14.03 (12" HDPE) l / /co/ - Go / m 0 0 / 3 � LL 0 I� U Li II �/ O .2Y,AM Tt IN - S PIPE / STS �Fw U q UP o Q 00 I � I 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 MATCHLINE, SEE SHEET C500-3B -- ;-- I LLJ o I I I O_ N o L � 2 II J N I I s � \ CD Lli Do- RTU-11 4 0 CN I o 10 J 7 LF 8" PVC bo • • I I l e I I 0 I I 0 I SJ.S�-SJ.S O II II II O L-- A 49 LF 12" HDPE I �I L OWS-062 58 LF 12" HDPE 66 LF 12" HDPE- l�� II I W \ U I �I LU �j�i I II Z I li I I I I `-' C-4 COI I I 197 LF 12" SLOT DRAIN @ 0.0% L` I 1 I I II I �LL- I II J mI II �I I II I I I I� w 1073A 1 J ILL W 24" PVC DRAIN / W/HERRINGBONE GRATE N: 185401.82 E: 1299346.85 I Ld RIM: 18.36 N IE (E) = 16.15 (12" SLOT DRAIN) IE (N) = 16.15 (12" SLOT DRAIN) L� A I I Z Qw 0I 1 1 1 1 1 z I I I 1 - m I I I z o 2 200' SHORELINE SETBACK I I I w �_ J 30" PVC DRAIN PER CITY OF RENTON I I I I m ^1 W/SOLID LOCKING LID I I I - 97 LF 12" HDPE- 1 I 1--4 O - - - STS STI1 N: 185479.79 l 1 E: 1299258.68 \ E / EIM(Ej 8-76 3.84 (12" HDPE) \ � �w 3 3 � T-- -- - �- \ I' `cb / \ IE (N) = 13.84 (12" HDPE) \ „ --6WFIRE------6"WFIRE L` /----� r - - - - - - - - - - - - - - - - - - - - - -_-_-- -�---- J Fitt F -_ F F4�: m I I I w ♦♦♦ FW STS „ /� STS 10 W FIR�"CI SD STS 10 W FI ° n1 II ♦♦ / �� I I / '6"Cl SD -- ♦ �--- ---L,=------------------------------- --- C*A-C4 �� 1w ROLLINIG DOOR PAD I I jp 0 w On I N I I MI. Iw 01 Lli 00CO O m 1 1 m I m Iw BY I APPROVED I DATE u 1SG / L I- 1 0 2 SAFE DRAIN N: 185522.57 E: 1299423.41 RIM: 18.00 IE (W) = 14.00 (12" HDPE) IE (E) = 14.00 (12" HDPE) 1074-18 30" PVC DRAIN W/SOLID LOCKING LID N: 185510.78 E: 1299377.94 RIM: 18.41 IE (W) = 13.59 (12" HDPE) IE (E) = 13.59 (12" HDPE) IE (N) = 13.59 (12" HDPE) -98 LF 12" SLOT DRAIN @ 0_0% J 1073-18 2 24" PVC DRAIN W/HERRINGBONE GRATE N: 185496.34 E: 1299322.17 RIM: 18.40 IE (S) = 16.15 (12" SLOT DRAIN) IE (W) = 13.70 (12" HDPE) IE (E) = 13.70 (12" HDPE) 1072-18 P. of WAsh� �f x 31271 w� ��ssioNaL �' I I � I \ � II N 11w / I / _ T -F i P � � �12"W FIRE C� / w - ABAND- - CW - 0 -I "' , `, CJ1' � _ I Ld � I N (n U L`J : HPSS 10" I I KEY PLAN SCALE: N.T.S. 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-313 TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-31- AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3G FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M c> SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z 3> COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 1 ON C500-3P ® MODULAR WETLAND PER DETAILS ON SHEET C500-3S CONSTRUCTION NOTES PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" 4� PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" 20 0 20 40 n/ scale feet " DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 ICIVIL PERMITI CIVIL MASTER STORM DRAINAGE PLAN - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE R-401363 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 Ul W4700331 J `' A ""' ` 10/01 / 18 SHEET C500-3A C46- JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-3A V_ i LU 75 CID N CO CD u; 0 z 0 1= 0 ca J MATCHLINE, SEE SHEET C500-3C _5� 4 ?� c� 0 p 1088-18 CD � I I HARDSTAND �. 2 o O � \ R10 ` + • a • 30" PVC DRAIN W/SOLID LOCKING LID /' z O 10- + I I N: 185607.77 7 I Ia E: 1299750.58 o RIM: 18.40 = CD I � � I � �� � •� ° � `°� � � � � I � IE E = 14.18 12" HDPE)CD �O 1 \� %o O C I I () ( ) N IE (N) = 14.18 (12 HDPE) I I IE (W) = 14.18 (12 HDPE) 1087A 03 JII p I I OWS-063 24 PVC DRAIN I I 3 N/H855 6.BONE GRATE 23 015 ( 111 1 I I ----------- E: 1299785.27 , RIM: 18.36 O I 49 LF 12 HDPE II II II�S1S IE (E) = 16.15 (12" SLOT DRAIN)11 II I I I I II II II I------�-J 10"VC 1086BCD II-' ST 1 --- I I 7 w 24 PVC DRAIN CD 7 LF 8 PVC O I I �I RTU-1 = N/ 185515.22NBONE GRATE Ila I 1 I Ip I =_4 E: 1299781.40 I I Q I 11 I So ) t 1 1 1 I a ❑I N II Of O I I Ell U RIM: 18.36 I _ J IE (W) = 16.15 (12" SLOT DRAIN) o 1 y 44 LF 12" HDPE I IQ �I C14 - URE 723-18 I I N = 2 >N J \\\ SAFE DRAIN II LO ---r N: 185592.74 \J E: 1299692.35 I ICn � 00 RIM: 18.00 '� -1 0 estima ed nose p IE (E) = 14.33 (12" HDPE)/ O IIIa - - ------ - - IE (S) = 14.33 (12" HDPE) II LAKE WASH N GTO N _ `0 U Chi0yO I I 11 sls -sis sls sls HDPE 98 LF 12 HDPE SUMMER o EL 15.18 (NGVD29) 81 LF 12" r I OI = \)\\ 4 I WINTER / o EL 13.18 (NGVD29) �� 0 Q b 0 = OUTFALL 012A I O J f I la i 1086-18 0 � � 1 II ._ � 4 0 10 t r 24" PVC DRAIN 1 l ++ I W/HERRINGBONE GRATE 7 V I II� I 1 f o _) I N: 185498.34 I of / o E: 1299716.72 I � 1 ` � \ ` �� (� ��� • 6 � �170/ 0 HARDSTAND OII Q • RIM: 18.36 0 0 �) I Gj R11 + ,r 1 I 18 LF 12" HDPE IE (W) = 16.15 (12 SLOT DRAIN) 1 \ IE (E) = 16.15 (12 SLOT DRAIN) II ail Lp � ' ® ® ® _q ,y� �O �`J I • IE N = 14.80 12" HDPE p a a o2 0 ° o �� , • I V-1081 A-18 5 () '' '" �' ® • , R111ITY STAND i I 1089 18 \ \\ \ ( 2 I I 1 Ja n �7�I�pl ✓f-��'v 0 i� * I 30" PVC DRAIN Z)nI 4 0 �i o 0 oq�1 ® _ IQ W/SOLID LOCKING LID 5 d o i o a �' o % I/ & 4 O- r + I I 1090-18 6 N: 185637.48 ' (i a ♦ o 0 0 0 1 I 30" PVC DRAIN E: 1299661.70 0 >r�o �)g� �� a �� 0. /�.+ Ia RIM: 18.59 of l ZZ t- !/ 7 7� 9 /� 0 I �+ I N: SOLID LOCKING LID IE N= 14.78 12 HDPE o r� , ��� ° \7 1. I N: 185654.52 () ( ) �4 UTILITY STAND . + I E: 1299657.27 IE (E) = 14.78 (12" HDPE) Oil I -- - I�--I-r--� °O I I I I I I I I I I 1079A-18 w 2 30" PVC DRAIN 3: I W/SOLID LOCKING LID I 5 N: 185409.82 1 E: 1299789.94 I • 0 RIM: 19.35 I „FW 8"F - I o 1 IE (NW) = 15.35 (18" H PE)L I • l0 IE (S) = 16.65 (8" EX C) 13 LF 18" HDPE I I �TS I 7 4 71.� s sls­40-sls sls 85 LF 18" HDPE I I I I 1080-18 2 I 8 I w 30" PVC DRAIN 1 W/SOLID LOCKING LID 1 N: 185498.63 E: 1299757.44 I LL_ I RIM: 18.47 I I Ld IE (E) = 13.90 (18" HDPE) IE (S) = 13.90 (18" HDPE) IE (W) = 13.90 (18 HDPE) I z CS f 1079-18 I mw 2 30" PVC DRAIN W/SOLID LOCKING LID I �, N: 185416.44 1299778.66 IM: 19.21 (N) = 15.20 (18" HDPE) I (SE) = 15.20 (18" HDPE) I I 1 I I 200 SHORELINE SETBACK PER CITY OF RENTON I I w I I I I � �w s I I I I CD 1 (,:2: �)( �{ 4 0 % o® � o O 0 R12 I I RIM: 18.70 z� I I a 1 i 1 \ 1 ` �-ti, f tl1�l � �Z `Z�s ®' a. �o ^'_ ° ! v� + . la IE (N) = 14.30 (12" HDPE) o I ICD I I 0 0 + I • IE (S) = 14.74 (12 HDPE) I I I 00_ I J HARDSTAND = e � I I I - / R12 I • IE (E) = 15.02 (12 HDPE) N J 1 I IIII )) a URE 722-18 - II // I)} I I 1 {� �) �� how)! �� `� r®� o �y, C� I• SAFE DRAIN I 2 N I I I I i I I m a� �Q 4� I I I I • N: 185558.53 I I `V I O � 40 ( I I I 0 0 _ + E: 1299561.23 I I I ~ N J )I �J° ��• �-�o o RIM: 18.00 4 • 1 1 p ,v o • • IE (W) = 14 33 (12" HDPE)j. /0 00 01p, I ON a � Q �/j + • ti - 0 0 1 (j 0 1 , 1 9 .0 01 C c' A( -7 010 p R O OI 0 0 O UTILITY STAND o + S10\ / HARDSTAND II • / f / S d• 0) 0 Q' 0\10 + I• v PROPOSED OHWM 0� + + I I 1 lI • I • �O�O✓d + III\ 4 0 7 01 00 2 r, o fl 9 OUTFALL 014A - 1� a ° p - _ �L o 0 T./ 1 y' y •1 I � ��° V� 0 �C�0001� Ia a Lsl OO)J�C� + + II .� �� D ° . 70 LF 12" HPDE �o (4-+ 1 III Q, 0} Ol O 1 0-�1 i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION L`' JIL _ CIO -,� -10 estim nose poi Iron I I m ---- -- \ I 1078-18 / - - I I 30" PVC DRAIN - - - - - - - - ` - W/SOLID LOCKING LID 1 N: 185434.37 V-1075-18 - 5 I I E: 1299511.18 °' I v� w 1 1086A I I' RIM: 18.47 ` 1 i w 1076-18 - v� 1:2) \ 24" PVC DRAIN I I IE (S) = 14.40 (18" HDPE) 1 30" PVC DRAIN 6 \ W/HERRINGBONE GRATE I I IE (E) = 14.40 (18" HDPE) I 1 30 SOLID LOCKING LID N - N: 185452.56 - - - - - - - - - - - - - E _ 6"CI CW N: 185605.53 __j E: 1299541.27 11 (ABAND) Z E: 1299467.21 N RIM: 18.36 I I 2 1077-18 co RIM: 18_70 IE (E) = 16.15 (12" SLOT DRAIN) 30" PVC RAIN IE (N) = 14.68 (12 HPDE) W/SOLID OCKING LID I U IE (W) = 15.05 (12" HDPE) N: 18535 .36 L IE (S) = 14.68 (12" HDPE) E: 12995 1.24 II 9 RIM: 19.1 I I 18 LF 12" HDPE I I IE (N) = 15.10 (18" HD D E) I w II �� 5 IE (SW) 15.10 (18" H PE) CW A ACW A -CV A A CW A A CW A C�/ A CW A A CW A Q�W A CW A CW A I ---_--_______ - --_ -___-- ___ _______ ____ -_ __------- _ - 5 I G 1075-18 2 3 10736 � I I 4 30" PVC DRAIN W/SOLID LOCKING LID } - - A - - 1 - _ _ _ I I 81 LF_18" HDPE [-1 �- CN: 185588.42 ))r - - - - -C�24 PVC DRAIN - 10' CI I 1 H 18 �F 18" HDPE �, - W - \� TST - - s E: 1299471.64 $T I W/HERRINGBONE GRATE (1077A-18 CI 1 "BLK STL I \ - - - - - N: 185451.55 2 _ RIM: 18.59 � - - - - - I I 30" PVC DRAIN UGT - -I- - - - - - I- - - TS 6 - - 11E (W) = 14.72 (12 HDPE) \ E: 1299537.40 . . - �IE (N) = 14.72 (12" - - 3 - - -RIM: 18.36 _ - 11 3 - _ - _ _W/SOLID LOCKING LID-- L I - - - -Fw IE (W) = 16.15 (12 SLOT DRAIN) N: 185341.11 E: 1299522.29 IF RIM: 19.31 ' ®% Ol\ I I IE (NE) = 15.25 (18" HDPE) I li II -17 \ \ I I IE (S) = 16.70 (10 EX CI) I I 1 w MATCHLINE, SEE SHEET C500-3A BY I APPROVED I DATE P. of WAsh� �f x 31271 w� ��ssioNaL 20 0 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE )ATE SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL MASTER 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-313 TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-3L AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3G & C500-3H FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M c> SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z 3� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 2 ON C500-3P MODULAR WETLAND PER DETAILS ON SHEET C500-3T 5� ACTUATED VALVE PER DETAILS ON SHEET C500-3N © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R C> PROVIDE 12" TIDEFLEX TF-1 VALVE PER DETAIL 1 ON C500-3Y CONSTRUCTION NOTES L PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE 2� PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" 4� PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" CONNECT TO NEW DRAIN BASIN EXISTING CI ROOF DRAIN LINE WITH FIELD CUT INSERT -A -TEE CONNECTION PER MANUFACTURER'S RECOMMENDATIONS PROVIDE 30" PVC DRAIN BASIN WITH SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT NUMBER R-3498-P2S OR APPROVED EQUAL PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" CIVIL PERMIT STORM DRAINAGE PLAN - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401364 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 Ul wI` \LIV W4700331 J `' A ""' ` 10/01 / 18 SHEET C500-3B C47 JOB N0. COMP NO. W4700331 -7 DWG N0. RENTON, WA 4-APRON-R-0500-3B 75 ti 0 N CO CD u; 0 z 0 1= 0 ca J MATCHLINE, SEE SHEET C500-3D I I I I I I I 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-3G TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-3L AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3G & C500-3J FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M JU rrV�, UKAIIV _ 13 I 2 SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3X W/SOLID LOCKING LID A A A _ _ P�� g M��_ w N: 185880.19 HO 0 �� 1 _�1 1084-18 6 12 I I I 3 COMBINED BYPASS AND OIL WATER SEPARATOR VAULT PER DETAIL 1 ON C500-3Q E: 1299976.84 O �, / SDMH TYPE 3 - 60 �' I I � / RIM: 18.80 o I� 1 883-18 _ / N: 1 999 2.6 „ 2 I I I 0 4 MODULAR WETLAND PER DETAILS ON SHEET C500-3U 40 IE (NE) = 16.33 (8 HDPE) � / E: 1299992.65 � 30 PVC DRAIN 1087E I I 1 \\) IE (SW) = 16.33 (8 HDPE) RIM: 18.17 W/SOLID LOCKING LID 1 EX 492A 1 11 � " / �' 9 1 1081-18 I 5� MODULAR WETLAND PER DETAILS ON SHEET C500-3V IE (NW) = 16.33 (8" HDPE) �- / �i Q�' IE (S) = 11.00 (30" HDPE) N: 185729.90 24" PVC DRAIN CB TYPE 2 - 48" 2 / s IE (W) = 10.50 (36" HDPE) E: 1300009.78 W/HERRINGBONE GRATE I 30" PVC DRAIN � m I RIM: 18.17 N: 185571.52 RIM: 19.02 W/SOLID LOCKING LID © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R IE (W) = 14.77 (18' HIDPE) N: 185498.68 1085A-18 r� / "� I IE (S) = 11.41 (30 HDPE) E: 1299997.14 2 / v I I IE (E) = 14.87 (18" EX HDPE) E: 1300070.04 7> PROVIDE 36" TIDEFLEX TF-1 VALVE PER DETAIL 1 ON C500-3Y 30 PVC DRAIN IE (N) = 11.41 (30 HDPE) RIM: 18.40 � > - W/SOLID LOCKING LID , .i II IE (W) = 16.15 (12" SLOT DRAIN) I L` RIM: 18.94 N: 185850OC IE (E) = 14.73 (18" HDPE) ® ACTUATED VALVE PER DETAILS ON SHEET C500-3N E: 1299957.69 y0 9 • / III I I IE (N) = 14.68 �(18" HDPE) V-1096-18 8 rrI I� 11 1082-18 z I RIM: 18.81 \ I \ IE (NW) = 15.15 (8" HDPE) 1 1 " I 1 30" PVC DRAIN 2 I z l i CONSTRUCTION NOTES I IE (SE) = 15.15 (12" HDPE) W/SOLID LOCKING LID I aw I IE (NE) = 15.15 (8" HDPE) \ �j I IIQ 1096-18 2 I I N: 185575.05 3 y0 111 30" PVC DRAIN 11 E: 1300050.33 I w I I PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE �- 1085-18 RIM: 18.40 I o �Oe 4 ST 6 W/SOLID LOCKING LID II o °O » N IE (S) = 12.62 (24" HDPE) U ¢ I I I 2 PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID �F 'S J SDMH TYPE 3 - 72 I � N: 185832.69 I 1 IE (N) - 12.37 30" HDPE I a 1 I 55 \ N: 185813.18 I E: 1299967.01 II ( ) E: 1299918.23 I RIM: 18.65 IE (W) = 13.14 (18" HDPE) 1 w I o 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" I 1 LF HDPE I I 0 0 RIM: 18.94 I IE (NW) = 15.09 (12 HDPE) 1 I I I Z I IE (N) = 10.35 (36" HDPE) m Q IE (W) = 14.29 (18" HDPE) I I I T I I I 4� PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" I7 y/& IE (E) = 10.35 (36" HDPE) 1 IE (NE) = 14.29 (18" HDPE) =D CONNECT NEW DRAIN BASIN TO EXISTING STORM LINE WITH FIELD CUT OUTFALL 004A \ I �200' SHORELINE SETBACK i i o 1 1 w I m INSERT -A -TEE CONNECTION PER MANUFACTURER'S RECOMMENDATIONS I EX 488A 1 10 Ilia PER CITY OF RENTON o ° I EXIST CB TYPE 2 m1 I I p i i CDPROVIDE STORM DRAINAGE MANHOLE TYPE 3 WITH DIAMETER SHOWN IN PLAN N: 185829.87 I I l z I N I I a Q I I l I I CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH I E: 1299913.92 KOR-N-SEAL BOOT RIM: 16.58 IE (S) = 10.31 (36" HDPE) III I I CD 1 a I w IE (NW) - 9.29 (36" HDPE) I II a I I c/ m 1 1 I CONNECT TO EXISTING STORM PIPE WITH SADDLE MANHOLE TYPE 3 IE (E) = 13.09 (18" HDPE) �M i it I I 1087-18 1 1 o I 1 I ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE I HO I I J 24 PVC DRAIN I 1 I 1 W/L HERRINGBONE GRATE I I I v 10 PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT NUMBER \ I I N: 185533.12 I R-6662-KS OR APPROVED EQUAL 1 I� II E: 1299849.96 EXISTING/PROPOSED OHWM i - 1I RIM: 18.36 1 I I 11 PROVIDE STORM DRAINAGE CLEANOUT _ 11 IE (W) = 16.15 (12" SLOT DRAIN) 1 - II IE (E) = 16.15 (12" SLOT DRAIN). 1 I i�Q URE 724-18 2 II IE (N) = 14.80 (12" HDPE) C" ILd I I SAFE DRAIN 11 3: _ N: 185627.48 I 1082A-18 _ E: 1299825.39 <2 \ RIM: 18_00 II 30" PVC DRAIN I 1 ---- - -- - IE (W) - 14.33 (12" HDPE) I W/SOLID LOCKING LID I w I LAK E WASH N GTO N + Il _ _ ,Far-®®o IE (S) = 14.33 (12" HDPE) PRD I N: 185523.43 I 1 I _ _ I' E: 1299852.49 I SUMMER o EL 15.18 (NGVD29) ( -, 10 estimat d, nose position _ RIM: 18.47 - - 0 0 - -- -- - -% - 11 IE (E = 13.65 (18 HDPE) WINTER o EL 13.18 (NGVD29) 0 (� _ + + I () = 13.65 (18 HDPE) LL_ ow Lu UTILITY STAND _ _ _ = O C 0 0 R10 + f 1 = 97 LF 12" HDPE I f + -' + I I m I I O O O HARDSTAND + + + • I I I ( R10 i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 B CONSTRUCTION PHASING & PIPE DEPTH W4700331 BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 ABAM SPT 10/09/18 Cimflou MATCHLINE, SEE SHEET C500-3B BY I APPROVED I DATE P. of wash/ D �f ® BOE//V� � x 31271 w� 20 0 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE 0 )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL PERMIT STORM DRAINAGE PLAN - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401365 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 01�SURFACE WATER UTILITY atowler 12/20/2018 rStraka 12/20/2018Vil W4700331 J' ""' D " ' ` 10/09/ 18 C500-3C C48. JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-3C CIVIL MASTER _ MATCHLINE, SEE SHEET C500-3E I L------- 1105-18 24" PVC DRAIN 1 I / \ \ \ \ \\ \\ �' • W/HERRINGBONE GRATE I N: 186037.87 I 1 \��� ��__��� \ • E: 1300462.48 RIM: 18.00 \ / �\ \ \ \ a • IE (E)=-15.75 (12 SLOT DRAIN) I I UTILITY STAND \ \ �� ` , GO IE (NW) - 14.42 (12" HDPE) \ \ R4 °� 6 • \ o� \ • 1104-18 y0 O \ \ HARDSTAND \ \ \ •\\ a 30" PVC DRAIN 2 \ R4 \ W/SOLID LOCKING LID N: 186084.00 \ \ \\ E: 1300419.30 L - - - - - - �� RIM: 18.62 IE (NE) = 14.25 (12" HDPE) IE (SW) = 14.25 (12 HDPE) I IE (SE) = 14.25 (12" HDPE) \ \\ \ yoA 1103-18 \ \ \\6 24" PVC DRAIN 1 \ \ \ W/HERRINGBONE GRATE I o \ \ N: 185997.73 I ry E: 1300375.44 X RIM: 18.20 I _ 3ON3d 1iNIINIV ,-V 2 1102-18 ` \ \\ �� IE (W) = 14.63 (12" HDPE) 30" PVC DRAIN W/SOLID LOCKING LID N: 186011.06 \ �'� I cn \^\ E: 1300341.40 \ \� c RIM: 18.63 \ \� 19 IE (NE) = 14.04 (12" HDPE) \ \ \\ \ 200' SHORELINE ETBACK IE (W) = 14.04 (12 HDPE) \ \ \ \q f 1 20 4 PER CITY OF RE ON •� \�\ \ IE (E) = 14.04 (12 HDPE) 1 \\ ~ 10 LF 12" HDPE A \ F - 1101-18 2 27 LF 12" HDPE \ 30" PVC DRAIN Z �\ \ \L`�'' \\ • i i �a AD W/SOLID LOCKING LID- - - - ? J \\ \\i\ \ I p p I --------- N: 185990.51 ' II l \ • i =_ - - - - - - -E: 1300314.02 �e FW-f \ \ \ i -- 1 10"F RIM: 18.65 , \ 79 > `P \\ \ I I IE (W) = 14.85 (12" HDPE) IE (N) = 14.87 (12" HDPE) TO -I \ \ I p I = Q , 1 \\\ \\ 3 N I 3 ` X 4 CHAI�LINK FENC - - o 1 \ \ \ 7 LF 8" PVC \ I I __j IQ 4 121CO COm �m +, I I IQ 6 \ \ \ \ ';' \ 8 LF 12HDPE I I \ U 1095C-18 1 \ \ \ o O 30" PVC DRAIN I_ _*_777 \\\ \ - - W/SOLID LOCKING LID 1 33 "C N: 185990.50 \ \ E: 1300254.04 - � ; -IE (S) = 14.70 (12 HDPE) T- - \ 41 1 ± IE (W) = 14.70 (12" HDPE) 1 I I \ IE (E) = 15.02 (12 HDPE) r OUTFALL 004 ( f I I I I I a 24" PVC DRAIN W/HERRINGBONE GRATE N: 185918.29 E: 1300266.26 RIM: 18.00 IE (W) = 15.50 (15" SLOT DRAIN) II I s1s Sis II 53 LF 12" HDPE @ 2.0% FUTURE CONNECTION � I 4-81 BUILDING 00 moo^ I o^ I I J � I � Q \ I I °� 58 LF 30 HDPE I Y i,u I I I 20 LF 12 HDPE II \ ` I \ C) 8 5 I EX 458 \ I I I �; m SADDLE MH TYPE 3- 60 I' I 7 6 EXIST SDMH 72" I h I O\ CD I 1 N: 185985.47 I c� I I� L- w / fr � ° � � z� E: 1300234.69 I I RIM: 18.04 I I � / \ \ \ \ \ EXISTING/PROPOSED OHW - IO RIM: 18.76 I I IE (N)--10.48 (33 EX CONC) IE (E) = 14.66 (12 HDPE) IE (SW) - 10.48 (30" HDPE) I / _(S) = 46 (33 EX CONC) I ) IF (S) = 13.34 (12" HDPE) IE 10. IE (N) 10.46 (33 EX CONC) I IE (SE) = 10.68 (12 EX CONC) II L - � - - IE (W) = 10.48 (30 EX CONC) \5 1097-18 I II SADDLE MH TYPE 3 - 72" I I , - - - N. 185886.98 cn I I 1 E. 1300204.16 C)0I I \� RIM: 18.26 11 `> \ , \ \ 1 1 I IE (W) = 11.33 (30 HDPE) LAKE WASH NIGTO N , `\ \ �\ \\\ I11 IE (NE) = 11.28 (30 HDPE) I z -SUMMEREL 15.18 NG 29 WINTER _ EL 13.18 NG D 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM A CITY OF RENTON COMMENTS W4700331 ABAM B CITY OF RENTON COMMENTS W47003311 ABAM APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 11/30/18 30" PVC DRAIN W/SOLID LOCKING LID N: 185975.90 E: 1300257.83 RIM: 18.66 IE (E) = 14.73 (12" HDPE) IE (N) = 14.74 (12" HDPE) -STS - - - 15 LF 12" HDPE V-1 04-18 5 -IE (S) = 10.26 (27" EX CONC) - IE (N) = 10.26 (27" EX CONC) ,I, I Q I LS I o Cn IILO o I II� I I I I a o IN \ Q II MATCHLINE, SEE SHEET C500-3C REVISION I BY I APPROVED I DATE A 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-313 TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-3L AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3J FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M 2 > SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z n 04 8l 3� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 2 ON C500-3Q 12 "C Z; STS w cc L'_T ® MODULAR WETLAND PER DETAILS ON SHEET C500-3W -FW 10"F FW FW Fj 10"W FIRE v F\ 5 ACTUATED VALVE PER DETAILS ON SHEET C500-3N S1dVd 01d1/\O3 L © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R CONSTRUCTION NOTES PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID (4 0 0 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" CONNECT TO EXISTING STORM PIPE WITH SADDLE MANHOLE TYPE 3 ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH KOR-N-SEAL BOOT 12 C g PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED EQUAL � \ N %O Rkypropa( a, O� O ��--- E- o E -�-- E--- E---- E---- E---\ �7"C O O ST, \ � 8"W FIRE 27 C S FW FW \FW FAN FW FW W Y I 12" \ m I I II 1 8' C STS�- II w 0m/0m a om0m0m0m O O (� U o� L N� O C � o O P. of WA �f x 31271 w� ��ssioNaL 20 0 20 40 n/ scale feet DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER KEY PLAN SCALE: N.T.S. R-401366 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 Ul STORM DRAINAGE PLAN - SHEET 4 v W4700331 J `­­ L� D 11/30/18 SHEET APRON R INFRASTRUCTURE C500-3D C49- RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WA DWG NO. 4-APRON-R-0500-3D f^ ^l T 1 - 24 MATCHLINE, SEE SHEET C500-3F I I 4 111 1 OWS-066 26 3 00 II I I RTU-16 4 1 II _ 1 7 LF 8" PVC 1116-18 2 \ 39 LF 18' HDPE 30 PVC DRAIN W SOLID LOCKING LID 3\\\, 81 LF 18" HDPE I I N/ 186338.76 \ I I E: 1300773.47 1113-18 2 II RIM: 18.51 I / 8 LF 12 HDPE •\ \ 25 30 ) PVC DRAIN I I IE NW 14.12 (18" HDPE) J ` _ W/SOLID LOCKING LID IE (E) = 14.12 (18" HDPE) • - 5 \ 1 tl F 18 N: 186391.81 HDPE E: 1300737.56 1114-18 \ \ I �a RIM: 18.86 2 \ I I IE (NE) = 14.33 (18 HDPE) 30 PVC DRAIN \ \ I IE (NW) = 14.33 (18" HDPE) II 1107A 1 / \W/SOLID LOCKING LID \ \ \ \ tl 24" PVC DRAIN N: 186404.66 \ a I V-111 -18 I I W/HERRINGBONE GRATE E: 1300725.56 \ 2 RIM: 18.95 \ I I I N: 186293.53 IE (SE) = 14.30 (18" HDPE) \ \ \ �` I I E: 1300749.80 I RIM: 18.26 IE (SW) = 14.30 (18" HDPE) \ \ I I IE (E) = 16.05 (12" SLOT DRAIN) 1 IE (NE) = 15.02\ 12" HDPE) 1106A 1 I 24" PVC DRAIN W/HERRINGBONE GRATEN: 186292.27 \ \ /\\ \ E: 1300744.96 / 10 LF 18" HDPE \ \ • • \ \ II RIM: 18.26 \\ \ • \\\� i i IE (W) = 16.05 (12" SLOT DRAIN) I 2 1115 18 30" PVC DRAIN \\ �� \ • __-- _I F I I \ I W/SOLID LOCKING LID \• I I F N: 186397.82 \\ \. I I I o F E: 1300718.25 \ \ I dal \ / RIM: 18.92 o � _ IE (NE) 14.28 (18;; HDPE) / \o \\ II A - - A nn� A �- ALA- - A- - M� - - M� A nn3 IE (SE) = 14.28 (18 HDPE) i- ------lip---------- --------- T cn I/) cn C200' SHORELINE SETBACK I PER CITY OF RENTON \�\ IIJ 00 0 // `\ \\\\�� j j 12"C STS 1106-18 1 24" PVC DRAIN W/HERRINGBONE GRATE N: 186255.13 /0 Q E: 1300602.08 a RIM: 18.30 cn IE (E) = 16.05 (12" SLOT DRAIN) ~ IL IE (SW) = 14.75 (12" HDPE) j U I %� n q Z) 18"HDPE �! / 24" PVC DRAIN 8 W/HERRINGBONE GRATE \ \ \ \ \ \ N: 186109.94 OUTFACE 003 / E: 1300541.77 ��� IE (S18�00 5.75 12" SLOT DRAIN / EXISTING/PROPOSED OHWM 4), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM A CITY OF RENTON COMMENTS W4700331 ABAM APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 REVISION MATCHLINE, SEE SHEET C500-3D BY I APPROVED I DATE 4-82 BUILDING Mj EX CB MA w ® U13 Q7�1 CONC PAVERS o U TRENCH DRAIN CONC PAVERS MA Mi Q I a O O O O o � 0 0 o a bw 1105A ii 24" PVC DRAIN W/HERRINGBONE GRATE N: 186061.82 E: 1300554.29 RIM: 17.96 IE (W) = 15.75 (12" SLOT DRAIN) IE (N) = 15.75 (12" SLOT DRAIN) P. of WA �f x 31271 w� ��ssioNaL MA Mj BRICK _ PAVERS �00 O 0 20 0 scale 20 40 feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JDM DATE 06/08/18 SUBTITLE CHECKED SPT 06/08/18 ENGINEER BEE 06/08/18 TITLE APPROVED BY DEPT. I DATE Mi CIVIL MASTER 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-3G TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-31- AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3K FOR UTILITY CROSSING. MA SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M 2� ACTUATED VALVE PER DETAILS ON SHEET C500-3Z 3� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 1 ON C500-3R :> MODULAR WETLAND PER DETAILS ON SHEET C500-3X 5� PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R CONSTRUCTION NOTES PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID 3 PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" 4� PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED EQUAL z m WWI CIVIL PERMIT STORM DRAINAGE PLAN - SHEET 5 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401367 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 Ul wI` \LIV W4700331 J `' A ""' ` 10/01 / 18 SHEET C500-3E C50- JOB N0. COMP NO. W4700331 DWG N0. RENTON, WA 4-APRON-R-0500-3E Cy') i 0 LU WE 00 0 N 00 0 N u; 0 z 0 1= 0 ca m J I III 1 \ \ LAKE WASH N GTO N SUMMER o EL 15.18 (NGVD29) WINTER o EL 13.18 (NGVD29) A / V UTILITY STAND �R2 ,, J HARDSTAND f� / / R2 N: 186553.76 /� o E: 130093 442 .._ ~� l✓;` l 1 1109-18 24" PVC C 17 LF 8" SLOT DRAIN @ 0.0% r /Q / \ / W/HERRIN( �o p / N: 186421 Lj 81 6 6 2 � I • E: 130104 '� // RIM: 17.5C / E>39gV92f o / �j IE (SE) - IE (W) - j30" PVC DRAIN \ C) / % 20 LF 8" SLOT DRAIN @ 0.0% W/SOLID LOCKING LID 186398.65 - " - - S � E: 1300953.63 P@jDWIjS RIM: 18.38 - / / \ IE (E) = 13.77 (12" HDPE) OUTFALL 002A ' ) \ �� OUTFALL SHALL EXTEND o 78 LF 36"/HDPE / 1S (/ IE (S) = 14.34 (12"HDPE) BEYOND EXISTING WITHDRAWAL LIMIT LINE ADD LENGTH AS REQUIRED 5 1119-18 3 CONVERTED PILE w JUNCTION STRUCTURE 0 � . � ~ � I l I \\\ E: 1300901173 �o \ \\ RIM• 15.50 L �" \ \ \ I\ \\\ �IE (S) = 8.98 (36" HDPE) IE (N) = 2.25 (36 HDPE) IE (E) = 11.48 (8" SLOT FAIN) j\ Lf `) EXISTING/PROPOSED OHWM ,.� `� I' \ / \ \ \ \� 41 LF 2 1112-18 PVC DRAIN W/SOLID LOCKING L N: 186389.13 E: 1300798.36 UTILITY STAND \ \ \\ RIM: 18.51 R3 'IV . IE ((NW) 13.40 (1 � 13.40 0 HARDSTAND\\ \ •A\� IE (E) = 13.40 (12 R3 \ i BergerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A OUTFALL 002A EXTENDED BEYOND WITHDRAWAL LIMIT W4700331 ABAM SPT 09/19/18 B CITY OF RENTON COMMENTS W47003311 ABAM I SPT 10/01/18 MATCHLINE, SEE SHEET C500-3E BY I APPROVED I DATE i /g STS i N 186406.89 E: 1301034.05 RIM: 17.69 IE (S) = 9.51 (36" UKN) �IE (N) = 9.51 (36" UKN) - -IE (W) = 9.51 (36" HDPE)- \ .. ,.,.. W/HERRINGBONE GRATE N: 186359.45 E: 1301003.35 RIM: 18.30 IE (W) = 16.05 (12" SLOT DRAIN) 38 LF 12" SLOT DRAIN @ 0.0% W/HERRINGBONE GRATE N: 186349.82 E: 1300966.33 RIM: 18.26 IE (E) = 16.05 (12" SLOT DRAIN) IE (N) = 14.44 (12" HDPE) IE (W) = 16.05 (12" SLOT DRAIN) SDMH TYPE 3 - 72" N: 186384.15 E: 1300947.07 / RIM: 18.48 IE (W) = 13.76 (18" HDPE) / IE (E) = 9.34 (36" HDPE) IE (N) = 9.34 (36" HDPE) / � I URE 726-18 2 SAFE DRAIN N: 186429.76 E: 1300953.80 RIM: 18.00 IE (W) = 14.33 (12" HDPE) I I URE 725-18 [:2:j SAFE DRAIN N: 186399.32 E: 1300837.81 I RIM: 18.00 IE (E) = 14.00 (12" HDPE) IE (W) = 14.00 (12" HDPE) 224 LF 12" SLOT DRAIN @ 0.0% I I 1111-18 a' 30" PVC DRAIN 2 W/SOLID LOCKING LID N: 186360.23 E: 1300805.87 RIM: 18.34 IE (E) = 13.46 (12" HDPE) IE (N) = 13.46 (18" HDPE) I 1 ILI P. of WAsh� �f x 31271 w� ��ssioNaL 4-83 BUILDING 0 a-' 0 0' o m \ / 17 \ ~ a z a 200' SHORELINE SETBACK PER CITY OF RENTON 4-82 BUILDING 20 0 20 40 n/ scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE )ATE SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL MASTER 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-3G TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-3L AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3K FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M 2> SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z 3� CONVERTED PILE SUPPORTED STRUCTURE PER DETAILS ON STRUCTURAL PLANS. FIELD LOCATE STRUCTURE BETWEEN EXISTING SHEET PILE WALL TIE -BACKS AS REQUIRED. ® SLOT DRAIN PER DETAIL 1 ON SHEET C500-2V PROVIDE 36" TIDEFLEX TF-1 VALVE PER DETAIL 1 ON C500-3Y CONSTRUCTION NOTES PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE 2� PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE CONNECT TO EXISTING STORM PIPE WITH SADDLE MANHOLE TYPE 3 PROVIDE STORM DRAINAGE MANHOLE TYPE 3 WITH DIAMETER SHOWN IN PLAN PLUG EXISTING OUTFALL 002 PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT R-3498-K2GS OR APPROVED EQUAL 8� ABANDON PIPE. SEE NOTE 7 FOR ABANDONMENT PROCEDURE CIVIL PERMIT STORM DRAINAGE PLAN - SHEET 6 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401368 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/2018 01rstraka 12/20/2018 U wI` \LIV W4700331 J `' /� D 10/01 / 18 SHEET C500-3F C51 JOB N0. COMP NO. W4700331 DWG N0. RENTON, WA 4-APRON-R-0500-3F GENERAL NOTES 30 20 Of I ELI -20 0+00 JU EX GRADE AT UTILITY TRENCH FINISHED GRADE AT OF PIPE (6) 4" POWER 1" POWER 70 LF 12" HDPE PROVIDE COLD BEND ROWS-062 OF PIPE (2) 2" DATA WITH RADIUS NOT TO EXCEED 1 C50�-3P (1) 3" AIR MANUFACTURER'S RECOMMENDATIONS (1) 2" WATE 20 ------ ---------- ---- -- - -- -- ------- -- -_ -_ -_ -- ------ -- ----- - f C500-3Y - -- ---------- -- ----- - -_ - - --- - -- --_ -- -- - ----- ----- -- - --- ---- --------- _ -- 12" HDPE --�-- @ 0.20% - ---- 58LF 12" HDPE ----- @ 0.20% --- 49LF -- ---- 12" HDPE @ 0.20% --- --- ---- -106LF 12- " HDPE @ 0.20%• ---- ---- I • I ---'-� L'«'-I- ---� - - - �- - -- _ --- =�-- ������ _ _ -- ____ - C7 SUMMER - 15.18 NGVD 29 -� WINTER - 13.18 NGVD 29 _ - 97LF 12» HDPE @ -- 0.20% -�-�- I --- 66LF - 10 8" FIRE EX FIRE ABANDON I OUTFACE 014A IE = 6.56 1072-18 A 30" PVC DRAIN C500-3Y - - - W/SOLID LOCKING LID 1074-18 1075-18 RIM = 18.76 1073-18 » 30 PVC DRAIN 30 PVC DRAIN 0 1071-18 IE IN ( ) = 13.84 (12" HDPE N) 24" PVC DRAIN W/SOLID LOCKING LID W/SOLID LOCKING LID 2 24" PVC DRAIN IE (OUT) = 13.84 (12" HDPE E) W/HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.59 W/HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.41 IE (IN) = 14.72 (12" HDPE W) C500-3Y PROVIDE 2' SUMP RIM = 18.40 IE (IN) = 13.59 (12" HDPE W) IE ) = 14.72 (12 OUT HDPE N) ( 1076-18 RIM = 17.58 IE (IN) = 16.15 (12" SLOT DRAIN S) IN IE ( ) = 13.59 (12" HDPE E) 30" PVC DRAIN -10 j IE (IN) = 15.15 (15" SLOT DRAIN N) IE (IN) = 13.70 (12" HDPE W) IE (OUT) = 13.59 (12" HDPE N) W/SOLID LOCKING LID IE (OUT) = 14.03 (12" HDPE S) IE (OUT) = 13.70 (12" HDPE E) 18LF 12" HDPE RIM = 18.70 @ 0.20% IE (IN) = 15.05 (12" HDPE W) IE (IN) = 14.68 (12" HDPE S) IE (OUT) = 14.68 (12" HPDE N) on 1 +00 2+00 3+00 1071-18 TO OUTFALL 014A SEE SHEET C500-3A & C500-3A EX AIR ABANDON -EX POWER 30 30 30 30 10" STORM ABANDON URE 721-18 UTILITY TRENCH 18LF 18" HDPE @ 0.85% EX WATER ABANDON FINISHED GRADE AT EX WATER ABANDON EX GRADE AT SAFE DRAIN A (2) 4;; POWER FINISHED GRADE AT OF PIPE 142LF 12 HDPE @ 0.23% OF PIPE RIM = 18.00 IE (IN) = 14.00 (12" HDPE E) (1) 2 DATA EX FIRE (PREV ABANDONED) OF PIPE 3" AIR EX DATA ABANDON IE (OUT) = 14.00 (12" HDPE W) (1) 3" AIR WATER ABANDON EX GRADE AT 20 EX POWER ABANDON 20 20rl�_EX EX AIR ABANDON 6 OF PIPE 20 SUMMER - 15.18 NGVD 29 7 _-- --- _---_ -� I -- _ ---_ ---- _WINTER _4P-E0. - 13.18 NGVD 29-_47LF _ 12" 87% < < (4) 4" POWER 10 10 10 EX FIRE 10 3 6" EX STORM (PREV ABANDONED) 8" WATER EX WATER (PREV ABANDONED) EX AIR ABANDON 4 5 UTILITY TRENCH (6) 4" POWER 1077-18 0 EX WATER ABANDON (1) 2" DATA 1074-18 0 0 30" PVC DRAIN 0 TEMPORARY 2" WATER 30" PVC DRAIN L W/SOLID LOCKING LID RIM = 19.17IE 81 LF 18" HDPE @ 0.87% W/SOLID LOCKING LID (IN) = 15.10 (18" HDPE SW) PROVIDE 2' SUMP IE (OUT) = 15.10 (18" HDPE N) -10 URE 722-18 RIM = 18.41 (IN) = 13.59 (12 HDPE W) -10 -10 1077A-18 30 PVC DRAIN 1078-18 30 PVC DRAIN -10 IE SAFE DRAIN IE (IN) = 13.59 (12" HDPE E) W/SOLID LOCKING LID W/SOLID LOCKING LID RIM - 18.00 IE (OUT) = 14.33 (12" HDPE W) IE (OUT) = 13.59 (12" HDPE N) RIM = 19.31 RIM = 18.47 IE (IN) = 16.70 (10" EX CI S) IE (IN) = 14.40 (18" HDPE S) IE (OUT) = 15.25 (18" HDPE NE) IE (OUT) = 14.40 (18" HDPE E) -20 -20 -20 1-20 0+00 1 +00 1 +97 0+00 1 +00 1+ 16 URE 722-18 TO 1074-18 1077A-18 TO 1078-18 SEE SHEET C500-36 SEE SHEET C500-36 30 20 10 I OR -20 0+00 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS 4+00 SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 4+90�v 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. SEE GENERAL NOTES ON SHEET G2. 1 CONCRETE PIPE ANCHORS AT 10' ON CENTER, SEE DETAIL II C500-3Y L-() UTILITY CROSSING. SEE SHEET C500-3AA FOR UTILITY CROSSING TABLE. PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPE AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET G2. FINISHED GRADE AT 1079-18 OF PIPE 30" PVC DRAIN W/SOLID LOCKING LID 30 RIM = 19.21 IE (IN) = 15.20 (18" HDPE SE) 30 FIE (OUT) = 15.20 (18" HDPE N) EX GRADE AT ' � OF PIPE EX POWER EX WATER ABANDON 85LF 18" HDPE @ 1.53% 20 _ 20 TT SUMMER - 15.18 NGVD 29 - - -- - - I I I - - I I -I r- -- - - - - - - - - =o WINTER - 13.18 NGVD 29 8 10 1080-18 10 EX WATER ABANDON 8" WATER VEX 30" PVC DRAIN 7 1 W/SOLID LOCKING LID FIRE RIM = 18.47 IE (IN) = 13.90 (18" HDPE S) 0 IE (IN) = 13.90 (18" HDPE W) 0 IE (OUT) = 13.90 (18" HDPE E) EX FIRE (PREV ABANDONED) 1079A-18 -10 30" PVC DRAIN -10 LOCKING LID _W/SOLID RIM = 19.35 IE (IN) = 16.65 (8" EX CI S) IE (OUT) = 15.35 (18" HDPE NW) -20 I I I I I I I -20 0+00 1+00 1+13 1079A-18 TO 1080 -18 SEE SHEET C500-313 FINISHED GRADE AT OF PIPE EX GRADE AT 10" EX STORM ABANDON OF PIPE EX WATER ABANDON I 9 6" EX STORM (PREV ABANDONED) 10 -•�` I---------- ---- --------- 255LF 18" HDPE @ 0.20% - - - - - - - - ---- ---------- ---- ---------98LF 18" HDPE @ 0.25%-------- - -- ---------- - - 204LF 18" HDPE - - - - - @ 0.25% - - - - - - - - - f 1 - - - - - - - - -- TEMPORARY 2" WATER 12" FIRE --a) I \_EX 1082-18 FIRE ABANDON 30" PVC DRAIN UTILITY TRENCH 1080-18 W/SOLID LOCKING LID (6) 4" POWER 30 PVC DRAIN 1082A-18 RIM = 18.40 1078-18 (1) 2DATA W/SOLID LOCKING LID 30" PVC DRAIN IE (IN) = 13.114 (18" HDPE W) 30" PVC DRAIN (1) RIM = 18.47 W/SOLID LOCKING LID IE (OUT) = 12.37 (30" HDPE N) 2" WATER W/SOLID LOCKING LID IE (IN) = 13.90 (18" HDPE S) RIM = 18.47 RIM = 18.47 IE (IN) = 13.90 (18" HDPE W) IE (IN) = 13.65 (18" HDPE W) IE (IN) = 14.40 (18" HDPE S) IE (OUT) = 13.90 (18" HDPE E) IE (OUT) = 13.65 (18" HDPE E) IE (OUT) = 14.40 (18" HDPE E) 1 +00 BY APPROVED DATE SYM W4700331 ABAM SPT 06/08/18 W4700331 ABAM SPT 10/01/18 REVISION 2+00 3+00 1078-18 TO 1082-18 SEE SHEETS C500-313 & C500-3C BY I APPROVED I DATE 4+00 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet P. of WAsh� �f ""A//V" x 31271 w� ��ssioNaL V-�`�'� i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER 5+00 30 20 o SUMMER - 15.18 NGVD 29 =o WINTER - 13.18 NGVD 29 10 I orf -20 5+67 R-401369 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 STORM DRAINAGE PROFILE - SHEET 1 v W4700331 J `"� n """ 10/01/18 SHEET /� APRON R INFRASTRUCTURE C500.3G C52 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WA DWG NO. 4-APRON-R-0500-3G 30 FINISHED GRADE AT UTILITY TRENCH � OF PIPE EX GRADE AT 2 10" STORM ABANDON 4" " POWER 18" HDPE STORM OF PIPE 10" STORM ABANDON C500-3P ROWS-063 (i) (1) 3" AIR C500-3Y t EX AIR (PREY ABANDONED) (1) 2 WATE 20 --- - -----------_--_-_--_ -- --------- ----- - ------------------- -- --- - ------------------- -- t- ------------------- _ ---------- ------ - ------ 1„ POWER - - - _� -�------ FC\500- --98LF 12" HDPE @ 0.48%----- -- - --60LF 12" HDPE @ 0.26%-- 49LF 12" HDPE @ 0.20%-- -----------------10 ` 6" EX STORM (PREV ABANDONED) � 1089-18 1086-18 6 EX STORM (PREV ABANDONED) 30 PVC DRAIN- ` 24" PVC DRAIN W/SOLID LOCKING LID �� \ W/HERRINGBONE GRATE 75LF 12" HDPE @ 0.20% RIM = 18.59 IE (IN) = 14.78 (12" HDPE E) 11 l I OUTI 0 PROVIDE . SUMP RIM = 18.36 1088-18 IE (OUT) = 14.78 (12" HDPE N) - - IE (IN) = 16.15 (12" SLOT DRAIN W) 30" PVC DRAIN 18LF 12" HDPE @ 0.20% IE (IN) = 16.15 (12" SLOT DRAIN E) W/SOLID LOCKING LID IE (OUT) = 14.80 (12" HDPE N) PROVIDE 2' SUMP 1090-18 RIM = 18.40 30" PVC DRAIN -10 URE 723-18 IE (IN) = 14.18 (12" HDPE E) W/SOLID LOCKING LID SAFE DRAIN IE (IN) = 14.18 (12" HDPE W) RIM = 18.70 RIM = 18.00 IE (OUT) = 14.18 (12" HDPE N) g2 LF 12" HDPE PROVIDE IE (IN) = 14.74 (12" HDPE S) COLD IE (IN) = 14.33 (12" HDPE S) BEND WITH RADIUS NOT TO IE (IN) = 15.02 (12" HDPE E) EXCEED IE (OUT) = 14.33 (12" HDPE E) MANUFACTURER'S RECOMMENDATIONS IE (OUT) = 14.30 (12" HDPE N) -20 0+00 1+00 2+00 3+00 4+00 1086-18 TO OUTEALL 012A SEE SHEET C500-313 30 20 10 U -10 -20 0+00 30 20 10 0 -10 -20 0+00 30 30 20 20 SUMMER-15.18 NGVD 29 7 WINTER-13.18 NGVD 29 10 10 012AIE=2.60 0 -10 -1 -20 4+24 0 -20 0+00 EX POWER ABANDON FINISHED GRADE AT 12LF 18" HDPE @ 0.30% OF PIPE EX GRADE � OF AT PIPE 2" WATER 3" AIR 55 LF 36" HDP WATER ABANDON 21LF 24" HDPE @ 5.17% 12" FIRE\ r 1" POWER BEND WIT �r FEX 17LF 36" HDPE @ 0.20% C500-3Y TOLDEXCEED MAC -------- - - - ----- --- ------ ---- 13 - - - ----- --- --- -- -- - -------- - - _- - ---------- i-- - -- -_-- -- -_- ---- ---- - - -- --_-�- -- ---- -�-_-- --�-�- ------ 1 --- f lV 57LF 18" HDPE -- ---- ---- --- - - - - - - - - - - - - - - - - - - -------- - - - - - - - - -I- ----------- - --- --- - - - --- - @ 1.57% 160LF 30" HDPE @ 0.60% EX FIRE 8" WATER 1082-18 1083-18 68LF 30" HDPE @ 0.60% � 1 `-- 76LF 36" HDPE @ 0.20% I 30 PVC DRAIN 30" PVC DRAIN 1084-18 I 12 W/SOLID LOCKING LID W/SOLID LOCKING LID SDMH TYPE 3 - 60" 1085-18 I I 1081-18 RIM - 18.40 IE (IN) = 12.14 (24' HDPE S) RIM = 18.17 RIM = 18.17 14 SDMH TYPE 3 - 72" A - - - - - C500-3Y 30" PVC DRAIN IE (IN)= (18" HDPE W) IE (IN) = 11.41 (30" HDPE S) IE (IN) = 11.00 (30" HDPE S) RIM = 18.94 W/SOLID LOCKING LID IE (OUT) = 12.37 (30" HDPE N) OU 12. IE (OUT) = 11.41 (30" HDPE N) IE (OUT) = 10.50 (36" HDPE W) IE (IN) = 10.35 (36" HDPE E) y RIM = 18.94 IE (OUT) = 10.35 (36" HDPE N) IE (IN) = 14.73 (18" HDPE E) 1081A-18 C500-3Y IE (OUT) = 14.68 (18" HDPE N) 30" PVC DRAIN EX 488A EX 492A W/SOLID LOCKING LID EXIST CB TYPE 2 RIM 16.58S) CB TYPE 2 - 48'> RIM = 18.58 IE IN ( ) = 10.31 (36 HDPE S) RIM = 19.02 IE (IN) = 13.78 (18 HDPE S) IE (IN) = 13.09 (18" HDPE E) IE (IN) = 14.87 (18" EX HDPE E) IE (IN) = 13.73 (24" HDPE E) IE (OUT) = 9.29 (36" HDPE NW) IE (OUT) = 14.77 (18" HDPE W) IE (OUT) = 13.73 (24" HDPE N) 1 +00 2+00 3+00 EX 49 2A TO 0 UTFALL 004A SEE SHEET C500-3C 4+00 I I ROWS-064 C500 3Q FINISHED GRADE AT 3 AIR 53LF 18" HDPE @ 2.25% OF PIPE 57LF 18" HDPE @ 0.20% 1" POWER 145LF 12" HDPE PIPE @ 0.23% 148LF 12" HDPE PIPE @ 0.20% EX GRADE AT CL OF PIPE 16 --- - _- = - =-- ------= - ---= - - ---- --- -- - ---_ -_ _ - - -_ -_ - ---------- --------- ----- ---- ---------- -- ------ ---------- -- -------------- - -------------- -- ---- -T- - - - - ---- ---- ------------------ ------- --� - - - - - - - - - - - - - --- -- - ---------- ------- --- - - - - - 15" STORM ABANDON - - - - -------II- I j ---- ------ - - - ---- --- - - - - - - - - EX POWER ABANDON 15 1096-18 EX POWER ABANDON EX WATER EX FIRE ABANDON 12" FIRE 30" PVC DRAIN W/SOLID LOCKING LID I18 URE 7DRAINB 2" WATER 8(IN) 1 URE 727 SAFE IE (IN) 6 5.09 (12" HDPE NW) SAFE DRAIN RIM = 18.25 RIM = 18.25 44LF 18" HDPE @ 0.20% IE (IN) = 14.29 (18" HDPE NE) IE (IN) = 15.08 (8" HDPE NE) IE (IN) = 14.00 (12" HDPE PIPE S) IE (OUT) = 14.29 (18" HDPE W) IE (OUT) = 14.33 (12" HDPE PIPE N) IE (IN) = 14.60 (8" HDPE NE) 1095-18 i i i IE (OUT) = 14.00 (12" HDPE PIPE NW) 30" PVC DRAIN EX 488A W/SOLID LOCKING LID RIM = 17.96 EXIST CB TYPE 2 RIM = 16.58 IE (IN) = 15.50 (15" SLOT DRAIN SW) IE (IN) = 10.31 (36" HDPE S) IE (IN) = 15.50 (15" SLOT DRAIN E) IE (IN) = 13.09 (18" HDPE E) IE (IN) = 13.70 (12" HDPE PIPE SE) IE (OUT) = 9.29 (36" HDPE NW) IE (OUT) = 13.70 (18" HDPE NW) 1 +00 2+00 URE-727 TO EX 488A 3+00 4+00 30 20 10 Ef -10 -20 4+76 FINISHED GRADE AT OF PIPE EX GRADE AT r � OF PIPE --- --------97LF 12" HDPE @ 0.48% - - - - - - - - - ----77LF 12" HDPE @ 0.20%--- - URE 724-18 SAFE DRAIN RIM = 18.00 IE (IN) = 14.33 (12" HDPE S) 1087-18 IE (OUT) = 14.33 (12" HDPE W) 24" PVC DRAIN W/HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.36 IE (IN) = 16.15 (12" SLOT DRAIN W) IE (IN) = 16.15 (12" SLOT DRAIN E) 1088-18 30" PVC DRAIN W/SOLID LOCKING LID PROVIDE 2' SUMP RIM = 18.40 IE (IN) = 14.18 (12" HDPE E) IE (IN) = 14.18 (12" HDPE W) IE (OUT) = 14.18 (12" HDPE N) IE (OUT) = 14.80 (12" HDPE N) 1 +00 1087-18 TO 1088-18 SEE SHEET C500-313 & C500-3C 30 PROVIDE RADIUS NOT UFACTURER'S vs SUMMER - 15.18 NGVD 29 - WINTER - 13.18 NGVD 29 10 OUTFALL 004A IE = 4.40 1 -10 -20 4+97 SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 30 20 10 Ef -10 -20 1 +96 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. SEE GENERAL NOTES ON SHEET G2. CONCRETE PIPE ANCHORS AT 10' ON CENTER, SEE DETAIL C50�-3Y �-() UTILITY CROSSING. SEE SHEET C500-3AA FOR �/ UTILITY CROSSING TABLE. PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPE AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET G2. SEE SHEET C500-3C R-401370 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerAB" DEVELOPMENT ENGINEERING 01%� [:�RFACE WATER UTILITY 33301 9th Avenue South, Suite 300 afowler 12/20/2018 traka 12/20/2018 Federal Way, Washington 98003-2600 CIVIL PERMIT (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ESIGNB AND/OR CHECKED 06 08 18 STORM DRAINAGE PROFILE - SHEET 2 W4700331 C 11/09/18 - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 OD c°>� APPROVED BY DEPT. DATE BEENEER 06 08 18 TITLE APRON R INFRASTRUCTURE C53CHECKED C500-3H B CONSTRUCTION PHASING & PIPE DEPTH W4700331 ABAM SPT 10/09/18 w� si3�z�� �06 No. COMP No. C RFI 007 W4700331 ABAM SPT 11/09/18 9L�APPROVED RENTON SITE W4700331 ONAL 6 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-3H 30 20 10 1] -10 -20 0+00 30 41 LF 10 0 -10 -20 0+00 5111 Pill [1] d[I] Will -30 0+00 FINISHED GRADE AT 84LF 12" HDPE @ 0.48% 27" STORM (PREV ABANDONED) OF PIPE EX GRADE AT � OF PIPE 21 91 LF 12" HDPE @ 0.20% 23 22 --- - _ = - ____ - -- ---- ---------- -------- ---------- --- ---- --------- ---------- ---- -- -- ----t-y- ---------- ---------- --------- - ---- -- 1 1 1 1 - - - - - 1 1 - - - 1 - - - 1 - - - - - - - - - - - - - - - - - - - - - 1 1 1 1 - - - - - -r1r- - - - - - 77 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 J 27" STORM (PREV ABANDONED) i_ 1111-18 30" PVC DRAIN EX FIRE ABANDON EX FIRE ABANDON 8" FIRE W/SOLID LOCKING LID 36" HDPE STORM 34 8" FIRE 36" STORM ABANDON IE (IN) = 13.46 (12" HDPE E) IE (OUT) = 13.46 (18" HDPE N) 1109-18 24" PVC DRAIN 8 W/HERRINGBONE GRATE 1110-18 153LF 12" HDP@ E 0.20% 24" PVC DRAIN 24" PV W/HERRINGBONE GRATE PROVIDE 2' SUMP 30" PVC DRAIN PROVIDE SUMP RIM - 17.50 IE (IN) = 13.95 (12" HDPE SE) W/SOLID LOCKING LID RIM = 17.90 IE (OUT) = 14.35 (12" HDPE NW) IE (OUT) = 13.95 (12" HDPE W) RIM = 18.38 IE (IN) = 13.77 (12" HDPE E) IE (IN) - 14.34 (12" HDPE S) IE (OUT) = 13.717 (12" HDPE W) I 1 ROWS-066 C500-3R UTILITY TRENCH 1+00 2+00 1108-18 TO 1111-18 SEE SHEET C500-3F 0=11 30 30 F- FINISHED GRADE AT OF PIPE 20 20 SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 10 10 1111-18 30 PVC DRAIN W/SOLID LOCKING LID RIM = 18.34 0 IE (IN) = 13.46 (12" HDPE E) IE (OUT) = 13.46 (18" HDPE N) -10 -10 -20 3+47 (2) + ruvv�R (1) 1" POWER (1) 2" DATA 1OLF 18" HDPE @ 0.20% 81 LF 18 HDPE @ 0.20% FINISHED GRADE AT q OF PIPE EX GRADE AT (1) 2" WATER � OF PIPE (1) 3" AIR 18LF 18" HDPE @ 0.20% 1 " POWER 26 18" HDPE @ 0.20% 3" AIR -�- - -�--� --- ----�- ----- - ---�----------- - - ----- ----�-- ---I --------------_ -�------- �_�-___ -__---- ---------- ------__ -_---_--- - I^ N I IF 1 ff- - _ 39LF 18" HDPE @ 0.20%' --- --- -- Z1^T- --------1 1- --- ---------- ----179LF 18" HDPE @ 0.20%--- ---- ---------- 1 1 r 1113-18 12" FIRE 24 30" PVC DRAIN 25 W/SOLID LOCKING LID UTILITY TRENCH RIM = 18.86 (2) 4" POWER 1116-18 IE (IN) = 14.33 (18" HDPE NE) (1) 2" DATA 30" PVC DRAIN 1111 8-18 IE (OUT) = 14.33 (18 HDPE NW) (1) 2" WATER W/SOLID LOCKING LID SDMH TYPE 3 72" RIM = 18.48 RIM = 18.51 IE (IN) = 13.76 (18" HDPE W) 1112-18 E (IN) = 14.12 (18" HDPE NW) IE (IN) = 9.34 (36" HDPE E) 30" PVC DRAIN 1115-18 IE (OUT) = 14.12 (18" HDPE E) IE (OUT) = 9.34 (36" HDPE N) W/SOLID LOCKING LID 1114-18 30" PVC DRAIN PROVIDE 2' SUMP 30" PVC DRAIN W/SOLID LOCKING LID RIM = 18.51 W/SOLID LOCKING LID RIM = 18.92 IE (IN) = 13.40 (18" HDPE S) RIM = 18.95 IE (IN) = 14.28 (18" HDPE NE) IE (IN) = 13.40 (12" HDPE E) IE (IN) = 14.30 (18" HDPE SE) IE (OUT) = 14.28 (18" HDPE SE) IE (OUT) = 13.40 (18" HDPE NW) IE (IN) = 15.02 (12" HDPE NE) IF (OUT) = 14.30 (18" HDPE SW) 1 +00 2+00 1112-18 TO 1118-18 SEE SHEETS C500-3E & C500-31F 3+00 11 30 EX GRADE AT � OF PIPE F 30LF 18" HDPE @ 0.20% 20 1112-18 30" PVC DRAIN W/SOLID LOCKING LID 1 0� PROVIDE 2' SUMP RIM = 18.51 IE (IN) = 13.40 (18" HDPE S) IE (IN) = 13.40 (12" HDPE E) IE (OUT) = 13.40 (18" HDPE NW) 0 -20 1 1 -20 0+00 0+45 1111-18 TO 1112-18 SEE SHEET C500-3F 30 30 20 20 o SUMMER-15.18 NGVD 29 0 =o WINTER-13.18 NGVD 29 =o 10 10 0 0 -10 -10 -20 3+90 UTILITY TRENCH 12" HDPE STORM 30 FINISHED GRADE AT (2) 4" POWER OF PIPE EX GRADE AT (1) 2" DATA OF PIPE (1) 3" AIR 32 EXISTING SHEET PILE WALL EX FIRE ABANDON 12" FIRE 12" HDPE STORM (1) 2" WATE 1 1ell 1 1 1 I�MI I-- - - - - - - - - -1 1 ---- --- - -- - ---- ------ - -'- '-----------i 11 J------1--- ---------- ---- --- EX FIRE ABANDON _ I I I-i- ---- --- ---- ----- 132LF 36" UKN @ 0.60 0 96LF 36" HDPE @ 0.20% �r 180LF 36" HDPE @ 0.20%- 29 22 27- I I 1118-18 SDMH TYPE 3 - 72" RIM = 18.48 --- IE (IN) = 13.76 (18" HDPE W) 12" HDPE STORM IE (IN) = 9.34 (36" HDPE E) IE (OUT) = 9.34 (36" HDPE N) SEE STRUCTURAL PLANS 12" FIRE FOR WALL PENETRATIONS 1117-18 31 AND STRUCTURE CONNECTION C50��Y SADDLE MH TYPE 3 - 72" RIM = 17.69 IE (IN) = 9.51 (36" UKN S) 1119-18 78LF 36" HDPE @ 0.50% IE (OUT) = 9.51 (36" UKN N) CONVERTED PILE JUNCTION STRUCTURE IE (OUT) = 9.51 (36" HDPE W) RIM = 15.50 IE (IN) = 8.98 (36" HDPE S) IE (IN) = 11.48 (8" SLOT DRAIN E) IE (OUT) = 2.25 (36" HDPE N) 1 +00 2+00 1 1 17 -18 TO OUTFALL 002A SEE SHEET C500-3F SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A OUTFALL 002A EXTENDED BEYOND WITHDRAWAL LIMIT W4700331 ABAM SPT 09/19/18 B CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION BY I APPROVED I DATE 3+00 P. of WAsh� �f ® D BOE//V� � �P �;� �1 x 31271 w� ��ssioNaL -20 0+00 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. SEE GENERAL NOTES ON SHEET G2. 1 CONCRETE PIPE ANCHORS AT 10' ON CENTER, SEE DETAIL C500-3Y L-(4 1 UTILITY CROSSING. SEE SHEET C500-3AA FOR UTILITY CROSSING TABLE. PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET G2. FINISHED GRADE AT � OF PIPE EX C Of 27 120LF 12" HDPE @ 0.28% ------ ^ - ------ ---------- -- -� -----� --- ---- ---------- - - -- 41 LF 12" 1- HDPE @ 1.47% 1 d 1 1 T8" 28 FIRE 36" HDPE STORM 1112 URE 725-18 30" URE 726-18 SAFE DRAIN W/S SAFE DRAIN RIM = 18.00 RIM RIM = 18.00 IE (IN) = 14.00 (12" HDPE E) IE (OUT) = 14.33 (12" HDPE W) IE (OUT) = 14.00 (12" HDPE W) IIE E (I IE (0 1 +00 URE 726-18 TO 1112-18 SEE SHEET C500-3F 30 30 1 1 30 50LF 12" HDPE @ 0.20% EX GRADE AT I I � FINISHED GRADE AT OF PIPE OF PIPE 17? 1110-18 20 20 20 30" PVC DRAIN ------ -- - - - - ---- W/SOLID LOCKING LID SUMMER - 15.18 NGVD 29 11 1 RIM = 18.38 WINTER - 13.18 NGVD 29 IE (IN) = 13.77 (12" HDPE E) 11 1 IE (IN) = 14.34 (12" HDPE S) 10 10 11 1 10 IE (OUT) = 13.77 (12" HDPE W) r 36" HDPE STORM 33 OUTFALL 002A IE = 1.86 12" FIRE 0 0 0 1107-18 24" PVC DRAIN -10 -10 W/HERRINGBONE GRATE -10 RIM = 18.26 IE (IN) = 16.05 (12" SLOT DRAIN E) IE (IN) = 16.05 (12" SLOT DRAIN W) IE (OUT) = 14.44 (12" HDPE N) -20 -20 -20 0+00 0+59 1107-18 TO 1110-18 -30 4+09+07 SEE SHEETS C500-3F 4), Ber gerAB" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 30 RADE AT PIPE 20 10 0 -18 PVC DRAIN OLID LOCKING LIE = 18.51 N)=13.40(18' N) = 13.40 (12' UT) = 13.40 (1 -20 1 +73 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet CIVIL PERMIT STORM DRAINAGE PROFILE - SHEET 4 APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE R-401372 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY afowler 12/20/2018 rStraka 12/20/2018 Ul CURRENT REVISION SYMBOL DATE W4700331 B 10/01/18 SHEET C500-3K C55 JOB N0. COMP NO. W4700331 DWG NO. RENTON, WA 4-APRON-R-0500-3K #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR © 3.5" EA. WAY (4 PLACES) PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR #4x4.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 3" MIN (TYP) 24" x 20" FRAME W/BASE PLATE PLAN VIEW PROVIDE DOWELED CONSTRUCTION CEMENT JOINT (TYP) CONCRETE PAVEMENT #4 @ 12" O.C., EA. WAY, EPDXY COATED ° I a•• DIAGONAL #4 BARS 24" PVC DRAIN SECTION 1 A F­ 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR CEMENT CONCRETE 14.5" PCC PAVEMENT ° ° 12" CSBC L2-1/2" MIN CLR (TYP) 2-1/2" MIN CLR (TYP) 1­1_ 24"x24" SQUARE FRAME CAST INTO CONCRETE COLLAR MIN - - - - J #4 EPDXY COATED REBAR 10" O.C. EA. WAY 2 1/2" MIN (TYP) 24"x24" SQUARE FRAME PLAN VIEW 6" PCC PAVEMENT SECTION WITH 6" CSBC #4 @ 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 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CONCRETE COLLAR NOTES: � #4 EPDXY COATED REBAR 12 O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED �(2) #4 EPDXY COATED REBAR 3.5 EA. WAY (4 PLACES) __--#4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 30" CIRCULAR FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 30" CIRCULAR FRAME PLAN VIEW PROVIDE DOWELED 2-1/2" MIN CLR (TYP) CONSTRUCTION CEMENT JOINT (TYP) CEMENT CONCRETE CONCRETE PAVEMENT #4 @ 12" O.C., EA. 14.5" PCC PAVEMENT WAY, EPDXY COATED ° I.if I L ° 1" MIN 2" MAX 12" CSBC 2-1/2" MIN CLR (TYP) L30" FRAME CAST INTO DIAGONAL #4 BARS CONCRETE COLLAR 30" PVC DRAIN SECTION 1 B #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR ® 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 24" x 20" FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) RECTANGULAR FRAME PLAN VIEW PROVIDE DOWELED CONSTRUCTION JOINT (TYP) CEMENT CEMENT CONCRETE 2-1/2" MIN CLR (TYP) CONCRETE PAVEMENT PAVEMENT DIAGONAL #4 BARS 14.5" PCC 1. CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE COMPACTED TO AT LEAST 95% OF - = 12" CSBC MAX. DRY DENSITY PER ASTM D-1557. 2-1/2" MIN CLR (TYP) 2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT EXISTING TYPE 1 CATCH BASIN REQUIREMENTS SHOWN ON THE PAVING PLANS. TO BE ADJUSTED TO GRADE 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR #4 EPDXY COATED REBAR ADDITIONAL INFORMATION. AT 12" SECTION 1 F BOTTOM, O UNLESS OTHERWISE cNOTED 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET G2. MODIFIED CONCRETE COLLAR DETAILS SYM REVISION APRON R INFRASTRUCTURE C500-2A SCALE: NTS C500-2B,C500-2C C500-2D,C500-2E C500-2F BY APPROVED DATE SYM W47003311 ABAM I SPT 06/08/18 REVISION BY I APPROVED I DATE r- 10' MIN � #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED �(2) #4 EPDXY COATED REBAR ® 3.5 EA. WAY (4 PLACES) � #4x4'-6" EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 30"x30" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 30"x30" SQUARE FRAME PLAN VIEW PROVIDE DOWELED 2-1/2" MIN CLR (TYP) CONSTRUCTION CEMENT JOINT (TYP) CEMENT CONCRETE CONCRETE PAVEMENT #4 @ 12" O.C., EA. 14.5" PCC PAVEMENT WAY, EPDXY COATED ° I ° d ° ° - - 12" CSBC 2-1/2" MIN CLR (TYP) DIAGONAL #4 BARS 36" NYLOPLAST BASE PLATE AND 30"x3O" FRAME CAST INTO CONCRETE COLLAR 30" PVC DRAIN SECTOR 1C VF__ N-1, 11 /_rrr_t_4, _---- #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) _---#4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) - 24"x24" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 24"x24" SQUARE FRAME PLAN VIEW #4 @ 12" O.C., EA. CEMENT PROVIDE DOWELED CONCRETE WAY, EPDXY COATED CEMENT CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT PAVEMENT 2-1/2" MIN CLR (TYP) 14.5" PCC ° ° ° • • • 20.5 MIN - - -I 6" MIN 2,,, CSBC 2-1 /2" MIN CLR (TYP) JYJ DIAGONAL #4 BARS SECTION 1G AIRCRAFT RATED SDMH TYPE 3 W/SQUARE ADJUSTMENT SECTIONS AS REQUIRED P. of WAsh� �f x �Q k 31271 w� ��ssioNaL � #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR ® 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 24" CIRCULAR FRAME PLAN VIEW CEMENT PROVIDE DOWELED CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT 2-1/2" MIN CLR (TYP) bl 20.5 2-1/2" MIN CLR (TYP)J V_ DIAGONAL #4 BARS SECTION 1 D 24" CIRCULAR FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) - #4 @ 12" O.C., EA. WAY, EPDXY COATED CEMENT CONCRETE PAVEMENT 14.5" PCC ° • • • ° - 6" MIN 12" CSBC AIRCRAFT RATED SDMH TYPE 3 W/CIRCULAR ADJUSTMENT SECTIONS AS REQUIRED TEMPORARY HMA CONDITION (HDPE) PIPE BEDDING NOTES: 1. ALL BACKFILL SHALL BE MATERIAL SHALL BE PLACED IN TEMPORARY 4" HMA LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND DETECTABLE WARNING TAPE COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL 4" MIN NOTES ON SHEET G2. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE 38" MIN COVER 21 " MIN UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING SEE NOTES CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 6" MIN 4. MINIMUM COVER OVER PIPE AS SHOWN IS REQUIRED TO PERMANENT PCCP CONDITION (HDPE) PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS 14 1/2" 30" MIN COVER MIN SEE NOTES 0 PREVENT BOTH SHORT AND LONG TERM DEFLECTION PIPE DUE TO LOADING ON HDPE PE3408 WITH AN SDR OF OUTSIDE 17 AND THE DESIGN LOADS SHOWN ON SHEET G2. DIAMETER CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF THE MINIMUM TEMPORARY COVER REQUIREMENT CANNOT BE ACHIEVED. 6" MIN 5. VARIABLE HIGH GROUND WATER CONDITIONS ARE 0 0° 0 0 ° o o 0 ° o 0 o 0 0 PRESENT THROUGHOUT THE SITE. DEPTH TO GEOTEXTILE FOR / ° 0000°000011 00 000°0000°000000 GROUNDWATER IS TIED TO LAKE WASHINGTON WATER AS UIRED FOR 0 00 00o° o0 0° 0° LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES OVEREXQCAVATION. 000 ° 00 000o ° ° °0°0°0000 000°0°0°00 ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND SEE NOTE 2. PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION. SEE DETAIL ON SHEET C500-3Y FOR PIPE ANCHORING QUARRY SPACES FOR REQUIREMENTS. AS REQUIRED FOR OVEREXCAVATION. MIN TRENCH WIDTH 6. SEE DETAILS ON SHEET C500-3Y FOR OUTFALL PIPE SEE NOTE 2. FOR PIPE DIAMETER < OR - 15"; BEDDING DETAILS. WIDTH = PIPE DIA + 30" FOR PIE DIAMETER > 15"; WIDTH = (PIPE DIA X1.5) + 18" TYP. PPE BEDDING SECTOR C500-3A SCALE: NTS C500-3B,C500-3C C500-3D,C500-3E C500-3F i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER CIVIL PERMIT STORM DRAINAGE DETAILS - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE 9 1/2" MIN 6" MIN PIPE OUTSIDE DIAMETER 6" MIN if 12" MIN OVEREXCAVATION AS REQUIRED SEE NOTES (TYP) PIPE BEDDING PER WSDOT 9-03.12(3) R-401373 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING I � SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 Ul W4700331 - 06/08/18 SHEET C500-3L C56 JOB N0. COMP NO. W4700331 DWG NO. RENTON, WA 4-APRON-R-0500-3L I 1 /2 ITOP OF SLOT SHALL BE DEPRESSED 1 /2" BELOW SURROUNDING PAVEMENT 24" 24" ELEVATION AS SHOWN ON 1 3/ r'' CONSTRUCTION JOINT (TYP) SEE ::: GRADING PLANS (TYP) DETAIL 4 ON SHEET C500-2G PAVEMENT SLOPED AS SHOWN 15" ACTUAL ON GRADING PLANS (TYP) CONCRETE PAVING AS SHOWN ON SLOT HEIGHT PAVING PLANS (TYP) SEE NOTES ±2� _ - I ±2% 8 12 a NOTES: ° o a I° J 0 ° 30" #5 EPDXY COATED ° ° ° o REBAR, 18" O.C. TYP 1. SLOTTED DRAIN ASSEMBLY SHALL BE HANCOR DURASLOT, OR 3" MIN pCLR° APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT °0 ° a (TYP) LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. p ��P D D #4 EPDXY COATED o��� REBAR, 12" O.C. (TYP) 2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY77 COMPRESSIVE STRENGTH. /00/�O/�O O/\V�/\ \�/ � � � � � ° O�O7�O��OV�/ �A�/VAS/VAS/VAS/7/ 3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH Q VA�A��\�AA/\A��\AO�� PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF 3:L'i HIGH SLUMP CONCRETE REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS IT SHALL BE SUB -BASE MATERIAL o SEE NOTE 2 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 FITTINGS SHALL BE NON GALVANIZED ALUMINIUM, STAINLESS STEEL, ALUMINIZED STEEL, OR PLASTIC. 8' MIN 7 LJj AS SHOWN ON GO > PAVING PLANS (TYP) 12 , 15 , OR 18 AS o SHOWN ON PLANS. o SEE NOTES PIPE INVERT ELEVATION AS SHOWN ON PLANS TYPICAL SLOTTED DRAIN SECTION C500-2A SCALE: NTS C500-2B,C500-2C C500-2D,C500-2E C500-2F,C500-3A C500-3B,C500-3C C500-3D,C500-3E C500-3F (3) #4 EPDXY COATED REBAR PROVIDE DOWELED 3.5" EA. WAY (4 PLACES) CONSTRUCTION JOINT AT X PERIMETER (TYP) 8' 3" MIN MIN (TYP) r -�- �� 8 2A - - - - -- � �1 - --- � MIN I qt'' L J X #4x4.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) #4 EPDXY COATED REBAR 24" NYLOPLAST BASE PLATE AND 12" O.C. EA. WAY, TOP & BOTTOM, m 11 24" x 20" FRAME CAST INTO UNLESS OTHERWISE NOTED / CONCRETE COLLAR 1800 DUAL CONNECTION PLAN VIEW -7-8' MIN (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) X 8' 3" MIN MIN #4x4.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED 8' MIN I III X (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) 3" MIN PROVIDE DOWELED (TYP) CONSTRUCTION JOINT AT ---------- - PERIMETER (TYP) �I X I I #4x4.5' EPDXY ---------- - I COATED REBAR TYP. L - J TOP & BOTTOM (4 PLACES) N OTE: 1. BASINS SHALL BE NYLOPLAST PVC DRAINS OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR BACKFILLING 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 24"x20" RECTANGLE GRATE PRODUCT 00775035601. 7. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-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 GEOTECHNICAL 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 G3 FOR ADDITIONAL DESIGN REQUIREMENTS. %3_*"� NYLOPLAST PVC DRAIN BASIN C500-3A SCALE: NTS C500-3B,C500-3C C500-3D,C500-3E C500-3F (3) #4 EPDXY COATED REBAR _ 3.5" EA. WAY (4 PLACES) - 3" MIN (TYP) #4x4.5' EPDXY COATED REBAR TYP. 24" NYLOPLAST BASE PLATE AND TOP & BOTTOM (4 PLACES) 24" x 20" FRAME CAST INTO m I CONCRETE COLLAR / #4 EPDXY COATED REBAR #4 EPDXY COATED REBAR p 12" O.C. EA. WAY, TOP & BOTTOM, ® 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED 450 DUAL CONNECTION PLAN VIEW SLOTTED END CAP PER MANUFACTURER'S SPECIFICATION PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) II L� J II I X I I I I 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR 900 DUAL CONNECTION PLAN SEW TYPICAL SLOTTED DRAIN CONNECTIONS TO PVC DRAIN C500-3A SCALE: NTS C500-3B,C500-3C C500-3D,C500-3E C500-3F SYM REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 ABAM I SPT 06/08/18 3.75' MIN ° 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR 2-1/2" MIN CLR TYP 14.5" PCC L- #4 EPDXY COATED 24" PVC ® 12" O.C. EA. WAY, TOP & BOTTOM SLOTTED DR AIN PVC DRAIN PIPE 2-1/2" MIN CLR TYP PIPE COUPLING BAND DIAGONAL #4 BARS (TYP) PER MANUFACTURER'S PLAIN PIPE SEGMENT MATCHING SPECIFICATION SLOT PIPE TYPE AS REQUIRED FOR CONNECTION SECTION 2A REVISION BY I APPROVED DATE NOTE: CEMENT CEMENT CONCRETE CONCRETE PAVEMENT 10' MODIFIED CONCRETE PAVEMENT COLLAR PER DETAIL MINIMUM PIPE AIRCRAFT RATED FRAME COVER 27-INCHES AND GRATE, SEE NOTES ° ° o SEE NOTES F qL -�-- F F HIGH SLUMP 7EEGE PROFILES \� R\/ \ AND INVERT SEE NOTES. °o FULL WIDTH OF TRENCH (18" MIN) 12 'CSBC% \/\ \ SUMP DEPTH SHALL BE MINIMAL ALLOWABLE /\ \ \ /V \ \ DEPTH PER MANUFACTURER UNLESS \/ 24 \ \OOD OO\OO OTHERWISE NOTED ON PLAN QUARRY \ �O O �O \\/\\/\\ ACES / \Ogg Og \OgIc g BIAXIAL\ 12' MIN 8' MIN - � t (3) #4 EPDXY COATED REBAR � � � PROVIDE DOWELED © 3.5" EA. WAY (5 PLACES) CONSTRUCTION JOINT X AT PERIMETER (TYP) PROVIDE DOWELED NIN CONSTRUCTION JOINT AT 3" MIN PERIMETER (TYP) (TYP) \\ r \\ - - - �11 I � �1 -- - - - - � 8' MIN L -J L --1 8' f- MIN X #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP &BOTTOM, UNLESS OTHERWISE NOTED m \ 24" NYLOPLAST BASE PLATE AND #4x5' EPDXY COATED REBAR TYP. N I J 24" x 20" FRAME CAST INTO TOP &BOTTOM (4 PLACES) m l m CONCRETE COLLAR l SINGLE BASIN PLAN VIEW 1. 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 PAVING PLANS. 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR ADDITIONAL INFORMATION. 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET G2. 24" NYLOPLAST BASE PLATE AND PROVIDE DOWELED 24" x 20" FRAME CAST INTO CONSTRUCTION CONCRETE COLLAR CEMENT JOINT (TYP) CEMENT CONCRETE 2-1/2" MIN CONCRETE PAVEMENT CLR TYP PAVEMENT 14.5" PCC a.. o . ° - - ` 12" CSBC #4 EPDXY COATED 2-1/2" MIN CLR TYP REBAR @ 12" O.C. EA. DIAGONAL #4 BARS (TYP) WAY, TOP &BOTTOM 24" PVC DRAIN SECTION 2B P. ? OF WAS,,,,, BOE//V" �P �1 x 31271 w� ��ssioNaL SLOTTED END CAP PER MANUFACTURER'S SPECIFICATION 3.75' MIN ° SLOTTED DRAIN PIPE PIPE COUPLING BAND PER MANUFACTURER'S SPECIFICATION DUAL BASIN PLAN V EW 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR 2" MIN CEMENT -2-1/2" CONCRETE CLR TYP PAVEMENT 14.5" PCC ° ° 12" CSBC L#4 EPDXY COATED REBAR @ 12" O.C. EA. WAY, TOP & BOTTOM 24" PVC 2-1/2" MIN CLR TYP DRAIN DIAGONAL #4 BARS (TYP) PLAIN PIPE SEGMENT MATCHING SLOT PIPE TYPE AS REQUIRED FOR CONNECTION SECTION 2C BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTE SLOTTED DRAIN PIPE 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR SLOTTED END CAP PER MANUFACTURER'S SPECIFICATION 3.75' MIN I 4' MIN 2-1/2" MIN CLR TYP PIPE COUPLING BAND \ PER MANUFACTURER'S SPECIFICATION PLAIN PIPE SEGMENT MATCHING SLOT PIPE TYPE AS REQUIRED FOR CONNECTION 24" PVC DRAIN (TYP) SECTION 2D CIVIL PERMIT STORM DRAINAGE DETAILS - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE R SITE 14.5" PCC 3.75' MIN 2-1/2" MIN CLR TYP P #4 EPDXY COATED REBAR 2" CSBC @ 12" O.C. EA. WAY, TOP & BOTTOM DIAGONAL #4 BARS (TYP) 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR (TYP) R-401374 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGff"IL SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 %ji W4700331 - 06/08/18 SHEET C500-3M C57 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3M (4) 5/i STAI N LE BOLTS WASHEF TYPICAL WITH M EMBEDN 12" HDPE S 2" (Ty GRADE UPPER VALVE BOX SEE DETAIL 2 — 120 SERIES LIMITORQUE LECTRIC ACTUATOR EE NOTE. FLANGED CONNECTION TO ACTUATOR CHECK MANUFACTURERS BASE DETAILS FOR BOLT LOCATIONS 1/2" SCHEDULE 40 STAINLESS STEEL PIPE KITH FLANGED CONNECTION ON ONE END 12" x 12" x 1 /2" BASE PLATE SEE DETAIL 2 NON —SHRINK GROUT PADS I —I NOTE: CONTRACTOR TO VERIFY REQUIRED ACTUATOR SPECIFICATIONS FOR 12" AND 18" GATE VALVES WITH THE MANUFACTURER BEFORE INSTALLATION. CONTRACTOR MUST ALSO REFERENCE ELECTRICAL PLANS TO SPECIFY POWER REQUIREMENTS FOR EACH ACTUATOR. 24" TYP #4 x 30" EPDXY COATED REBAR (TYP) d d d 4 l ° ° '4 °, °. d a d 4 ° ° Q ad a ° ° .. .. ° d. a a do d 4 ° a RUMBELL VALVE EXTENSION — OWER VALVE BOX UT STEM TO FIT EE DETAIL 5 ON SHEET C500-3M ACTUATED VALVE - SECTION A rf\� ACTUATED VALVE DETAILS C500-3B SCALE: NTS C500-3C,C500-3D C500-3E 24" TYP , 1 4 x 30 EPDXY DATED REBAR PLACES) PAINT WHITE BACKGROUND PAINT RED BLOCKLETTERS SIZED TO FIT AVAILABLE SPACE TYP. VALVE BOX VALVE BOX SEE DETAIL CJ�C 0 VALVE BOX LID SEE DETAIL PAINT MARKINGS BENEATH LID SEE ABOVE DETAIL FOR PAINT MARKINGS UNDERNEATH VALVE BOX LID VALVE BOX LID SEE DETAIL a o o a VALCOM POSITION INDICATOR TYPICAL PAVEMENT SECTION Lw I J a Q 00 2" AWWA NUT ; z a w LLJ v) I—LLJ w z VALCOM LOW PROFILE POSITION INDICATOR Lq 12" GATE VALVE 0 0 0 0 0 O O 0 ACTUATED VALVE - SECTION B CRUSHED ROCK BASE COURSE LOWER VALVE BOX TRUMBELL VALVE EXTENSION SEE TYPICAL PAVEMENT SECTIONS STORM VANE UJU��H 3UMLE: IV 1 J C500-313,C500-3C C500-3D,C500-3E SYM REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 ABAM I SPT 06/08/18 VALVE BOX AND LID REVISION UPPER VALVE BOX VALVE BOX SEE DETAIL 0 I 4" STEEL GUARD POST TYPICAL 4—PLACES C500-5C -- I I I I 2.5' (MIN.) N I I I I I � I I I 0 BOLLARD LAYOUT NOTES: 1. 1. THIS FIGURE REPRESENTS ONLY TYPICAL SPACING. REFER TO DETAILS ON SHEET C500-5B FOR LOCATIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. 2. OMIT BOLLARDS WHERE OTHER BARRIERS PREVENT RISK OF — DAMAGE. SEE PLAN VIEW AND DETAIL IN NOTE 1 ABOVE. THROUGH HOLE FOR TRUMBELL O VALVE EXTENSION WELD 3 1 /2" STEEL PIPE TO STEEL BASE PLATE \­12"02"fl/2" STAINLESS STEEL PLATE ACTUATED VALVE BASE PLATE (TYP.) n TWO SD Of cn o L� w 0 VALVE BOX LID o OLYMPIC FOUNDRY w VBU-8215 OR SIMILAR Z "SD" TEXT ON LID Elf F IRON 5 SLIP VALVE BOX Ld cn yI�IIF1:i�'la WER VALVE BOX BY I APPROVED I DATE CONCRETE COLLAR "0" RING 12" CSBC 24" QUARRY SPALLS N 0 N � � p z° o ° L p a � p ° ° p p ,n / o O DIAM. PER P 0 p STEPS OR LAC / p° / 24:1 a SLOPE ° x p � / BIAXIAL 1500 GEOGRID SEPARATE BASE ACTUATED VALVE BOLLARD LAYOUT (TYP. MANHOLE RING AND COVER PER WSDOT STD PLAN B-30.70-03 a p o Q ° o a p a p p CIRCULAR a ADJUSTMENT SECTION p \\ AN \\ REINFORCED FLAT SLAB TOP \\ \ )ER /\ CHANNEL AND SHELF / N < CSBC p ° )1 \ REINFORCING STEEL 0o O0o O 00 DOg0110Eg O\000Q00 \ X/ INTEGRAL BASE AIRCRAFT RATED TYPE 3 MANHOLE UJU\ V— U JU/-\LL. IN I J C5000--3F P. 1 OF WAS,,,,, BOE//V" �P �1 x 31271 w� ��ssioNaL n PHAM ITA MIN ORATION 'I ------- y -- I I I "U" SHAPED KNOCKOUT I I �I ISTING JOINT Z < a MANHOLE RING AND COVER PER WSDOT CONCRETE COLLAR STD PLAN B-30.70-03 0 N N L'° o o ° � p a ° p 3 o a p CIRCULAR ADJUSTMENT SECTION Lli 0 Lij ° o' \ REINFORCED FLAT SLAB TOP Of STEPS OR LADDER \\ \ ~ /\ "' / DIAM. PER PLAN 18" MIN- / o CORE DRILL AND p CSBC KOR—N—SEAL BOOT / PRECAST REINFORCED cn \ J / ° p 24:1 ° p / CONCRETE SECTION SLOPE Q:� <�\//'\ FORM CONCRETE BASE \ AND CHANNEL IN FIELD W / z SLOPE / OPE p \ a /\ o w Z. "U" SHAPED MANHOLE KNOCKOUT TO INSTALL MANHOLE OVER EXISTING PIPE. PROVIDE 2" / 6» �, MIN CLEARANCE AROUND PIPE AND GROUT. MIN \\ 6" MIN ° ° 12" CSBC \\ PRECAST OR CAST —IN / O 0\ 0(::) 0 O / PLACE CONCRETE SLAB 0O DO O CUT AND REMOVE TOP 24" HALF OF EXISTING PIPE. /\ QUARRY / o�0���0 ��C BOTTOM HALF TO REMAIN 0C / SPACES OOOO�OOO� OOOC AS MANHOLE CHANNEL � \/ QDdQR) o0U00Uo0Uo \ \\ \\ BIAXIAL 1500 GEOGRI\ \\ \\ \\ \\ \\ \\ \\ i BemyerAB" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER 4 AIRCRAFT RATED TYRE 3 SADDLE MANHOLE C50�-3C SCALE: NTS C500-3D C500 3F CIVIL PERMIT STORM DRAINAGE DETAILS - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE R-401375 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/201801 rstraka 12/20/2018 W4700331 - 06/08/18 SHEET (;500-3N C58- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3N SD: SHUTOFF VALVE 8" PVC OUTLET TO RTU-011 X Q 36" X 72" ACCESS FOR 1.4' PLATE PACK REMOVAL ELEV-18.71 N-185581.50 E-1299364.30 I I - -T T - II 30" SQUARE SAMPLING AND INSPECTION ACCESS I I 1 cn w II0 w w cn I II 0 30" SQUARE MAINTENANCE ACCESS W/LADDER Q I 12" HDPE HIGH FLOW BYPASS OUTLET I 2.5' 30" SQUARE 48" 0 RISER MAINTENANCE ACCESS W/LADDER 1 I I 1 NLET WEIR I 1 30" SQUARE SAMPLING AND INSPECTION ACCESS I I \ II II I L - - - - - - - - - - - - Z_ of � W ELEV- 18.7 1--` 6.0' MIN 5.0' MIN N-185579.25 4.0' OWS AFTERBAY OIL SEPARATION CELL OWS FOREBAY E-1299355.58 8" SEE NOTES 8" SEE NOTES 8" SEE NOTES 22.0' SEE NOTES ROWS-062 PLAN VIEW 0 36" X 72" ACCESS FOR 30" SQUARE PLATE PACK REMOVAL SAMPLING AND INSPECTION ACCESS COALESCING PLATE PACK HOLD-DOWNS SECURED TO VAULT, SEE NOTES r v ° . A TOP OF OUTLET EL - 17.21 a 8" OUTLET ftut EL - 16.35 mm 8" PVC OUTLET TEE ° - - W _j - in Q- Z Acn � v o: " W z ~o z r v � W W <n o v OIL RETENTION BAFFLE/CONC BEA COALESCING PLATE PACK, SEE NOTES ) v� O U _tA z � � Q 30" SQUARE SAMPLING ^v AND INSPECTION ACCESS r v r. v 8„ PVC INLET TEE v dj� b WQ SURFACE _ - EL - 16.35 ° SUBMERGED 8" INLET EL 15.75 INLET WEIR s z w (n V v r.>vO P ° 5.0' HIGH FLOW BYPASS W Z z z 30" SQUARE SAMPLING _CINI AND INSPECTION ACCESS o. O. . p . WQ SURFACE EL - 16.35 DDER o; I ° v' ° 12" INLET PIPE EL - 13.49 o -FLANGE WITH ORIFICE PLATE AND SHEAR GATE SECURED IN OPEN POSITION r v . R yr v r ROWS-062 SECTION A -A 22.0' SEE NOTES 8" SEE NOTES 6.0 MIN 8" SEE NOTES 5.0 MIN 8" SEE NOTES 4.0' OWS AFTERBAY OIL SEPARATION CELL OWS FOREBAY 5.0' HIGH FLOW BYPASS ELEV-18.71 ELEV-18.57 30" SQUARE (TYP) N-185677.69 N-185654.45 E-1299737.19 E-1299743.18 ELEV-18.57 -N-185558.26 E-1299370.29 - - 30" SQUARE I I I I I I E\ z 30" SQUARE MAINTENANCE w MAINTENANCE ACCESS ACCESS W/LADDER - �`�' " I W/LADDER cn 12" HDPE INLET r6 I I 1 1 1 30" SQUARE SAMPLING w AND INSPECTION 1 Ln ACCESS 30" SQUARE SAMPLING AND I INSPECTION ACCESS I I 1 1 �NLET WEIR 1 1Ln L12" HDPE INLET 1 / I -30" SQUARE -��------��-- I -I- -J MAINTENANCE I 1 ACCESS W/LADDER I 1 I ELEV-18.71 14, 1 1 N-185675.44 '36" X 72" ACCESS FOR MAINTENANCE SQUARE 1 E-1299728.47 PLATE PACK REMOVAL MAINTENANCE ELEV-18.57 ACCESS W/LADDERJ 48 RISER I N-185652.20 8" PVC OUTLET Z 1 E-1299734.47 TO RTU-012 ELEV-18.57 2.5 N-185556.01 � 12 HDPE HIGH FLOW ' E-1299361.58 m I BYPASS OUTLET ROWS-063 PLAN VIEW cm I 30" SQUARE SAMPLING AND INSPECTION ACCESS v ° ' Vr r v. EL - 17.55 SEE NOTES v TOP OF RISER ° EL - 16.93 ° ° ILL - 14.9.5 ° ISER TEE HOLD-DOWN & SUPPORTS SECURED TO VAULT, SEE NOTES r \-48" 0 RISER WITH C-4 v SOLID BOTTOM BOTTOM EL - 10.55 °I OFF NOTFS NOTES 1. SEE GENERAL NOTES ON SHEET C500-3R. 2. DESIGN WATER QUALITY FLOWRATE: 0.713 CFS 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 2.751 CFS rf� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT: ROWS-062 C500-3A SCALE: NTS SD SHUTOFF VALVE U 36" X 72" ACCESS FOR 30" SQUARE PLATE PACK REMOVAL o �? SAMPLING AND _Z v; z INSPECTION ACCESS COALESCING PLATE PACK a HOLD-DOWNS SECURED <v ,� 30" SQUARE SAMPLING 30" SQUARE SAMPLING z , N TO VAULT, SEE NOTES AND INSPECTION ACCESS AND INSPECTION ACCESS ro 30" SQUARE SAMPLING AND INSPECTION ACCESS 8" PVC s.. r .s. ° .o. .. r r V.' v. p °. rv: ° - EL 17.55 TOP OF OUTLET ° °" INLET TEE SEE NOTES EL - 17.21 b 0 0 0 o 8" OUTLET ° ������� ������� W SURFACE � WQ SURFACE TOP OF RISER o EL - 16.35 _ - _ EL - 16.35 ,:. ° . ° : - EL - 16.35 EL - 16.93 0 p' 8" PVC w 12" BYPASS OUTLET TEE °.°. INLET EL 15.75 °. DDER OUTLET14.93 v cn z J Q Or .' c' NLET WEIR ° ---RISER TEE HOLD-DOWN & SUPPORTS SECURED TO VAULT, SEE NOTES V o r. 0 12" INLET PIPE ® g. ° ;. EL - 14.08 I� v. (/7 WITH ORIFICE PLATE AND SHEAR z ° 48" 0 RISER WITH U, z_ o z-FLANGE oo ::°. GATE SECURED IN OPEN POSITION `14 o SOLID BOTTOM Z v. w ° (n p ° ° W 'O 0 "'r BOTTOM EL - 10.55 ° OIL RETENTION BAFFLE/CONC BEA NOTES 1. SEE GENERAL NOTES ON SHEET C500-3R. COALESCING PLATE PACK, 2. DESIGN WATER QUALITY FLOWRATE: 0.713 CFS SEE NOTES 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 2.75 CFS ROWS - 0 6 3 SECTION B - B rf� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT: ROWS-063 C500-3B SCALE: NTS R-401376 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerAB" DEVELOPMENT ENGINEERING 01%� [:�RFACE WATER UTILITY 33301 9th Avenue South, Suite 300 afowler 12/20/2018 traka 12/20/2018 Federal Way, Washington 98003-2600 ICIVIL PERMI (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 STORM DRAINAGE DETAILS - SHEET 4 W4700331 A 10/01 / 18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10 01 18 ® ����� ENGINEER TITLE APRON R INFRASTRUCTURE / / � >- APPROVED BY DEPT. DATE BEE 06 08 18C500 3P C59 CHECKED RENTON SITE �o R 31271 o ww JOB NO. COMP NO. �� �clsTsa� � APPROVED ss�oNAL W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWI NO. 4-APRON-R-0500-3P 22.0' SEE NOTES 22.0' SEE NOTES 8" SEE NOTES 8" SEE NOTES 8" SEE NOTES 8" SEE NOTES 8" SEE NOTES 8" SEE NOTES 6.0 MIN 5.0 MIN ELEV-18.97 6.0 MIN 5.0 MIN 4.0 OWS AFTERBAY OIL SEPARATION CELL OWS FOREBAY 5.0 HIGH FLOW BYPASS ELEV-18.73 4.0' OWS AFTERBAY OIL SEPARATION CELL OWS FOREBAYF5.0' HIGH FLOW BYPASS ELEV002.42 N-186008.46 N-185887.62 ELEV-18.73 N-186002.42 E-1299961.84 N-185874.57 E-1300290.26 E-1299981.98 SHUTOFF VALVE _ _ _ _ _ _ 30" SQUARE _ _ 30" SQUARE 7 T T T I I MAINTENANCE ACCESS T T 7 I I T I I M\ MAINTENANCE ACCESS I I I I I I I` M� N I W/LADDER W/LADDER _A( 30" SQUARE I I I I I I I m I -- -� -- -- - - -- -- -- - -- - -- - -- G -- -� �_ MAINTENANCE I� z ACCESS W/LADDER I I �- -- -- -- --�I-- -- -- -- �-�-- --�N 18" HDPE INLET 5' MAXIUM I I I I I I I �I I 12" HDPE INLET Lij INLET WEIR \ 8 PVC OUTLET I I I I I AND SNQSPECTION UARE SAMPLING w I I I I 30" SQUARE SAMPLING I I I I cn w TO RTU 014 ACCESSbi \ cn I I I I I I AND INSPECTION I I / I \ I 30" SQUARE INLET WEIR 0 30" SQUARE / I ACCESS / \ w SAMPLING AND SAMPLING AND INSPECTION ACCESS I I I I I I I I I cf' INSPECTION ACCESS-/ 0 30" SQUARE MAINTENANCE I I ACCESS W/LADDER I I I I I ELEV-18.97 N-185880.07 30" SQUARE E-1299956.94 30" SQUARE ELEV-18.73 ELEV-18.72 MAINTENANCE 1.4' I » MAINTENANCE N-185867.02 N-185993.71 36 X 72 ACCESS FOR ACCESS W/LADDER I 2.5' 36 X 72 ACCESS FOR ACCESS W/LADDER E-1299977.08 E-1300292.53 PLATE PACK REMOVAL 48" 0 RISER ELEV-18.68 PLATE PACK REMOVAL 48" 0 RISER 2.5 N-185999.75 TLET E-1300315.76 8" PVC OUTLET Q „ I I TO RTU-013 Q BYPASSPE HIGH FLOW 12" HDPE HIGH FLOW BYPASS OUTLET I Q I ROWS-065 PLAN VIEW N cm ROWS-064 PLAN VIEW SD SHUTOFF VALVE 36" X 72" ACCESS FOR 30" SQUARE PLATE PACK REMOVAL SAMPLING AND INSPECTION ACCESS COALESCING PLATE PACK HOLD-DOWNS SECURED TO VAULT, SEE NOTES d d d TOP OF OUTLET EL - 17.21 ° 8" OUTLET o EL - 16.35 d, 8" PVC w d OUTLET TEE ° w 0 c o Z Q U .d Z � a z cn w z_ CD � Z OIL RETENTION BAFFLE/CONC COALESCING PLATE PACK, SEE NOTES OQ 30" SQUARE SAMPLING 1`L 30 SQUARE SAMPLING AND INSPECTION ACCESS �0 30" SQUARE SAMPLING AND INSPECTION ACCESS AND INSPECTION ACCESS d ° d d° d.: d .Q ° 8" PVC ° - a EL - 17.60 INLET TEE d SEE NOTES OF RISER WQ SURFACE _ WQ SURFACE EL - 16.93 �vv EL - 16.35 EL - 16.35 ISER TEE HOLD-DOWN - - & SUPPORTS SECURED SUBMERGED J „ TO VAULT, SEE NOTES INLET EL 15.75 DDER 18" BYPASS d OUTLET NLET WEIR EL - 14.40 v 18" INLET PIPE EL - 13.61 v z LANGE WITH ORIFICE PLATE AND SHEAR 48" 0 RISER WITH w Jvv Jvv ao w GATE SECURED IN OPEN POSITION SOLID BOTTOM W d CV d a BOTTOM EL - 10.60 SEE NOTES ROWS-064 SECTION A -A NOTES 1. SEE GENERAL NOTES ON SHEET C500-3R. 2. DESIGN WATER QUALITY FLOWRATE: 0.665 CFS 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 2.26 CFS rf� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT: ROWS-064 C500-3C SCALE: NTS 30" SQUARE SAMPLING AND INSPECTION ACCE' d EL - 17.21 8" OUTLET EL - 16.35 8" PVC OUTLET K d C= � D cl) r- o m 0 36" X 72" ACCESS FOR PLATE PACK REMOVAL COALESCING PLATE PACK HOLD-DOWNS SECURED TO VAULT, SEE NOTES d d. . m m Z � O Z m n 4.d OIL RETENTION BAFFLE/CONC BEA COALESCING PLATE PACK, SEE NOTES 12» MIN SEE NOTES 12 MIN S 12» MIN 3/4 ES �o EE NOT 5� ORIF/cE T pK 6 MI N OF PIA tEAC SQUARE SAMPLING 30" SQUARE SAMPLING 30" SQUARE SAMPLING FA30" ND INSPECTION ACCESS AND INSPECTION ACCESS AND INSPECTION ACCESS d G d ° .d G G d d '; d „ d 8 PVC 9 d ° ° a d d EL - 17.70 INLET TEE d SEE NOTES d ° d WS SURFACE ° WQ SURFACE y TOP OF RISER v- vw _ EL - 16.35 EL - 16.35SUBMERGED „ INLET EL 15.75 DDER 12" BYPASS OUTLET RE EL - 14.87 NLEf WEIR ad d ISER TEE HOLD-DOWN & SUPPORTS SECURED 12" INLET PIPE ' TO VAULT SEE NOTES ME EL - 13.98 ° ° m N 48" 0 RISER WITH r' °O = LANGE WITH ORIFICE PLATE AND SHEAR �_ SOLID BOTTOM z o K: ° GATE SECURED IN OPEN POSITION z v ` d BOTTOM EL - 10.70 .d SEE NOTES ROWS-065 SECTION B-B NOTES 1. SEE GENERAL NOTES ON SHEET C500-3R. 2. DESIGN WATER QUALITY FLOWRATE: 0.647 CFS 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 2.239 CFS rf� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT: ROWS-065 C500-30 SCALE: NTS i BergerABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 CIVIL PERMIT R-401377 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/2018 rStraka 12/20/2018 Ul SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 STORM DRAINAGE DETAILS - SHEET 5 W4700331 A 10/01 / 18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 ""'WrArw"® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-3Q C60 RENTON SITE W4700331 �o R o ww JOB NO. COMP NO. �clsTsa� � APPROVED SS�oNAL _r7 APPROVED CIVIL MASTER SITE RENTON, WA DWI NO. 4-APRON-R-0500-3Q ELEV-18.83 N-186438.57 E-1300758.29 30" SQUARE MAINTENANCE ACCESS W& cn w 0 z w cn 0 30" SQUARE MMY_1NA1»I►[t1_1►IK I INSPECTION ACCES 22.0' SEE NOTES 8" SEE NOTES 6.0 MIN 5.0 MIN 8" SEE NOTES 8" SEE NOTES 4.0' OWS AFTERBAY I F 1 OIL SEPARATION CELL I 1 OWS FOREBAY , F 1 5.0' HIGH FLOW BYPASS - - T -I- I I ELEV-18.91 N-186432.43 E-1300751.72 1.4' 36" X 72" ACCESS FOR PLATE PACK REMOVAL 8" PVC OUTLET Q TO RTU-015 30" SQUARE SAMPLING I AND INSPECTION ACCESS I 4�NLET WEIR I 30" SQUARE MAINTENANCE ACCESS W/LADD S D AN VIEW SHUT OFF VALVE ROWS-066 PLAN � ELEV-18.70 N-186421.04 E-1300774.68 I 30" SQUARE MAINTENANCE ACCESS W/LADDER 8" HDPE INLET / I 1 Ln I I ELEV-18.79 48" 0 RISER 2.5' N-186414.89 E-1300768.11 I 18" HDPE HIGH FLOW BYPASS OUTLET LIE v� 36" X 72" ACCESS FOR �Q� 30" SQUARE PLATE PACK REMOVAL �� QP�' ���� �� o��� SAMPLING AND Q� c�� INSPECTION ACCESS COALESCING PLATE PACK HOLD-DOWNS SECURED 30" SQUARE SAMPLING 30" SQUARE SAMPLING � TO VAULT, SEE NOTES `� AND INSPECTION ACCESS AND INSPECTION ACCESS �� 30" SQUARE SAMPLING AND INSPECTION ACCESS d d ° ° °. ° n d ° ° d d ° A: d Q ° $„ PVC ° a d ° c 4 aEL - 17.80 TOP OF OUTLET ° INLET TEE ° SEE NOTES EL - 17.21 a o a a d' TOP OF RISER 8" OUTLET - �_ - - - - - - WQ SU_RFACE _ _ - - - - - - WQ SURFACE - EL - 16.91 d d EL - 16.35 = EL - 16.35 EL - 16.35 - RISER TEE HOLD-DOWN _ - - - & SUPPORTS SECURED TO VAULT, SEE NOTES 8" PVC o DDER OUTLET TEE INLET EL 15.75 18" BYPASS cn Q .d ' z NLET WEIR OL TLE 14.41 z 18 INLET PIPE a. EL - 13.32 cf, w w v v z -FLANGE WITH ORIFICE PLATE AND SHEAR Z vv vv v v vv - 48 0 RISER WITH z ^wv^wv vv^wv^wv a ao w d GATE SECURED IN OPEN POSITION CDN SOLID BOTTOM w to d w, d d BOTTOM EL - 10.80 m „ a. d I d ..A A °I SEE NOTES OIL RETENTION BAFFLE/CONC COALESCING PLATE PACK, SEE NOTES ROWS-066 SECTION A -A NOTES 1. SEE GENERAL NOTES ON THIS SHEET. 2. DESIGN WATER QUALITY FLOWRATE: 0.6425 CFS 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 2.2283 CFS rf� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT: ROWS-066 C500-3E SCALE: NTS APRON R FINISHED GRADE C p a 4" e . n AA 4 L4 3. G. DRAINAGE STRUCTURE -\ INSTALL AS CLOSE TO STRUCTURE AS POSSIBLE INLET PIPE FROM MODULAR WETLAND Flow -� - - Y:L AIW. k 11Itso fm n n n a INSTALL AS CLOSE TO STRUCTURE AS POSSIBLE OUTLET PIPE TO OUTFALL - 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 INLINE 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. 4. VERIFY SIZES OF PIPES AND REQUIRED INLINE CHECK VALVE SIZE WITH MANUFACTURER BEFORE INSTALLATION. r2� TIDEFLEX CHECK VALVE DETAIL C500-38 SCALE: NTS C500-3C,C500-3D C500-3E,C500-3F 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 36". 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. RESTRICTOR 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 FIT. 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 45° TO 60' 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 G2. 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 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 TO INSPECTION. SEE GENERAL NOTES ON SHEET G2. R-401378 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerAB" DEVELOPMENT ENGINEERING 01%� SURFACE WATER UTILITY 33301 9th Avenue South, Suite 300 afowler 12/20/2018 rstraka 12/20/2018 Federal Way, Washington 98003-2600 CIVIL PERMIT (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 STORM DRAINAGE DETAILS - SHEET 6 W4700331 A 10/01 / 18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 OD c°>� APPROVED BY DEPT. DATE BEENEER 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-3R C61 RENTON SITE �o R 31271 o ww JOB NO. COMP NO. AL �clAPPROVED ss�oN�W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-3R 75 a_ 0 N 00 N L 0 z E 0 c 0 ca J SITE SPECIFIC DATA PROJECT NAME 4851 - SOUTH SHORE OF LAKE WA - APRON R PROJECT LOCATION RENTON, WA STRUCTURE ID RTU- I 1 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.202 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.789 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16.30 PVC 8" OUTLET PIPE 15.20 HDPE 12" PRETREATMENT BIOFIL IRA TION DISCHARGE RIM ELEVATION 1&63 1&63 1&63 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER (2) 36" X 36" �2� 36» X 36* (2) 30" X 30" INDUSTRIAL MEDIA VOLUME (CY) 5.70 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) (2) 0 1.95" NOTES.- NEENAH FOUNDRY R-3498-R3S SPRING ASSIST HATCH - I Imo, Y..'.........._ ..._.......... PATENTED NEENAH FOUNDRY PERIMETER R-3498-R2S SPRING VOID AREA [ASSIST HATCHES 771 VERTICAL NEENAH FOUNDRY UNDERDRAIN R-3498-R3S SPRING MANIFOLD ASSIST HATCH NEENAH FOUNDRY-, R-3498-P2S '`71 ❑ ❑ SPRING ASSIST I I ❑l ❑l ❑❑ HATCH --- - I I I R OUTFLOW PIPE DRAIN DOWN LINE SEE NOTES PLAN VIEW NEENAH FOUNDRY R-3498-R2S SPRING ASSIST HATCHES PRE -FILTER CARTRIDGE INFLOW PIPE SEE NOTES INDUSTRIAL MEDIA BED 18.63 16.45 IE IN INSTALLATION NOTES FLOW CONTROL ° ` ' ` ` 16.30 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND RISER ` �. ° o a o o - - - - TOP OF WEIR INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND - our �, _ _ _ _ _ _ ' - �s_28 - - APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 15.20 MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN WATER TABLE 1520 10'-10" 4- - 12'-10' �-- MANUFACTURERS CONTRACT B PRETRRATMRNT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 6-� CHAMBER CHAMBER CHAMBER b ­6' _ 24-0 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED 25'-0" BY THE PROJECT ENGINEER. CONTRACTOR lS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. ELEVATION VIEW 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 INTERNAL BYPASS DISCLOSURE: GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE PIPES. ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES LOW INFLOW PIPE DISCLOSURE: AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE (. F nI F R A I NI OTFC AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 NEENAH FOUNDRY R-3498-P2S SPRING ASSIST HATCH 9'-4" LEFT END VIEW NEENAH FOUNDRY NEENAH FOUNDRY R-3498-R2S SPRING R-3498-R3S SPRING o ASSIST HATCH ASSIST HATCH I C/L /1 a r I CIO 4"� 8"- 3'-8"-4'-0"- -8" - RIGHT END VIEW NEAR MODULAR WETLAND SYSTEM RTU01 1 00-3A SCALE: NTS REVISION BY I APPROVED I DATE P. of WAsh� �f x 31271 w� ��ssioNaL ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. DATE BEE 7 LF 8" PVC 8" GATE VALVE I I I I I I I t I I -------- I I I m 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 IlE11E I I I ELEV-18.71 ELEV-18.71 N-185582.71 N-185589.01 E-1299370.03 E-1299394.44 ELEV-18.66 N-185573.79 E-1299372.34 ELEV-18.66 N-185580.09 E-1299396.74 CHECKMATE IN -LINE VALVE L-______J �- 12" GATE VALVE \- HIGH FLOW BYPASS \-ROWS-62 12" GATE VALVE RTU -1 1 PLAN SCALE: NTS ' v AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498-R3S 62" X 36" DOUBLE EAST JORDAN 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 G3. 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. 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 G2. 5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DATE SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL MASTER CIVIL PERMIT STORM DRAINAGE DETAILS - SHEET 7 APRON R INFRASTRUCTURE RENTON SITE SITE R-401379 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING + Fr12/20/2018 WATER UTILITY ,� afowler 12/20/2018 a wI` \LIV W4700331 J `' /� n 10/01 / 18 SHEET C500-3S C62- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3S OHW Umw vnVV VI ITV WI ITT M O O i LU 75 N 00 N L 0 z E 0 c 0 ca V) !n J SITE SPECIFIC DATA PROJECT NAME 4851 - SOUTH SHORE OF LAKE WA - APRON R PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-12 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.20 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.789 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16.30 PVC 8" OUTLET PIPE 15.20 HDPE 12" PRETREATMENT BIOFIL TRA TION DISCHARGE RIM ELEVATION 18.63 18.61 18.63 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER (2) 36 " X 36" () 36 " X 36- (2) 30 " X 30 " INDUSTRIAL MEDIA VOLUME (CY) 5.70 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) (2) 01.94 " NOTES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. 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 EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES ACTUATED VALVE � i r 011 nvn PATENTED VERTICAL T is L;H I L VALVL NEENAH FOUNDRY NEENAH FOUNDRY [NEENAH FOUNDRY I R-3498-R3S SPRING R-3498-R2S SPRING PERIMETER UNDERORAINV010 AREA MANIFOLD R-3498-R3S SPRING ASSIST HATCH ASSIST HATCHES ASSIST HATCH ELEV-18.71 ELEV-18.71 N-185667.43 N-185673.73� f NEENAH FOUNDRY NEENAH FOUNDRY E-1299698.45 E-1299722.86 _'�r..a..:"y.T•.. �V..+. .i ..!er r.r+r..V N �.�k!+` � �,q T ^.up.r' .ti -�?y� I R 3498 R3S S R 3498 R2S S R!N M..;.; ASSIST HATCH ASSIST HATCH s INDUSTRIAL MEDIA , „ ` x.. 4a 1 BED C/L - ,.,� l U _ CHECKMATE IN -LINE VALVE - NEENAH FOUNDRY -'e'" ❑ ❑ 'El- �❑ I I---------------- R-3498-P2S SPRING ( (o❑ ❑❑?�.y. AssIsr HArcH -------- I ------- - 4 I I I IELEV- 18.65 .............. I ............ 1: I --- ---- ---- ----I --- ---- ---- ----I -4" ELEV-18.65 Lj N-185658.51 N-185664.81 _3'-8"� 8" E-1299700.76 E-1299725.16 INFLOW PIPE OUTFLOW PIPE "i SEE NOTES NEENAH FOUNDRY PRE FILTER DRAIN DOWN LINE SEE NOTES 1?-3498-1?2S SPRING CARTRIDGE LEFT END VIEW ASSIST HATCHES � S1S S1S S1S S1S S1S S1S S1S PLAN VIEW 46 HIGH FLOW BYPASS RTU -12 PAN /�/ SCALE: NTS ' V NEENAH FOUNDRY 12" GATE VALVE R-3498-P2S ; SPRING ASSIST HATCH C/L AK HGL 16.45 18.63 IE IN 16.30 I" " 1 FLOW CONTROL : OF WEIR ' I ' ' RISER 16.28 7 15.20 12'-10"4„ 10'-10" - WATER TABLE7 -3'-8"� 4'-0" PRETREATMENT DISCHARGE 15.20 as CHAMBER CHAMBER 6" 24'-0" _6" 8" 8'-0" 8" 25'-0" 9'-4" ELEVATION VIEW RIGHT END VIEW 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. IIIIIIIIIIIIIN SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. PROTECTED BY ONE MORE OF THE FOLLOWING US PATENTS THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE E i C 1�,e� In 7,425,262; 7,470,362; 7,674,378; PROPERTY OF MODULAR WETLANDS SYSTEMS. ANY 8,303,816, RELATED FOREIGN REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PATENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. A FOn'terra Company REVISION TREATMENT FLOW (CFS) 0.20 OPERATING HEAD (FT) 1.0 PRETREATMENT LOADING RATE (GPM/SF) 1.9 INDUSTRIAL MEDIA LOADING RATE (GPM/SF) 1.0 MW54-8-24- V-UG STORM WA TER BIOFIL TRA TION SYSTEM STANDARD DETAIL ri1 LINEAR MODULAR WETLAND SYSTEM RTU-012 C500-38 SCALE: NTS BY I APPROVED I DATE P. of WA I �f ® D BOE//V� � 31271 ISTE NAL AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498-R3S 62" X 36" DOUBLE EAST JORDAN 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 G3. 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. 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 G2. 5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTE ICIVIL PERMITI STORM DRAINAGE DETAILS - SHEET 8 APRON R INFRASTRUCTURE RENTON SITE R SITE R-401380 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Fur FACE WATER UTILITY afowler 12/20/2018 +raka 12/20/2018 U wI` \LIV W4700331 J `' /� n 10/01 / 18 SHEET C500-3T C63- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3T i O LU 75 N 00 N L 0 z E 0 c 0 ca r� J SITE SPECIFIC DATA PROJECT NUMBER 4851 PROJECT NAME SOUTH SHORE OF LAKE WA - APRON R PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-013 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) *0.256 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.904 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16. JO HDPE 8" OUTLET PIPE 15.20 HDPE 8" PRETREATMENT BIOFIL IRA TION DISCHARGE RIM ELEVATION 18.70 18.70 18.70 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER J6" x J6" J6" x 74" 2 " 74 " 36 J6 36 , 30 " X 30 " INDUSTRIAL MEDIA VOLUME (CY) 4.15 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 02.4J" NOTES. • *TWO MWS UNITS WILL PROVIDE THE REQUIRED TREATMENT NEENAH FOUNDRY NEENAH FOUNDRY R-3498-R2S SPRING NEENAH FOUNDRY R-3498-R3S SPRING ASSIST HATCHES PATENTED R-3498-R3S SPRING ASSIST HATCH INDUSTRIAL MEDIA PERIMETER BED CIL VOID ASSIST HATCH FAREA F---------------- - ---- -- - - - - A t r-s^ r'l'.p�YL'2�rr.F v,�-ise:•[`f 0 r . s.t VERTICAL UNDERDRAIN MANIFOLD rt_I�c I NEENAH FOUNDRY❑` - Di "- - R-3498-P2S SPRING I ❑ ❑ •L- ❑ El❑ I INLET PIPE ASSIST I ❑ El❑ i ❑' ❑ ❑ ❑ ❑ ❑ ❑ I SEE NOTES HATCH ---- ---- -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - ---'-------------- ---- R !? DRAIN DOWN LINEJ I., NEENAH FOUNDRY t PRE -FILTER A OUTLET PIPE NEENAH FOUNDRY PLAN VIEW R-3498-R3S SPRING CARTRIDGE SEE NOTES R-3498-R2 SPRING ASSIST HATCH ASSIST HATCH WEIR 16.00 INSTALLATION NOTES I E OUT 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND 15.20 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND - - - APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE I >e oe <o 00 I NEENAH FOUNDRY R-3498-R3S SPRING ASSIST HATCH NEENAH FOUNDRY o R-3498-P2S SPRING ASSIST `- HATCH # LEFT END VIEW ulimi CIL 1&70 16.30 AK N� 16.20 c ----- - - - - ------------------ - MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN WATER I . MANUFACTURERS CONTRACT. 6" 20'-0" 6" TABLE 8" 8' 0" 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 15.20 9'-4" RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 21 '--O" RIGHT END VIEW THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY ELEVATION VIEW PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. 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 EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. NEAR MODULAR WETLAND SYSTEM RTU-01 3 C500-3C SCALE: NTS REVISION BY I APPROVED I DATE P. of WAsh� �f x 31271 w� ��ssioNaL rw�rorrr ,_vuwjr 5 LF 8" HOPE ®0.2% Ooo ELEV-18.97 N-185884.90 E-1299960.38 ELEV-18.88 \ N-185879.89 E-1299968.11 ELEV-18.97 EN 1299948.68-\ ELEV-18.88 N-185861.99 E-1299956.51 9 LF 8" HDPE @ 0.6% SDCO N-185855.72 E-1299949.86 RIM = 15.92 IE = 15.17 9 LF 8" HDPE @ 0.2% RTU-013 PLAN N SCALE: NTS AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498-R3S 62" X 36" DOUBLE EAST JORDAN 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 G3. 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. 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 TO INSPECTION. SEE GENERAL NOTES ON SHEET G2. 5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAILS. i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 SDCO N-185885.27 RTU-014 C500-3V \1-1/ (CIVIL PERMIT( CIVIL MASTER STORM DRAINAGE DETAILS - SHEET 9 APRON R INFRASTRUCTURE RENTON SITE SITE ROWS-64 C500-3 HIGH FLOW BYPASS R-401381 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Fur FACE WATER UTILITY afowler 12/20/201801 raka 12/20/2018 wI` \LIV W4700331 J `' /� n 10/01 / 18 SHEET CC64- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3U 5 LF 8" HDPE ® 0.2%--\ SDCO N-185885.27 I O LU 75 N 00 N L 0 z E 0 c 0 ca J SITE SPECIFIC DATA PROJECT NUMBER 4851 PROJECT NAME SOUTH SHORE OF LAKE WA - APRON R PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-014 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) *0.256 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.904 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16. JO HDPE 8" OUTLET PIPE 15.20 HDPE 8" PRETREATMENT BIOFIL IRA TION DISCHARGE RIM ELEVATION 18.70 18.70 18.70 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER J6" x J6n J6" x 74" 2 " J6 J6 374 6 , 30 " X 30 " INDUSTRIAL MEDIA VOLUME (CY) 4.15 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 02.4J" 17: TWO MWS UNITS WILL PROVIDE THE REQUIRED TREATMENT NEENAH FOUNDRY NEENAH FOUNDRY PATENTED R-J498-R2S SPRING R-J498-RJS SPRING PERIMETER ASSIST HATCHES f INDUSTRIAL MEDIA ASSIST HATCH VOID AREA CIL I BED NEENAH FOUNDRY R-3498-RJS SPRING ASSIST HATCH .-:.-.-..- :..-:..-------------- --- T - --- - - - - - - -- ----c VERTICALI -�� , - - i �i-�.' e+�c ;r a� •=�+ : • Cf:.'"?�:y' .. �✓ -� sib I UNDERDR41N I %' tcy ' � i v,•I MANIFOLD ' 's r, � ;# � f INLET PIPE i I ❑ ❑ ❑ ' ❑ ❑ 1 SEE NOTES ' El El ❑❑ ❑❑ °❑❑ 0❑1 L r f A TPRE -FILTER CARTRIDGE 1&70 INSTALLATION NOTES 16.JO 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND P 0 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND NEENAH FOUNDRY R-J498-RJS SPRING ASSIST HATCH `- DRAIN DOWN LINE � R� LEFT E N D VIEW PLAN VIEW NEENAH FOUNDRY OUTLET PIPE R-J498-R2 SPRING SEE NOTES ASSIST HATCH I - i - ^ APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN WALE I MANUFACTURERS CONTRACT. 6" 20'-0" 6" 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 15.20 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 21 '--O ` THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. 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 EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. /11 o NEENAH FOUNDRY NEENAH FOUNDRY i R-3498-P2S R-3498-R3S SPRING SPRING ASSIST ASSIST HATCH HATCH CIL J7 Ll R R R RIGHT END VIEW NEAR MODULAR WETLAND SYSTEM RTU-014 C500-3C SCALE: NTS REVISION BY I APPROVED I DATE P. of WAsh� �f x 31271 w� ��ssioNaL rw�rosrr ,_vuwir RTU-013 0 1 -3U 9 LF 8" HDPE @ 0.6% SDCO N-185855.72 E-1299949.86 RIM = 15.92 IE = 15.17 9 LF 8" HDPE @ 0.2% RTU-014 PLAN N SCALE: NTS AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498-R3S 62" X 36" DOUBLE EAST JORDAN 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 G3. 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. 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 TO INSPECTION. SEE GENERAL NOTES ON SHEET G2. 5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAILS. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ACCEPTABILITY DRAWN JDM DATE 06/08/18 SUBTITLE THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED SPT 06/08/18 ENGINEER BEE 06/08/18 TITLE APPROVED BY DEPT. I DATE CIVIL PERMIT STORM DRAINAGE DETAILS -SHEET 1 APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE HIGH FLOW BYPASS R-401382 IN COMPLIANCE WITH CITY OF RENTON STANDARDSURE DEVELOPMENT ENGINEERING SFACWATER UTILITY afowler 12/20/201801 rstraka 12/20/2018Ul 0 wI` \LIV W4700331 �­`­­ n 10/01 / 18 /� SHEET C500-3V C65 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3V M CD 0 i 0 LU I-_ 75 N 00 N L 0 z E 0 c 0 a� c� U) m J SITE SPECIFIC DATA PROJECT NAME 4851 — SOUTH SHORE OF LAKE WA — APRON R PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-15 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.183 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE 0.712 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16.30 PVC 8" OUTLET PIPE 15.20 HOPE 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 18.74 18.74 18.74 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER (2) 36" X 36" (2) 36" X 74" (2) 36 X 36 (2) 30" X 30" INDUSTRIAL MEDIA VOLUME (CY) 5.70 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) (2) 0 1.93" NO TES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. 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 EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES r I w T 16.34 16.30 OP 01 WEIR 16.18 6" 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PATENTED ldtli II1R/UL INFLOW PIPE SEE NOTES IVLLIVMII I vUIVUIII R-3498-R2S SPRING ASSIST HATCHES PLAN VIEW 12'-10" PRETREATMENT CHAMBER 4 24'-0" 25'-0" ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: Wr. r `10'- 10"— DISCHARGE CHAMBER THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE—TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. NEENAH FOUNDRY R-3498—R3S SPRING I ASSIST HATCH L/Ull LU11 r-IrL SEE NOTES NEENAH FOUNDRY R-3498—P2S SPRING ASSIST HATCH 18.74 FLOW CONTROL RISER lE OUT 15.20 WATER TABLE 1 15.20 8" NEENAH FOUNDRY R-3498-R2S SPRING ASSIST HATCH o II 1 1 r7 N LEFT END VIEW NEENAH FOUNDRY R-3498—P2S SPRING ASSIST HATCH 6 lI 1 3'-8' -- 9'-4 " RIGHT END VIEW NEAR MODULAR WETLAND SYSTEM RTU-015 00-3D SCALE: NTS AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498—R3S 62" X 36" DOUBLE EAST JORDAN 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 G3. 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. 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 G2. 5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 CIVIL PERMIT R-401383 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Fr12/20/2018 WATER UTILITY afowler 12/20/201801 a Ul SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE ~�N P. THIS DESIGN B AND/OR CHECKED 06 08 18 STORM DRAINAGE DETAILS - SHEET 11 W4700331 A 10/01 / 18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 ® ODP� c°> APPROVED BY DEPT. I DATE BEE 06 08 18 TITLE APRON R INFRASTRUCTURE LCHECKED C500-3W C66 31271 RENTON SITE JOB No. W4700331 COMP No. ���SIDNAL APPROVED APPROVED CIVIL MASTER SITE RENTON, WA DWG No. 4-APRON-R-0500-3W SITE SPECIFIC DATA PROJECT NAME 4851 - SOUTH SHORE OF LAKE WA - APRON R PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-16 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.181 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.707 PIPE DATA 1. E. MA TERIAL DIAMETER INLET PIPE 16.30 PVC 8" OUTLET PIPE 15.20 HDPE 12" PRETREATMENT BIOFIL TRA TION DISCHARGE RIM ELEVATION 19.12 19.12 19.12 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER (2) 36" X 36" (2) 36 " X 74 (2) 30 " X 30 " INDUSTRIAL MEDIA VOLUME (CY) 5.70 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) (2) 01.89 " NO TES: 16.33 \ INSTALLATION NOTES 1E IN 16.30 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND TOP OF WEIR 16.18 APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT WATER TABLE 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 15.20 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED 6"_ BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. 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 EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 SEE NOTES IVLLIYnII 1 VVIYVIII R-3498-R2S SPRING ASSIST HATCHES PATENTED PRE -FILTER `UKAIN VUWN LINt CARTRIDGE PLAN VIEW 12'-10 n PRETREATMENT 4 n CHAMBER 24'-0" 25'-0. ELEVA T/ON VIEW INTERNAL BYPASS DISCLOSURE: 1 Ir r)Tln A I NEENAH FOUNDRY R-3498-R3S SPRING ASSIST HATCH i I INDUSTRIAL MEDIA BED U NEENAH FOUNDRY R-3498-P2S SPRING ASSIST HATCH I VVII LVII I I I SEE NOTES Alfl-AIA11 rn11A1nnV NEENAH FOUNDRY R-3498-R2S SPRING ASSIST HATCH o 9'-4" LEFT END VIEW NEENAH FOUNDRY R-3498-P2S SPRING ASSIST o HATCH CIL PIMIES 19.12 I - FLOW CONTROL RISER IF OUT 15.20 -10'-10' 4" DISCHARGE �3'-8� �4' CHAMBER 8" 8'-0" 8" 9'-4" RIGHT END VIEW THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE Bio Clean 7,425,262; 7,470,362; 7,674,378,• PROPERTY OF MODULAR WETLANDS SYSTEMS ANY 8,303,816; RELATED FOREIGN REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PATENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. A FOIt@iia Company TREATMENT FLOW (CFS) 0.181 OPERATING HEAD (FT) 0.9 PRETREATMENT LOADING RATE (GPM/SF) 2.0 INDUSTRIAL MEDIA LOADING RATE (GPM/SF) 1.0 M WS-L -8-24- V- UG STORM WA TER BIOFILTRATION SYSTEM STANDARD DETAIL NEAR MODULAR WETLAND SYSTEM RTU-016 00-3E SCALE: NTS REVISION BY I APPROVED I DATE P. of WA �f ""A//V" x 31271 w� ��ssioNaL CHECKMATE IN -LINE VALVE ELEV-18.976 ELEV-18.965 7 LF 8" PVC N-186411.02 N-186428.24 ACTUATED VALVE E-1300729.20 E-1300747.61 8" GATE VALVE ------------- ------ IE ::1 E 0�1 El �=_I i 1 0 0 I I I I • I I I I I ELEV-18.930 ELEV-18.919- N-186404.29 N-186421.51 E-1300735.49 E-1300753.90 ROWS-66� HIGH FLOW BYPASS 18" GATE VALVE RTU 16 PLAN SCALE: NTS AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498-R3S 62" X 36" DOUBLE EAST JORDAN 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 G3. 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. 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 G2. 5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL PERMIT STORM DRAINAGE DETAILS -SHEET 1 APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE L------ I------- R-401384 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/2018 + rStraka 12/20/2018 ,� 2 wI` \LIV W4700331 J `' /� n 10/01 / 18 SHEET C500-3X C67 JOB N0. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3X C'7 V- O O 0 W 75 N N 00 N L 0 z 0 0 ca J INLET PIPE L— SAFE DRAIN VAULT ELEVATION DU/-\LL. IV I J iN]h^INNiNO3 I�Z!��Id�\!_le�Z4�1oh1E�C'i�� iiimlm ulf� lr;loii�'� � i� �h:ii%il�i !I�•�II Yl.,,:�la, .IIli1�l. .I�I��111����,'IW'�IIJIII9 IIIYIN�IIIrLii.�.l.�i■I.�� i■Ill� �Ill�i�ii�i_ii�_ .iJ11 ■IIIW�II Ilmllullunl�'niiWl■IiI„ �,I�I■Iluuni jnill,uliu�li Ii■II+IIIIIIIII■ 1111�1■ Ill�lr\'ll•II \e� lippl ipil \� _J L_ d CONTANMENT SAFE DRAIN VAULT PLAN SCALE: NTS i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 FINISHED GRADE 'E B PRECAST VAULT 1. VAULT IS TO BE AIRPLANE RATED PER LOADS ON SHEET G2. 2. LID NEEDS TO BE AIRCRAFT RATED WITH LIFT ASSIST. NEENAH FRAME AND GRATE ASSEMBLY R-3498-R2GS, OR EQUIVALENT. 1211 3. SHALLOW GROUND WATER (APPROX 4.5' OR TEXT 4" HIGH, BLACK SHALLOWER PER GEOTECH REPORT). SAFE DRAIN ISOLATION OPERATION 1. THE SAFE DRAIN CATCH BASIN AFT OF THE AIRCRAFT MAIN GEAR HAS 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 A WHEEL WHILE THE GRATE IS CLOSED. - 3. THE SAFE DRAIN BUTTERFLY VALVE IS VISIBLE THROUGH THE GRATE. IF THE BUTTERFLY VALVE DISC IS VERTICAL W THE VALVE IS OPEN. IF THE VALVE DISC IS HORIZONTAL THE VALVE IS CLOSED. L� 4. THE SAFE DRAIN VALVE IS NORMALLY OPEN TO PASS STORMWATER RUNOFF. 12" WIDE YELLOW 5. THE SAFE DRAIN VALVE MAY BE OPERATED BY OPENING TRAFFIC COLLAR 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 DRAIN 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. CAFE nQAINI WAI II T ANIF) r-QATF nFTAII C 0500-3A SCALE: NTS C500-313,C500-3C C500-3D,C500-3F BY APPROVED DATE SYM REVISION BY APPROVED ABAM I SPT 06/08/18 DATE FINISHED GRADE SAFE DRAIN VAULT ELEVATION SCALE: NTS (2) TYPE 'SA' HINGES 4 3/16" N !►99�mMOWN 11- ;!T •('1! TI !(�l , , ■" ., (tea 1! !f !,.Ln anl.�lill0ol IWI.IY,, r;•I■�I '1I{.I=,YILlFill ;Rmilil�minr iin�lm mil �u1111\I1i_. ■��lo!ll ll l.11 mill IIIWIII�+Inlii� �Irl�l��ir:■Illy �Ill�■1��1�inl�, �iiu+1,�1111Yg1 lJ; IlU ;U: lJ l J �iJ 1il iil J O • ADJUSTABILITY U U U FRAMEBOLTED \• CAPSCREW AND WASHER 00 Ln 1 DOWN RELEASE LEVER VALVE WHEW SAFE DRAII INSERT 4'-2" 3" 4'-8„ 0 I VALVE AND FILTER VALVE WHEEL TD-1 SAFE DRAIN BASIN SAFE DRAIN INSERT DETAIL SCALE: NTS SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) DI M VALVE AND FILTER SAFETY ARMJ (ENGAGED) FPS SPRING ASSIST PER NF—T994 III ,uz STAINLESS STEEL 17-7 IIII 1a- (SHOWN IN UNWOUND POSITION) IIII I wo I SAFETY ARM IIII go (DISENGAGED) I � I III I III I I I I (1) HOLD DOWN LATCH - DUCTILE IRON SEE DRAWING NF-T960 FOR LATCH DETAILS ON A FLAT AREA W/ NO PERMAGRIP FAB. STEEL T-HANDLE PER NF-T966) FREE OPEN AREA IS 3.0 SO. FT. 42" X 42" NOTE: CONFORMS TO MINIMUM 100,000-POUND LOADS PER FAA ADVISORY 38 3/8" X 38 3/8" CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.D.(1). (ACTUAL PROOF LOAD IS 185,000-POUND ON A 9" X 9" CONTACT AREA.) -130' 1/4" RAID. TYP. - MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A KITS INCLUDED IN THIS UNIT COMPONENT NO.'S: FRAME 3498-2236, GRATE 3498-3136 1 X 81710 -SAFETY ARM MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B 1 X 81990 - LATCH KIT 2 X 91558 - BOLTING KIT GRATE - CAST DUCTILE IRON ASTM A536, 55 + KSI. III III I I III 1 X 81981 - SPRINGS KIT FINISH: NO PAINT PER FAA ADVISORY CIRCULAR AC 150/5370-10A WEIGHT: FRAME 207#, GRATE APPROX. 415# SPRING ASSIST ASSEMBLY APPROX. 54# P. of WAsh� �f BOE//V" �P �1 x 31271 w� ��ssioNaL NEENAH FOUNDRY FRAME AND GRATE - R3498-R2GS SCALE NTS CIVIL PERMIT ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE )AI L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE STORM DRAINAGE DETAILS -SHEET 1 APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE R-401386 IN COMPLIANCE WITH CITY OF RENTON STANDARDSUR DEVELOPMENT ENGINEERING SFACE WATER UTILITY atowler 12/20/201801 rstraka 12/20/2018 Ul 4 W4700331 — 06/08/18 SHEET C500-3Z C69- JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—0500-3Z 75 N N 00 N L 0 z E 0 c 0 c� U) m J PIPE CROSSING TABLE SHEET C500-3G CROSSING # PIPE ABOVE BOTTOM ELEVATION PIPE SIZE PIPE CENTER TOP ELEVATION BOTTOM ELEVATION PIPE SIZE PIPE BELOW TOP ELEVATION PIPE SIZE VERTICAL CLEARANCE 1 VERTICAL CLEARANCE 2 OSTORM 13.81 ' 12" - - - - FIRE 12.9 1' 8" .900, - OJOINT TRENCH 15.33' 2"-4" - - - - STORM 14.82' 12" .505' - O3 AIR 16.08' 4" STORM 15.22' 14.12' 12" JOINT TRENCH/WATER 13.62' 2"/4" .865' .510' 4* STORM 14.42' 18" - - - - EX FIRE 14.50' 12" .425' - O5 STORM 14.84' 18" - - - - WATER 14.01' 8" .830, - O6 STORM 14.85' 18" - - - - POWER 13.93' 2" .920' - O7 STORM 14.92' 18" - - - - EX FIRE 14.58' 12" 3.42' - O8 STORM 14.73' 18" - - - - WATER 13.78' 8" .960' - O9 STORM 14.32' 18" - - - - JOINT TRENCH/WATER 13.67' 2"-4" .650' - 10 STORM 13.10' 18" - - - - EX FIRE 12.52' 12" .580' - PIPE CROSSING TABLE SHEET C500-31-1 CROSSING # PIPE ABOVE BOTTOM ELEVATION PIPE SIZE PIPE CENTER TOP ELEVATION BOTTOM ELEVATION PIPE SIZE PIPE BELOW TOP ELEVATION PIPE SIZE VERTICAL CLEARANCE 1 VERTICAL CLEARANCE 2 11 JOINT TRENCH 15.31' 2"-4" - - - - STORM 14.81' 18" .510' - 12* STORM 14.43' 18" - - - - EX FIRE 14.23' 12" .205' - 13 STORM 14.32' 18" - - - - WATER 13.71 ' 8" .605' - 14* JOINT TRENCH 14.05' 2"-12" - - - - STORM 13.57' 36" .480' - 15* STORM 13.77' 12" - - - - EX WATER 13.29' 8" .480' - 16 AIR 15.87' 3" STORM 15.20' 13.57' 18" FIRE/WATER 12.86' 12"/2" .670' .710' PIPE CROSSING TABLE SHEET C500-3J CROSSING # PIPE ABOVE BOTTOM ELEVATION PIPE SIZE PIPE CENTER TOP ELEVATION BOTTOM ELEVATION PIPE SIZE PIPE BELOW TOP ELEVATION PIPE SIZE VERTICAL CLEARANCE 1 VERTICAL CLEARANCE 2 17 STORM 15.21 ' 12" - - - - STORM 14.36' 30" .850' - 18 STORM 11.33' 30" - - - - FIRE 10.35' 12" .980' - 19* AIR 16.02' 3" STORM 15.07' 13.96' 12$$ WATER 13.06' 2" .950' .900, 20 STORM 13.95' 12" - - - - FIRE 13.35' 12" .600' - PIPE CROSSING TABLE SHEET C500-3K CROSSING # PIPE ABOVE BOTTOM ELEVATION PIPE SIZE PIPE CENTER TOP ELEVATION BOTTOM ELEVATION PIPE SIZE PIPE BELOW TOP ELEVATION PIPE SIZE VERTICAL CLEARANCE 1 VERTICAL CLEARANCE 2 21 STORM 14.24' 12" - - - - FIRE 13.51 ' 8" .730' - 22 STORM 13.7' 12" - - - - STORM 12.40' 36$$ 1.300' - 23 STORM 13.55' 12" - - - - FIRE 12.76' 8" .790' - 24* JOINT TRENCH 15.26' 1 "-4" - - - - STORM 14.90' 18" .365' - 25 AIR 16.25' 3" STORM 15.73' 14.17' 18" JOINT TRENCH 13.19' 2"/4" .520' .980' 26 STORM 14.07' 18" - - - - FIRE 13.16' 12" .910, - 27 STORM 14.23' 12" - - - - STORM 12.35' 36" 1.885' - 28 STORM 14.03' 12" - - - - FIRE 12.76' 8" 1.270' - 29 FIRE 13.86' 12" - - - - STORM 12.57' 36" 1.290' - 30 STORM 14.31 ' 12" - - - - STORM 14.45' 36" 1.860' - 31 FIRE 13.83' 12" - - - - STORM 12.42' 36" 1.415' - 32 JOINT TRENCH 15.69' 2"-4" - - - - STORM 12.10' 36" 3.595' - 33 STORM 14.30' 12" - - - - FIRE 13.45' 12" .850' - * CROSSING PIPES HAVE LESS THAN 6" CLEARANCE BETWEEN THEM SEE NOTE 4 ON SHEET C500-313 THROUGH C500-3K. 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 CIVIL PERMIT R-401386-1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 100111116 Fr12/20/2018 WATER UTILITY afowler 12/20/2018 a Ul SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 STORM DRAINAGE DETAILS - SHEET 15 W4700331 A 10/01 / 18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 10 01 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT � 10 01 18 ® ���� ENGINEER TITLE APRON R INFRASTRUCTURE / / APPROVED BY DEPT. DATE BEE 06 08 18 CHECKED /--�A ��0O_� nC70 L APPROVED AL RENTON SITE �o R 31271 o ww JOB N0. COMP N0. ss�oN�W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-3AA 75 N 7 N 00 N u; 0 z 0 1= 0 c� N m J 01L/STEAM IN 2 CONC PIP OAS = LAKE WASH NGTON i BerizerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 E: 1299205.63 BY I APPROVED I DATE ABAM I SPT 06/08/18 SYM MATCH LINE, SEE SHEET C500-4113 O- �. 7 �N: 185536.37 7 _ E• 1299435.03 4 PT N: 185399.90 _ • 7 E: 1299460.38 O ' 1 PC • . N- 185389.14 2 E: 1299469.85 • R-105' ONw • N: 185614.15 4 N: 185413.84 E: 1299341.40 8 N: E: 1299376.17 0 10' R-105' N: 185611.62 8 E: 1299331.70 9 N: 185443.67 E: 1299346.24 PC 4 N: 185441.29 E: 1299347.93 4 PC N: 185550.68 E: 1299267.30 PT 4 N: 185524.44 E: 1299289.71 R-180' 200' SHORELINE SETBACK PER CITY OF RENTON 9 MATCH EX. STRIPING ----� r--------,------------------------ SIGN #1 I I C500 4J j----�- - - - - - - - - - - - --------- Ica \ \ \ m- - ® I \ \ I 0 4-41 BUILDING mo m \ \ \ m O \ \ m IE Fla]\ \ \ 3 m \ m m\\\ or --7- -7 ❑ � m � - - - 1 (('% m U \ REVISION BY I APPROVED DATE P. of WAsh� �f ® D BOE//V� � x 31271 w� ��ssioNaL 1 1 20 40scale feet C) MATCH EX. STRIPING 4-20 BUILDING GENERAL NOTES 1. REFER TO SHEET G2 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) = NGVD29 + 3.60 FEET. 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8 5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5 6. "15 MPH" LETTERING PER SHEET C500-4G DETAIL 2 AND 3 7. WHITE STRIPE PER SHEET C500-4G DETAIL 6 8. NOSE GEAR MARKINGS PER SHEET C500-4H DETAIL 2 9. "AIRPLANE TOW ZONE KEEP CLEAR" MARKING PER SHEET C500-4G DETAIL 13 10. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND ASSOCIATED DETAILS 11. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. 12. SEE SHEET C500-413 FOR SIGN LOCATIONS AND DESCRIPTIONS. CONSTRUCTION NOTES PROVIDE DOUBLE YELLOW CENTERLINE STRIPING 2� STATIC GROUND. SEE GENERAL NOTE 10 PROVIDE "15 MPH" LETTERING 3 PROVIDE 6" WIDE YELLOW TOW PATH STRIPING PROVIDE AIRPLANE TOW ZONE STRIPING PROVIDE 4" WIDE WHITE PAINT STRIPE PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT 7 PROVIDE 4" WIDE RED LINE AND GORE STRIPING FOR FIRE g� HYDRANT PROVIDE 4" WIDE WHITE LINE FOR PAINT HANGAR CENTERLINE STRIPE CIVIL PERMIT KEY PLAN SCALE: N.T.S. T-401301 R-401387 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDM UAI L 06/08/181 SUBTITLE PAVEMENT MARKING PLAN -SHEET 1 CURRENT REVISION W4700331 SYMBOL - DATE 06/08/18 CHECKED SPT 06 08 18 SHEET C5004A C71 ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB N0. W4700331 COMP NO. APPROVED APPROVED DWG No. 4-APRON-R-0500-4A V- C:) i w 75 co N Co CD u; 0 z 0 0 c� N J SIGN TABLE SIGN NOTE # EXISTING LOCATION PROPOSED LOCATION DESCRIPTION 1 N: 185516.39 N: 185516.39 SHUTTLE SIGN E: 1299193.17 E: 1299193.17 2 N: 185333.37 N: 185353.10 EXECUTIVE PARKING ONLY E: 1299466.16 E: 1299546.49 3 N: 185336.35 N: 185355.62 P-8 CUSTOMER PARKING ONLY E: 1299477.79 E: 1299556.17 4 N: 185339.34 N: 185358.15 P-8 CUSTOMER PARKING ONLY E: 1299489.41 E: 1299565.84 5 N: 185675.64 N: 185675.64 AIRPLANE STALL KEEP CLEAR SIGN E: 1299689.65 E: 1299689.65 6 N: 185716.28 N: 185716.28 AIRPLANE STALL KEEP CLEAR SIGN E: 1299848.14 E: 1299848.14 7 N: 185904.69 N: 185904.69 BOEING PRIVATE PROPERTY SIGN E: 1299964.18 E: 1299964.18 8 N: 185940.15 N: 185940.15 WETLAND AREA SIGN E: 1299995.77 E: 1299995.77 9 N: 185960.86 N: 185960.86 BOEING PRIVATE PROPERTY SIGN E: 1300101.04 E: 1300101.04 11 N: 185983.62 N: 185983.62 WETLAND AREA SIGN E: 1300196.83 E: 1300196.83 12 N: 185997.11 N: 185997.11 BOEING PRIVATE PROPERTY SIGN E: 1300240.46 E: 1300240.46 13 N: 186005.54 N: 186005.54 BOEING PRIVATE PROPERTY AND WETLAND AREA SIGN E: 1300280.73 E: 1300280.73 14 N: 186205.50 N: 186205.50 WETLAND AREA SIGN E: 1300495.14 E: 1300495.14 15 N: 186139.71 N: 186139.71 YOUR SPEED ROAD SIGN E: 1300553.59 E: 1300553.59 16 N: 186130.64 N: 186130.64 REFLECTIVE VEST AND RESTRICTED ACCESS SIGN E: 1300563.51 E: 1300563.51 17 N: 186185.97 N: 186185.97 REFLECTIVE VEST SIGN E: 1300668.92 E: 1300668.92 18 N: 186351.98 N: 186351.98 WETLAND AREA SIGN E: 1300650.69 E: 1300650.69 19 N: 186420.01 N: 186420.01 BOEING PRIVATE PROPERTY SIGN E: 1300726.71 E: 1300726.71 20 N: 186476.8 N: 186476.8 BOEING PRIVATE PROPERTY SIGN E: 1300788.03 E: 1300788.03 21 N: 186517.19 N: 186517.19 WETLAND AREA SIGN E: 1300825.38 E: 1300825.38 22 N: 186342.33 N: 186342.33 ACTIVE RAMP AREA SIGN E. 1301029.95 E: 1301029.95 i BerizerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 LAKE WASH NGTON BY I APPROVED I DATE ABAM I SPT 06/08/18 SYM is 3 n N: 185674.98 E: 12997; 3 O N: 185667.40 E: 1299698.46 3 O REVISION TO- '9.25 \ 8"ID MATCH LINE, SEE SHEET C5004C N: 185664.82 E: 1299725.17 N: 185611.64 MATCH LINE, SEE SHEET C5004A BY I APPROVED I DATE 200' SHORELINE SETBA PER CITY OF RENTON N: 185539.63 E: 1299709.,' N: 185504.38 P. of WAsh� �f BOE//V" �P �1 x 31271 w� ��ssioNaL �o�... %, scale feet GENERAL NOTES 1. REFER TO SHEET G2 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) = NGVD29 + 3.60 FEET. 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8 5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5 6. WHITE STRIPE PER SHEET C500-4G DETAIL 6 7. RED GORE STRIPING PER SHEET C500-4G DETAIL 10 8. NOSE GEAR MARKINGS PER SHEET C500-4H DETAIL 2 9. AIRPLANE TOW ZONE MARKINGS PER SHEET C500-413 DETAIL 13 10. FIRE LANE STRIPING PER SHEET C500-4H DETAIL 4 11. "NO CRANE OUTRIGGER LOADS" STRIPING PER SHEET C500-4H DETAIL 5. SEE VAULT LOCATIONS ON SHEET C500-313. 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. CONSTRUCTION NOTES PROVIDE DOUBLE YELLOW CENTERLINE STRIPING 2� PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. 3� PROVIDE 6" WIDE YELLOW TOW PATH STRIPING. 4� PROVIDE AIRPLANE TOW ZONE STRIPE. 5� STATIC GROUND. SEE GENERAL NOTE 12 PROVIDE PEDESTRIAN LANE STRIPING TO DOOR. FIELD VERITY AND LOCATE CENTER OF LANE ON CENTER OF DOOR. :� PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT. NOSE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS SHOWN. PROVIDE 4" WIDE WHITE PAINT STRIPE 10 PROVIDE YELLOW GORE STRIPING WITH LETTERING "NO CRANE OUTRIGGER LOADS". LOCATED ON TOP OF STORMWATER VAULTS OWS-063 AND RTU-12. CIVIL PERMIT KEY PLAN SCALE: N.T.S. T-401302 R-401388 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDM UAI E 06/08/181 SUBTITLE PAVEMENT MARKING PLAN -SHEET 2 CURRENT REVISION W4700331 SYMBOL - DATE 06/08/18 CHECKED SPT 06 08 18 SHEET C5004B C72- ENGINEER JLC 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB N0. W4700331 COMP NO. APPROVED APPROVED DWG NO. 4-APRON-R-0500-413 75 co N Co CD u; 0 z 0 0 A ca J MATCH -LINE, SEE SHEET C500-4D - - - - - - - - - - - - - - - - - - - - - - - � I GENERAL NOTES OT RCYCL MOTO CLE ___---+- -+-SIGN #9O � I r 185509.01 AR ING PA G 1300195.36 1. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES -I - `-------------------------------------- ���---- � - - - - - - - - - - - - - - - - - - - - - - - - 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR - - - - - - - - - 16 UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR I 1 N: COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS El I N: 185507.701.0 PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. �E�111�111 1 7 I 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL PT ° m CONC PAD GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM 1 N: 185871.03 CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 12' 12' ` ° (NAVD88) = NGVD29 + 3.60 FEET. E: 1300052.61 N: 185499.44 I� E: 1300164.60 15 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8 N: 185487.93 5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5 4 PT 2 E: 1300107.28 N: 185880.36 _ , J � - , E: 1300041.08 I m 6. WHITE STRIPE PER SHEET C500-4G DETAIL 6 y I 7. RED GORE STRIPING PER SHEET C500-4G DETAIL 10 200' SHORELINE SETBACK T SIGN #8 � PER CITY OF RENTON R-337' I PT I m 8. NOSE GEAR MARKINGS PER SHEET C500-4H DETAIL 2 I N: 185861.69 4 I 2 N: 185923.73 6 E: 1300064.13 1 PC 9. AIRPLANE TOW ZONE MARKINGS PER SHEET C500-4G DETAIL 13 E: 1300008.06 N: 185530.26 • E: 1300104.69 1 10. SECTION VALVE MARKINGS AT VALVE. VALVE PAINT MARKINGS PER SHEET o M510-2 DETAIL 4. REFER TO SHEET M262 FOR VALVE LOCATION. 2 N. 185495.29 5 5 I �, F- R-100' E: 1300105.50 11. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND I 8' m ASSOCIATED DETAILS. 00 Q I . _ 4 PT o Ca12. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO F N: 185524.82?' 1 PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. N: 185921.21 E: 1300072.88 E: 1299998.38 6 R-100' �? 13. SEE SHEET C500-4B FOR SIGN LOCATIONS AND DESCRIPTIONS. SIGN #7 PC 14 E: 1300033.19 N: 185557.5 I 7 14. SEE SHEET C500-4H FOR WHITE 5' GORE STRIPING DETAILS. � ` N: 185770.34 4r 15. ADD CROSSWALK STRIPING PER SHEET C500-4G DETAIL 9. R-100' �P� E: 1299990.15 I MATCH EX. 11 16. STOP BHR AND LETTERING PER SHEET C500-4G DETAIL 1. 4 ANGLE POINT Im STRIPING N: 185701.78 4 PC 170\ I E: 1299986.56 F: � 8555 89a dni„ I CONSTRUCTION NOTES CIV N: 185609.74 N: 185486.62 2 f JD ° I \ PROVIDE DOUBLE YELLOW CENTERLINE STRIPING E: 1299989.77 E: 1300071.96 MATCH EX. 11 STRIPING PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. PC R-55' R-150' R-200' I 3� PROVIDE AIRPLANE TOW ZONE STRIPE. 4 I ° \ N: 185789.00 E: 1299967.10 4-20 4� PROVIDE 4" WIDE WHITE PAINT STRIPE. y N: 185546.15 I BUILDING PROVIDE PAINT MARKINGS AT FLUSH SECTION VALVE p • PC 4 1 E: 1300030.67 1 \ N: 185779.67 8 1 1 PROVIDE 4" WIDE RED LINE AND GORE STRIPING FOR FIRE E: 1299978.62 R-105' 13 I HYDRANT PC 4 N: 185522.83 09 MATCH EX. 11 STRIPING 7� PROVIDE PEDESTRIAN LANE STRIPING TO DOOR. FIELD VERITY AND LOCATE CENTER OF LANE ON CENTER OF DOOR. E: 1299980.53 N: 185494.09 1 8� PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT. 3 4 PT E: 1299969.62 I NOSE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS N: 185613.86 o MATCH EX. \ E: 1299957.92 1 ° STRIPING 11 SHOWN. gyp N: 185742.70 6 11 REFRESH EXISTING 4" WIDE WHITE PAINT FOR ROLLUP DOOR GUIDE E: 1299874.00 PT I STRIPING. MATCH EXISTING AT BUILDING AND MAINTAIN 8.75' WIDTH 1 N: 185608.12 W x AND CONTINUE TO EDGE OF PEDESTRIAN PATH. E: 1299969.63 1zi ° 12 STATIC GROUND. SEE GENERAL NOTE 11 R-100 o PC PT & PC 1 13 PROVIDE WHITE 5' GORE STRIPING 1 N: 185595.42 4 N: 185513.91 I 14 PROVIDE STOP BAR WITH "STOP" LETTERING E: 1299968.20 E: 1299926.00 N: 185731.06 6 - 15 E: 1299866.45 1 PT PROVIDE CROSS WALK STRIPING I n VW n c u I NI r-Tn NI MHO N: 185524.13 E: 1299919.72 _ % o n 16 FOR CONTINUATION OF STRIPING SEE MITIGATION HANGAR PLANS. 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18 SYM REVISION N: 185664.26 E: 1299829.02 MATCH LINE, SEE SHEET C500-4113 BY I APPROVED I DATE E: 1299891.22 PC N: 185522.32 E: 1299883.23 4 PC N: 185500.38 E: 1299894.24 N: 185574.88 E: 1299852.27 P. of WA �f BOE//V" �P �1 x 31271 w� ��ssioNaL 20 0 20 40 scale feet C) DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE JLC 06/08/18 KEY PLAN SCALE: N.T.S. ICIVIL I CIVIL MASTER PAVEMENT MARKING PLAN - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE T-401303 R-401389 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/08/18 SHEET (;500-4C C73 JOB N0. COMP NO. W4700331 DWG N0. RENTON, WA 4-APRON-R-0500-4C 75 N 00 N u; 0 z 0 0 A ca J I AI/E- \AIA0L1INI(`T0N1 i BerizerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 \ 200' SHORELINE SETBACK \ PER CITY OF RENTON \ • 2 \ 3 \ \ \ 6 PC \ N: 186007.65 \ E: 1300405.46 \ \ c \ \ MATCH LINE, SEE SHEET C500-4E 6 / i 6 I I / R-240' ` 1 C � I I Y I` C500-4J \\ po I / I / 1 I _ 30N3J XNIINIVHO,- J.71 E: 1300364.08 1 Imo- --------_ _ 4 N: 185971.68 - \ -E: 1300160.68 \ I \ I \ I \ 4 N- 185969.17 \ E: 1300151.00 \ I \ I \ I \ I \ I BY I APPROVED I DATE I SYM REVISION ABAM I SPT 06/08/18 I 1 PT N: 185977.08 1� E: 1300360.19 1 I N: 186015.86 4 ,d E: 1300315.72 110 N: 186009.02 1 E: 1300308.42 _------R--200' - - I 1 PC N: 185944.46 E: 1300312.41 1 1 - X 4 \ 5 PT N: 185928.93 E: 1300307.25 1 1 COI °om oa I \ \ 1 PC 1 N: 185932.29 E: 1300281.02 I I. \ I \ -T - 1 I I \ I I I 1 I \ N: 185917.23 1 E: 1300225.01 I I I I I I PC - - - - - I N: 185899.07 5 _ - I E: 1300203.62 I I I I I I � I 12' 12' I a" I I 1= I MATCH LINE, SEE SHEET C500-4C BY I APPROVED I DATE P. of WA �f BOE//V� OD x 31271 w� ��ssioNaL ,61 o 0 m o m m �HARDSTAND 0 omamom om 1 1 20 40 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE JLC 06/08/18 CIVIL MASTER GENERAL NOTES 1. REFER TO SHEET G2 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) = NGVD29 + 3.60 FEET. 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8 5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5 6. WHITE STRIPE PER SHEET C500-4G DETAIL 6 7. WHITE GORE STRIPING PER SHEET C500-4G DETAIL 11 8. RED GORE STRIPING PER SHEET C500-4G DETAIL 10 9. 15 MPH STRIPING PER SHEET C500-4G DETAIL 2 AND 3 10. TRAFFIC ARROW PER SHEET C500-4G DETAIL 12 11. SECTION VALVE MARKINGS AT VALVE. VALVE PAINT MARKINGS PER SHEET M510-2 DETAIL 4. REFER TO SHEET M262 FOR VALVE LOCATION. 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. 14. SEE SHEET C500-46 FOR SIGN LOCATIONS AND DESCRIPTIONS. CONSTRUCTION NOTES PROVIDE DOUBLE YELLOW CENTERLINE STRIPING PROVIDE "15 MPH" LETTERING 3� STATIC GROUND. SEE GENERAL NOTE 12 4� PROVIDE RED GORE STRIPING PROVIDE 4" WIDE WHITE PAINT STRIPE PROVIDE 6" WIDE YELLOW TOWPATH STRIPE CIVIL PERMIT PAVEMENT MARKING PLAN - SHEET 4 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. T-401304 R-401390 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/08/18 SHEET C5004D C74 JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-4D 75 N 00 N u; 0 z 0 0 A ca J \ \ . 200' SHORELINE SETBACK • PER CITY OF RETON O 3 / 0 3 / / o O O / i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18 SYM E: 1300646.85 PT N: 186239.68 E: 1300656.33 REVISION PC N: 186197.72 E: 1300585.09 MATCH LINE, SEE SHEET C5004F N: 186156.72 E: 1300562.74 PT N: 186146.77 E: 1300553.29 E: 1300548.08 N: 186175.02 E: 1300484.2` BY I APPROVED I DATE N: 186098.23 ` E: 1300509.92 E: 1300495.12 4-82 BUILDING MATCH LINE, SEE SHEET C500-4D P. of WA �f ""A//V" x 31271 w� ��ssioNaL 20 0 20 40 scale feet C) DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE JLC 06/08/18 CIVIL MASTER GENERAL NOTES 1. REFER TO SHEET G2 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) = NGVD29 + 3.60 FEET. 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8 5. PEDESTRIAN LANE STRIPING PER SHEET C500-4G DETAIL 4 AND 5 6. WHITE STRIPE PER SHEET C500-4G DETAIL 6 7. WHITE GORE STRIPING PER SHEET C500-4G DETAIL 11 8. RED GORE STRIPING PER SHEET C500-4G DETAIL 10 9. STOP BAR AND LETTERING PER SHEET C500-4G DETAIL 1 10. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND ASSOCIATED DETAILS. 11. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. 12. FOR PARKING STALLS 1172-1175 AND 1182-1188, MAINTAIN 9' DIMENSION ON EAST ENDS OF STALLS. THE CONTRACTOR SHALL SPACE WEST ENDS OF STALLS EQUALLY AT A LENGTH EXCEEDING 9'. 13. SEE SHEET C500-413 FOR SIGN LOCATIONS AND DESCRIPTIONS. CONSTRUCTION NOTES PROVIDE STOP BAR WITH "STOP" LETTERING PROVIDE DOUBLE YELLOW CENTERLINE STRIPING :� PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. 4� REFRESH PAINT AT PARKING STALL :� PROVIDE WHITE GORE STRIPING PROVIDE 4" WIDE WHITE PAINT STRIPE PROVIDE 6" WIDE YELLOW TOWPATH STRIPE PROVIDE RED GORE STRIPING 4-81 BUILDING CIVIL PERMIT., PAVEMENT MARKING PLAN - SHEET 5 APRON R INFRASTRUCTURE RENTON SITE SITE SCALE: N.T.S. T-401305 R-401391 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/08/18 SHEET C5004E C75- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-4E M 0 i O i LU 75 co N Co CD u; 0 z 0 0 ca J i i i i i i i i 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM I REVISION I BY - I APRON R INFRASTRUCTURE W47003311 ABAM APPROVED I DATE SPT 06/08/18 SYM REVISION MATCH LINE, SEE SHEET C5004E BY I APPROVED I DATE P. of WAsh� �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL 1 1 20 40 ��' scale .. ice- , ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE GENERAL NOTES 1. REFER TO SHEET G2 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) = NGVD29 + 3.60 FEET. 4. DOUBLE YELLOW CENTERLINE STRIPING PER SHEET C500-4G DETAIL 8 5. PEDESTRIAN LANE STRIPING PER SHEET C500-413 DETAIL 4 AND 5 6. WHITE STRIPE PER SHEET C500-4G DETAIL 6 7. WHITE GORE STRIPING PER SHEET C500-4G DETAIL 11 8. CROSSWALK STRIPING PER SHEET C500-4G DETAIL 9 9. RED GORE STRIPING PER SHEET C500-4G DETAIL 10 10. SECTION VALVE MARKINGS AT VALVE. VALVE PAINT MARKINGS PER SHEET M510-2 DETAIL 4. REFER TO SHEET M262 FOR VALVE LOCATION. 11. BLOCK WALL PER SITE PLAN SHEETS C80-C85 12. FENCE PER SITE PLAN SHEETS C80-C85 13. REFER TO ELECTRICAL PLANS FOR STATIC GROUND MARKINGS AND ASSOCIATED DETAILS. 14. REFRESH EXISTING PAVEMENT MARKINGS DIRECTLY ADJACENT TO PROJECT LIMITS AS DIRECTED BY BOEING REPRESENTATIVE IN FIELD. 12. SEE SHEET C500-413 FOR SIGN LOCATIONS AND DESCRIPTIONS. CONSTRUCTION NOTES PROVIDE DOUBLE YELLOW CENTERLINE STRIPING PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL. 3� PROVIDE CROSSWALK STRIPING 4� PROVIDE WHITE GORE STRIPING PROVIDE WHITE LINE FOR PARKING STALL PROVIDE 4" WIDE WHITE PAINT STRIPE 7� PROVIDE RED GORE STRIPING :� PROVIDE 6" WIDE YELLOW TOWPATH STRIPE PROVIDE 6" YELLOW PAINT LINES FOR AIRPLANE STALL LAYOUT 10 NOISE GEAR MARKING CONTROL POINT. PROVIDE MARKINGS AS SHOWN 11 SALVAGED WHEEL STOPS 12 PROVIDE PAINT MARKINGS AT FLUSH SECTION VALVE 13 STATIC GROUND. SEE GENERAL NOTE 13 CIVIL PERMIT PAVEMENT MARKING PLAN - SHEET 6 r_�,Salle] 1■son IIIato= 1:0011111to] : I RENTON SITE KEY PLAN SCALE: N.T.S. T-401306 R-401392 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTEIV,,0l1xxsl 06/08/18 C5004F C76. JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—0500-4F CIVIL MASTER SITE STOP LINE N TRAFFIC LANE VEHICLE WHEEL PATH 4" 0 I STROKE WIDTH SEE PLAN NOTE: 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 313.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE. STOP LINE WITH STOP MESSAGE C50�-4A SCALE: NTS C500-4E 4" LENGTH PER PLAN 4" WIDE WHITE PAINTED LINE WHITE EDGE STRIPE AND SOLD WHITE LANE ENE C50��A SCALE: NTS THRU C500-4F 'r VVIUL RLU rrrnviLU LuivL SEE NOTE NOTE: BREAK GORE STRIPING AS REQUIRED TO MAINTAIN AT LEAST A 6-INCH BUFFER AROUND ANY PAINTED MARKINGS FOR PIV OR SECTIONAL VALVES. 10 RED GORE STRIPING C500-4A SCALE: NTS \1--`/ C500-4C THRU C500-4F SYM REVISION BY APRON R INFRASTRUCTURE W4700331 ABAM 2 15 MPH LEGEND C500-4A SCALE: NTS C500-4D 't MUL vvni 1 L FMA i w urvU SEE NOTE NOTE: BREAK GORE STRIPING AS REQUIRED TO MAINTAIN AT LEAST A 6-INCH BUFFER AROUND ANY PAINTED MARKINGS FOR PIV OR SECTIONAL VALVES. WHITE PAINT (TYP) LANE I 3'-3" 3'-3" MIN MIN I I --tMAX 1'-10" MAX CENTER TEXT IN TRAVEL LANE ra EDGE LINE 15 MPH LEGEND PLACEMENT DETAIL C50�-4A SCALE: NTS C500-4D 41 V4" WIDE PAINTED LINE SKIP STRIPE C50��D SCALE: NTS SYMBOL & LANE CL 8> 11 WHITE GORE STRIPING C50�-4E SCALE: NTS 12 TRAFFICC500-4F ARROW C50��D SCALE: NTS APPROVED DATE SYM REVISION BY APPROVED DATE SPT 06/08/18 BOE//V� 8" 4') 8" 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 PEDESTRIAN PATH ;500-413- SCALE: NTS C500-4F LENGTH PER PLAN DOUBLE WIDE LANE LINE C500-4A SCALE: NTS THRU C500-4F 00 i WHITE PAINT PEDESTRIAN PATHWAY SYMBOL (PED SYMBOL UJU�—tD DUMLL. IN 10 THRU C500-4F 8" WIDE PAINTED LINE 30'-0" WIDTH PER PLAN 12" WIDE WHITE PAINTED LINE 24" O.C. (TYP) CROSSWALK STRIPING C500-4E SCALE: NTS C500-4D _I AIRPLANE TOW ZONE KEEP CLEAR f \-- WHITE STRIPE 12" HIGH RED BLOCK LETTERING TYP. 12" HIGH RED BLOCK ARROW TYP. AIRPLANE TOW ZONE STR PE C500-4A SCALE: NTS THRU C500-4C 4), BergerAB" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE CIVIL PERMIT T-401307 R-401393 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY JDMCHECKED 06/08/18 PAVEMENT MARKING DETAILS - SHEET 1 W4700331 — 06/08/18 THIS DESIGN AND/OR SPECIFICATION IS APPROVED SPT 06/08/18 SHEET APPROVED BY DEPT. I DATE ENGINEER JLC 06 08 18 TITLE APRON R INFRASTRUCTURE C500-4G C77 CHECKED RENTON SITE JOB NO. COMP NO. W4700331 CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-4G 75 o_ N 00 N L 0 z E 0 c 0 ca J 2 1/2" TYP. 1 " RADIUS TYP. FED WHEEL STOP - PAVEMENT .................................................................................................... N G:RDi- T :S:MDGTH AT TOP OF REBAR (3) #4 REBAR 2'-0" LONG PER WHEEL STOP DRILL HOLES THRU PAVEMENT TO MATCH SALVAGED WHEELSTOP HOLE PATTERN. DRIVE 24" LONG REBAR THROUGH WHEELSTOP AND PAVEMENT INTO SUBGRADE. m -SALVAGED WHEEL STOP INSTALLATION C500-4B C500-4D THRU C500-4F 1 i L L V V L i i SCALE: NTS VARIES SEE DETAILS 2 AND 3 ON SHEET C500-4J "TAIL" HORIZONTAL CONTROL PER PLAN 6" YELLOW (TYP.) WIDE YELLOW PAINT YP.) IT STANDARD WHITE 'AVEMENT MARKING RIES 2000 FONT ,NTAL CONTROL PER NUOL HORIZONTAL CONTROL PER PLAN NOSE GEAR � MARKING DETAIL C500-4A SCALE: NTS THRU C500-4C C500-4E 3- 0 J Uj m C� Z Lil J J 2 U Q 0 I 0 I in z O cm) m a z m O C s� m m rm O a v CO) z O c� a z m O C s� m r O a v CA 6" TYP. TRAFFIC LETTERING 00-41D SCALE: NTS SUVOI U390Ib100 3NVU3 ON YELLOW PAINT P. NO CRANE OUTRIGGER LOADS MATCH VAULT WIDTH BELOW FIRE LANE STRIPING DETAIL M YELLOW GORE STR P N G C50�-4B SCALE: NTS C50�-4B SCALE: NTS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 BOE//V� y ID a 0 oc W C' C7 H W z a cc Q O z CO) ID a 0 ac W 0 C9 H W z a Q O z 3" (TYP.) WIDTH VARIES WHITE 5' GORE STRIPING —4C SCALE: NTS BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ACCEPTABILITY DRAWN JDM DATE 06/08/18 SUBTITLE THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED SPT 06/08/18 ENGINEER JLC 06/08/18 TITLE APPROVED BY DEPT. I DATE 0 I T-401308 R-401394 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PERMIT PAVEMENT MARKING DETAILS - SHEET 2 W4700331 — 06/08/18 SHEET APRON R INFRASTRUCTURE C5004H C78- RENTON SITE JOB NO. COMP NO. W4700331 CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-4H V- i i LU 75 o_ N 00 0 N u; 0 z 0 0 c� N J 1 N: 185310.23 --------- E: 1299245.88 pj � m I N: 185301.85 2 m E: 1299248.03 m 5 m !` • a 1 I 2 4 N: 185326.49 1 E: 1299232.56 MATCH EX. 2 3 N: 18532 .43 m STRIPING E: 1299233.32 O 3 MATCH EX. STRIPING O N: 185308.05 4 E: 1299237.14 3 1 MATCH EX. m STRIPING m ENLARGED PAVEMENT MARKING PLAN -4A SCALE: 1 " = 10' W � � z w7 3 N: 185414.52 10 E: 1299824.79 a w N: 185414.08 a 10 N: 185422.44 E: 1299819.22 10 « E: 1299823.46 I N: 185475.87 9 9 N: 185421.71 E: 1299800.04 E: 1299814.13 � � 7 I �• �/ o I E: 1299814.66 10 N: 185421.64 o 10 E: 1299813.27 I O 1• O 9 N: 1815416.55 E: 1299794.81 N: 185470.84 9 N: 185418.81 10 E: 1299780.68 E: 1299796.82 I I N: 185416.0110 2999E: 17285 I I 10 N: 185404.14 w I E: 1299786.02 10 N: 185411.71 • 7 E: 1299783.35 w - - - - - - - - - - - - - - - -mwmd - - - - N: 1853616 10 I E: 9 129619.83 •I w I 7 I w I z I w m o w I m o AL11j O I SIGN #4 L�J w I Q SIGN #3 I I w I I SIGN #2 I I w I � I I a N: 185337.76 10 E: 1299531.23 10 N: 185345.84 I � I A A --- A A- E_1299H30.52 0 N: 185346.56 LU N: 185396.50 9 9 E: 1299521.33 E: 1299508.33 7 -- GT --- -- -- 10 -- N: 185346.92 - - - -- I I E: 1299516.73 I - - 1 N: 185338.83 10 E: 1299517.42 10 N: 185344.64 E: 1299507.85 N: 185337.22 10 N: 185340.02 I • E: 1299,911.12 9 E: 1299500.81 I I 10 « 8 I E: 1299488185386.65.68LU a .I 2 ENLARGED PAVEMENT MARKING PLAN --0 C500-413 SCALE: 1" = 10' i BergerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM I SPT 06/08/18 8 I I I I I I I I I I ( I I I I I I I I I 8 I I I 0 TYP) W z cc 5 a 32' (TYP) 5 26' (TYP) o � 5 4 5 5 6' (TYP) 26' (TYP) « 3' 3' a LU 32' (TYP) W LU 3' 3' W z c o � i o LU z 3' 3, ' r d 00 5 a « 10 N: 185348.94 E: 1299542 42 3n ENLARGED PAVEMENT MARKING PLAN 00-413 SCALE: 1 " = 10' 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. REFER TO SHEET G2 FOR GENERAL STRIPING NOTES 4. PEDESTRIAN LANE STRIPING PER DETAILS 4 AND 5 ON C500-4G. 5. 4" SOLID WHITE LINE STRIPE PER DETAIL 6 ON C500-4G 6. 4" WIDE RED GORE STRIPING FOR FIRE LANE PER DETAIL 10 ON C500-4G 7. 4" WIDE YELLOW AND WHITE GORE STRIPING FOR FIRE LANE PER DETAIL 11 ON C500-4G 8. TRAFFIC ARROW PER DETAIL 12 ON SHEET C500-4G 9. AIRPLANE TOW ZONE STRIPING PER DETAIL 13 ON SHEET C500-4G 10. ACCESS PARKING SYMBOL PER DETAIL 13 ON SHEET C500-4G 11. TRAFFIC LETTERING PER DETAIL 3 ON SHEET C500-41-1 12. FIRE LINE STRIPING PER DETAIL 4 ON SHEET C500-41-1 13. INSTALL SALVAGE WHEEL STOPS PER DETAIL 1 ON SHEET C500-4H 14. SEE PLAN SHEETS C500-4A TO C500-4F FOR INFORMATION NOT SHOWN ON THESE ENLARGEMENT PLANS. 15. SEE SIGN TABLE ON SHEET C500-413 FOR LOCATIONS AND DESCRIPTIONS. CONSTRUCTION NOTES REPLACE 4" WIDE YELLOW GORE STRIPING AND MATCH ADJACENT STRIPE SPACING. PROVIDE 4" WIDE WHITE FOG LINE STRIPE PROVIDE 4" WIDE WHITE GORE STRIPING PROVIDE 4" WIDE WHITE LINE FOR PARKING STALL. INSTALL SALVAGED WHEEL STOP CENTERED IN STALL REFRESH EXISTING 4" WIDE WHITE LINE FOR PARKING STALL STRIPE. PROVIDE PEDESTRIAN LANE STRIPING TO DOOR. FIELD VERIFY AND LOCATE CENTER OF LANE ON CENTER OF DOOR. 8� AIRPLANE TOW ZONE STRIPING PROVIDE FIRE LANE STRIPING 10 PROVIDE PEDESTRIAN LANE STRIPING AND WALKING MAN SYMBOL 11 PROVIDE PARKING ASSIGNMENT SYMBOL AS SHOWN CENTERED IN STALL 12 PROVIDE DIRECTIONAL ARROW CENTERED IN STALL 13 PROVIDE 6-FT LETTERING AS SHOWN 14 TOWPATH "O"o P. of WA //V""A" �P �1 x ��ssioNaL I I N: 186022.91 E: 1300448.93 4 4 I I 4 4 J 12 I\ L 4 12 I 13 12 J 13 13 ��. ��' I 4 N: 185978.58 E: 1300401.39 13 13 I ENLARGED PAVEMENT MARKING PLAN Q SCALE: 1 " = 10' _ I I / I \ 9' MIN I 1188 1182 I 11 N: 186111.83 4 E: 1300551.13 I I I I I I I I I I I 1172 1173 R 199 (TYP) R - 223' (TYP) 4 N: 186083.22 E: 1300533.11 in, 1174 g' MIN 11 TYPICAL AA15 5 O 0 �I I I I I I I I N: 186042.01 4 E: 1300550.78 9811 88�1 L8ll � I Gi D 5 5 =° 5 I 5 4 N: 186032.71 I N: 1860977.93 - R 242' (TYP) E: 1300533.08 E: 1300514.86 I NJ T-401309 R-401395 ENLARGEDPAVEMENT IN COMPLIANCE WITH CITY OF RENTON STANDARDS � MARKING PLAN 500-4E SCALE: 1 " = 10' 4 THIS DESIGN ACCEPTABILITY D/ R SPECIFICATION IS APPROVED UNAWN UAI E 06 08 18 SUBTITLE PAVEMENT MARKING DETAILS - SHEET 3 CURRENT REVISION W4700331 SYMBOL - DATE 06 08 / /18 CHHECKED SPT 06 08 18 SHEET C500-4J ���JLC ENGINEER 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG NO. 4-APRON-R-0500-4J TIMBER BULLRAIL TIMBER BULLRAIL SALVAGE CONCRETE TIMBER BULLRAIL BARRIER TIMBER BULLRAIL POWER 1" DIA CW W/ HEAT TRACE WIRE 1" DIA CW W/ HEAT TRACE WIRE 1" DIA CW W/ HEAT TRACE WIRE (INSULATED) (INSULATED) TELECOM (INSULATED) TELECOM EXISTING TING SLAB POWER COMMUNICATION 2" COMMUNICATION COMMUNICATION (TYPPOWER (1) 2" 1 , POWER POWER POWER EXISTING SLAB (1) TELECOM EXISTING SLAB EXISTING SLAB TELECOM (TYP) ° a ° ) .. e a a (TYP) .. a d .. d : Q dp e d'. •' '. ° 4. av n v a .. e d d .v n d . d d d pp v .. 'a eQ a ° .. .. v ds. .. u g' d pd' Q .. ^a a eve a e d Q pp 'e p Q( G ° .. e° d d .a a d ed v' ° .. r .. a. dd. .. e 8 a ..a'• a Q ea'. a ev e v pd' Q. .. a e d d p ° Q p a e ° .. a e•' a A. d .. •v . .p aQ a .. ° 8 ° . r p .•:a .a Q pd' . da'. a Q. ,. as n a e d v .. d 'n° d e '• v .. a °' .v ° r-�-- p Q: d .. p �. Ir r I x x I 3/4 DIA CW I L—J I x x I I I L—J I x x I I I I I L_—J I x x x I I I I I L—J X X X EXISTING BULKHEAD I I EXISTING BULKHEAD I I EXISTING BULKHEAD I 1 II I EXISTING BULKHEAD I I 1 1 II I STRUCTURE (TYP) 1 1 I 1 3" DIA—II DOMESTIC I STRUCTURE (TYP) 1 1 3" DIA 1 1 DOMESTIC II I STRUCTURE (TYP) I 1 1 1 3" DIA DOMESTIC r—T-4—� r--� STRUCTURE (TYP) 1 DIA CW r—T—�--i r---1 r-4- � r---1 r—T—�-- r--- 1 I I 1 L— J I 1 1 I L— J WATER I I I L— J WATER I I I I L— J WATER 1 1 " 3 DIA AIR 1 1 1 I 1 I I 3" DIA AIR 1 I I 1 1 1 1 1 � I 1 3" DIA AIR 1 1 1 1 L— J EXISTING PILES 1 I 1 II 1 1 1 1 I I 1 1 1 1 L— J EXISTING 1 11 1 I I PILES 1 I 1 1 I I 1 1 I L— J 1 11 1 I I EXISTING PILES I I 1 1 I I I 1 1 L— J EXISTING PILES 1 II 1 I I 1 1 I I I I 1 I I 1 I I Ljj UTILITY DEMOLITION SECTION L'Ji UTILITY C80R SCALE: NTS REMOVAL SECTION Ljj M C81R UTILITY REMOVAL SCALE: NTS SECTION UTILITY REMOVAL C81R SCALE: NTS SECTION C80R SCALE: NTS REMOVE EXISTING CONCRETE PAVEMENT APPROX. 9 THICK d° d '. ;'Q ,. a ..ad a ' . A, a e ° Q . .. p' _ e , , d• • Q p d° . d ° ... c d, e. , A, n e v Q . .. p c . , A. �I < 1 2' » EASEMENT � e d° d ° ..a d e ° 'Q •, ° , A, e A. ° Q . .. ° . < . e. d e d. '. . ., . . n. v A. d Q, a d eQ a °p' a. v A. ., . d Q, 'p v .. d eQ v' °p' .. v ° a d '.. d Q' 'p .. d eQ v. ° . .v � .. a 'p Ad. ,. Z 1 1 DIA CW W/ HEAT TRACE/ WIRE (INSULATED) cn 3' +/- f 1' DIA CW W HEAT TRACE WIRE 00 SALVAGE _ (INSULATED) 1" DIA CW POWER TELECOM (ABANDONED) POWER 10" DIA FIRE 18" DIA STORM 10" DIA FIRE 18" DIA STORM z I �, Q I » 3 DIAM TELECOM CONCRETE BARRIER J D 0 f 3 DIAM TELECOM TIMBER BULLRAIL A A q ABANDONED 11' 6" DIA STORM ff 3 DIA AIR 4" STORM ABANDONED 12" DIA STORM 8" DIA 4" STORM STORM ABANDONED 1 I X X X X da e a e 4 Q ' ° d° °. AV (ABANDONED) 8" DIA STORM q A A A da e Q ' ° 'dO ° as d'.dv . °. ' e ° : p A A A A A 12" DIA A A X A A 10" DIA FIRE POWER X � COMMUNICATION 10" DIA FIRE POWER X X 10" DIA STORM STORM 18" DIA STORM 18" DIA STORM X x UTILITY REMOVAL SECTION M UTILITY REMOVAL SECTON UTILITY REMOVAL SECTION UTILITY REMOVAL C�� SCALE: NTS SECTION UTILITY REMOVAL SECTION C81 SCALE: NTS C�� SCALE: NTS CC882R SCALE: NTS C�� SCALE: NTS J EASEMENT EASEMENT EASEMENT 1/2" DIA POWER Z EXISTING FENCE / J I 22" DIA AIR 3 + - W1 3 +/- J 22" DIA AIR 3 +/- W1 z n 4 COMM 4 POWER J (TO REMAIN) w EXISTING FENCE cn 4 COMM UTILIDOR COVER PLATE Ln 4 COMM � w 4 POWER J (REMOVE) � w I J a_ � J w 1 a_ U, w 1 a_ 22" DIA AIR o 0 „ 22 DIA AIR 0 1 " WATER W/ HEAT U U 0 1 " WATER W/ HEAT J 0 1 " WATER W/ HEAT » of w 0 „ 2 COMM d d . ev '. d a TRACE WIRE (INSULATED) . TRACE WIRE (INSULATED) TRACE WIRE (INSULATED) 1 WATER W/ HEAT TRACE WIRE o o 1 /2 DIA POWER ° o a 1 ff 1 /2 DIA POWER w o 1 1 /2 DIA POWER (INSULATED) 1 " DIA POWER TIMBER TIMBER w TIMBER EXISTING ASPHALT 1" DIA POWER x x BULLRAIL 1" DIA ADT 10" DIA FIR3" DIA AIR 3 DIA POWER " x BULLRAIL x x x BULLRAIL 55 X Q p: .ep .,d .. Q. .. .. av 1 DIA CW 3 DIA POWER Q a p: .. ..a av '.° Q< p 'eO '. d ev a .ev d Q d.° eQ: .° X v a .dv d Q.d.° eQ: a .dp d d ,dv eQ v v 10" DIA FIRE POWER X x m�K / COMM 10" DIA FIRE POWER X X x POWER 10" POWER X X DIA FIRE x 10" DIA FIRE EXISTING WALL q (TO REMAIN) UTILITY REMOVAL SECTION UTUTY REMOVAL SECTION UTILITY REMOVAL SECTION UTLTY REMOVAL SECTION o UTILITY REMOVAL SECTON UTLTY REMOVAL SECTION C84R SCALE: NTS C84R SCALE: NTS C84R SCALE: NTS C85R SCALE: NTS C85R SCALE: NTS C85R SCALE: NTS v � 1 m GENERAL NOTES CONSTRUCTION NOTES 1 UTILITY REMOVAL SECTION NOTES: 1. REFER TO SHEETS Ell - E365 FOR POWER AND DATA SYSTEM DESIGN. PROTECT EXISTING 8" WATER 7 i � 1 1 1. ALL ITEMS ANNOTATED WITH "X" REPRESENTS ITEMS TO REMOVED AND DISPOSED OF. BE 2. REFER TO SHEETS C81 - C85 FOR HORIZONTAL CONTROL. PROTECT EXISTING HAND RAIL AND POSTS 5 I 1 qp 2. ALL ITEMS ANNOTATED WITH "A" REPRESENTS ITEMS TO BE ABANDONED IN PLACE. SEE GENERAL NOTES ON SHEET G02 FOR 3. SEE SHEET G8 FOR EXISTING PAVEMENT THICKNESS PLAN. PROTECT EXISTING RAISED CONCRETE LANDING 1 ABANDON PROCEDURE. 4. REMOVE EXISTING CONCRETE PAVEMENT TO NEAREST PANEL JOINT AT PROTECT EXISTING BUILDING SIDING 6 m I 1 � 3. SEE PLANS FOR LOCATIONS AND LIMITS OF REMOVAL. BOUNDARIES, SAWCUT AS NECESSARY. 4 5. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH REMOVE EXISTING SURFACE MOUNTED GUARDRAIL 1 1 4. SEE STRUCTURAL DRAWINGS FOR BULKHEAD AND PILE REMOVAL. ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL u GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: � PROTECT EXISTING BOLLARDS AND RAILING (3 3 NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = R-401396 NGVD29 + 3.60 FEET. 7� PROTECT EXISITNG 4-41 BUILDING ROLLING DOOR RAILS z 111 rn IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEMOLITION ENLARGEMENT AT 4-41 BUILDING CIVIL PERM IT] C80R SCALE: 1 "=10' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE P. B DRAWN DATE 06 08 18 SUBTITLE MISCELLANEOUS DETAILS - SHEET 1 CURRENT REVISION W4700331 SYMBOL — DATE 06/08/18 CHECKED - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 �N T� �F WAsh��� G ��P �� �o R 31271 o ww �cl ss�oNAL THIS DESIGN AND/OR SPECIFICATION IS APPROVED SPT 06 08 18 SHEET C80 ENGINEER JLC 06 08 18 TITLEAPRON R INFRASTRUCTUREC500-5A RENTON SITE APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED AL � MASTER SITE RENTON, WA APPROVED ]CIVIL DWG NO. 4—APRON—R—0500-5A 00 M0 co O O 00 T i U H H H T Q J �N IT 10 'O O V- i w 75 a_ N 00 0 N L 0 z E 0 0 0 c� J ---------------------�- --� I I FW FW T 6 I I III F W I I I I I N: 185329.03 I I E: 1299241.00 1 8 I 18 1 14 I I � I 16 I I I 0 _ -- 15 - --- tN: 4 1 185307.87 E: 1299246.93 I 1 N: 185327.65 - - - - E: 1299235.68 N: 185298.54 O E: 1299237.89 N: 185323.41 N: 185311.64 N: 185323.75 E: 1299231.37 E: 1299240.34 E: 1299232.69 O L------\.- - - - - - - ----- ---1 BOLLARD LAYOUT 1 AT BLDG 4-41 C80 SCALE: 1 "=10' o I 3- I = N: 185594.44 1 E: 1299382.01 I 4.5' I 1 I� I 2 N: 185591.53 E. 1299365.72 � R14 I I - -/p- - - - - - - - - 7 - - - N: 185595.94 1 E: 1299387.82 � r I ICn N: 185589.23 E: 1299381.80 1 N I ❑uI l `n � oLn I Ln � o 9 -- ----------------- -- 7' N: 185589.07 _ -- ----------- E: 1299361.19 ---------------------= BOLLARD LAYOUT =2) AT HARDSTAND 4�-c C0 SCALE: 1 "=10' L - tiN: 185333.81 E: 1299531.43L w S1s N 185335.57 I E: 1299531.05 N: 185328.52 9 I- - - - - -E: 1299521.49 \ N: 185333.70 I �9 E: 1299520.15 -------------- - -- - -- - -w . I r------ ----rr----------1 10 I II Q 5 N: 185629.80 II N: 185621.61 1 0 1 E: 1299518.98 i I E: 1299519.29 1 7 II Q I 4 I � l� Q • 3 J II 4.5' I I • to II Q 1 I I • Ln II Q o II R13 I� • N: 185625.57 I 81 2 E: 1299497.61 6 7' I I I • I N: 185623.11 1 E: 1299493.08 L- - - - - - - 1- - - - - - - - - j BOLLARD LAYOUT 4 AT HARDSTAND R13 -C CC81 SCALE: 1 "=10' ----- ----�----------- 1 I II N: 185647.57 1 II a 1 E: 1299587.83 I� 5 II N: 185639.38 1 7' II a E: 1299588.15 3 II II Q • 4 CD I 4.5' II " • � I it Q m I 1 II • a 441:3- R12 i I I8, T z 2 N: 185643.35 CD E: 1299566.46 I II 7' II a N: 185640.88 1 II E: 1299561.94 I------ - - - - I-----------i BOLLARD LAYOUT 5 AT HARDSTAND R 12 -C C81 SCALE: 1 "=10' 4-20 14 BUILDING I N: 185308.67 15 E: 1299529.63 I N: 185325.8, E: 1299525.27 -A _ - A -C \ \N: 185325.14' E: 1299527.38 II II c 185337.73 W I E: 1299522.52 NE:: 185313.74 1299525.911 EN: 1299515.59 12 N: 185323.24 E: 129951518 10N185335.97 : 3.7 1299508.74 r - - _ _ _ N: 185327.62 E: 1299525.54 I N: 185331.08 E: 1299513.98 II 1 E: 1299510.00 Lw 15 N: 185325.79 L� - --L� - - - - - - E �9950 - BOLLARD LAYOUT AT 3 ERE HYDRANT & P y --c CC81 SCALE: 1 "=10' L81 R SYM I REVISION APRON R INFRASTRUCTURE BY W47003311 ABAM APPROVED DATE SPT 06/08/18 r-----T-T1--- -I��- - - - - - - 185657.86 II Q 1 E: N: 1299659.80 I II I II Cn 10 I I Q sis S S1S J I I �I Q • II Q N 1 m I � 11 N: 185661.59 I it • Ln i E: 1299637.14 5 I I o I 3 • I 4 I8 7II I II II "N: 185657.75 E: 1299627.29 1 L------------IJ1- - - - - - - - r-----------�-w -�--- ----� I I I I I I I I 1 N: 185411.74 I I I 14 E: 1299812.58 I L�j I 11 -M� 8 »FW r-6FW 6\I I 12 I 2 1 N: 185409.62 B D I N r 1299804.38 15 w I I I I BOLLARD LAYOUT AT =7)HYDRANT 8c PVII CC81 SCALE: 1 "=10' r- - - - - - - - - - - - - - - - - - - - - - N: 185694.31 _ E: 1299800.94 i 10 I 1 N: 18 7702.24 Iw E: 1299799.68 I 0 I I 7' III I 4 5 I I • III I IQ • �' 2 N: 185698.27 E- 1299779.27 w " IQ • C-n I 1 i o 8< • I R 10 •� \ 7 I Q 1 N: 185688.06 E: 1299776.74 a L--------1----- --------� BOLLARD LAYOUT g AT HARDSTAND R 10 CC882 SCALE: 1 "=10' - - - - - - - - - - - - - - - - - T v I II aUl m II Q N: 185740.70 1 E: 1299869.73 II �I wl Q II I I II Q I I II �I IL N: 185734.41 m 11 a 12 E: 1299865.65 1 II II II Q�I 1 I L4 m II II Q �-- - - - - - - - - - - ---Js BOLLARD LAYOUT 9 AT FIRE HYDRANT -C CC882 SCALE: 1 "=10' r----------T ------ 7-1-------� I � I N: 185833.15 1 E: 1299928.55 5 N: 185828.20 1 h� E: �1299929.23 N: 185827.58 ' E: 1299924.26 1 I I° s � I \ 'C I S I \ I �- -i---- - - - - - - - - --------� BOLLARD AY O U T AT =io) ACTUATED VALVE � CC882 SCALE: 1 "=10' NOT USED NTS N: 16t E: 13C I •' 4 \\ 3 I \ 6 5 I 1 I N: 186097.84 5 R4 2 E: 1300397.07 6 10 I DON: 186092.85 E 1300392.8: L--------------- ---------IT�----- N: 186354.28 - E: 1300672.05, \ N: 186350.08 65 �S' E: 1300670.50 1 v I \ \\ I 4.5 N: 186348.81� E: 1300666.21 1\ N186340.06 I 12 E: 13006656.87 1 o I I • � Q I I I I I � N: 186329.81 1 E: 1300645.921 1 L- - - - - - - - - - - - - - - - -- ---j BOLLARD LAYOUT AT =i3) ERE HYDRANT & P \/ C84 SCALE: 1 "=10' -----��----------------� \ \ N: 186451.69 E: 1300788.53 1 g 4 3 5 R3 2 N: 186443.71 E: 1300766.54 I N: 186439.43 1 E: 300763.01 9 L- - - - - - - - - - - - - i- - - - - - j BOLLARD LAYOUT 14 AT HARDSTAND R3 C84,C85 SCALE: 1 "=10' 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. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, CATHODIC PROTECTION, OR ELECTRICAL PLANS FOR DESIGN DETAILS. 4. BURIED UTILITIES ARE SHOWN FOR REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, CATHODIC PROTECTION, OR ELECTRICAL PLANS FOR DESIGN DETAI LS. 5. HARDSTAND WORKPOINT SHALL BE ON THE CENTERLINE OF FRAME AT THE EDGE OF THE STAND AS SHOWN. SEE DETAIL B/S500-40. 6. SEE SITE PLANS FOR BACK OF CURB HORIZONTAL CONTROL. INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES AS ( 1 SHOWN PER DETAIL S50�-17 CONSTRUCTION NOTES BACK OF CURB HARDSTAND 3� YARD HYDRANT R� AIR MANIFOLD WATER AND COMPRESSED AIR VALVE VAULT PROTECT EXISTING BOLLARD :� ACTUATED STORM VALVE g� CORE EXISTING PANEL, INSTALL BOLLARD AND REPLACE CONCRETE PAVEMENT STORM VAULT 10 STATIC GROUND 11 POST INDICATOR VALVE 12 FIRE HYDRANT 13 CATHODIC PROTECTION RECTIFIER 14 BUILDING EXTERIOR WALL 15 LIMITS OF PAVEMENT REMOVAL N: 186482.91 1 E: 1300983.16 i 16 PROTECT EXISTING BOLLARD AND RAILING 13 10 I 17 PROTECT EXISTING RAISED CONCRETE LANDING 3 s. 18 EXISTING 4-41 BUILDING SLIDING DOOR RAILS 4 N: 186508.43 R2 E: 1300965.79 P pG N: 186492.84 1 E: 1300971.81 P N: 186507.45 P E: 1300958.15 ----------------------------- BOLLARD LAYOUT 15 AT HARDSTAND R2 C5 SCALE: 1 "=10' BOLLARD LAYOUT BOLLARD LAYOUT 12 AT HARDSTAND R4 6 AT HARDSTAND R 1 1 C83 SCALE: 1"=10' C81 SCALE: 1 "=10' i BergerABAM 10 0 10 20C) 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 scale feet DRAWN DATE SUBTITLE SYM REVISION BY APPROVED DATE ACCEPTABILITY JDM 06 08 18 ��N P. T THIS DESIGN AND/OR CHECKED w �oF WA3FI��G SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE >- APPROVED BY DEPT. DATE JLC 06 08 18 CHECKED x 31271 w� �� '�GISTF.R� APPROVED CIVIL MASTER CIVIL PERMIT - MISCELLANEOUS DETAILS - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE SITE R-401397 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/08/18 SHEET C500-5B C81- JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-513 75 a_ N co 0 N u; > 0 z 0 0 a) ca m J (3) STRANDS OF BARBED WIRE TYP. POST AND RAIL SPECIFICATIONS MEMBER PIPE ROLL FORMED NOM. SIZE (SCH. 40) SECTION WEIGHT (Ib/ft) END, CORNER, OR PULL POST 2 Y" DIAM. AO 5.10 LINE OR BRACE POST 2" DIAM. OB 2.40 BRACE OR TOP RAIL 1 Y4" DIAM. CD 1.35 GATE POST 3 Y2" DIAM. i BergerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 FABRIC LOC — 2 SIDES 1. CHAIN LINK FENCE FABRIC SHALL BE GREEN VINYL COATED. 2. ALL CONCRETE POST BASES SHALL BE 12" MINIMUM DIAMETER. 3. TENSION WIRE SHALL BE PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 4. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR POST SELECTION OF ANY PARTICULAR FENCE TYPE. 10'-0" MAX END, GATE, OR 12" TYP. CORNER POST TENSION WIRE LINE POST — SPACED @ 10' MP" x a N POST AND RAIL SPECIFICATIONS PIPE ROLL FORMED MEMBER NOM. SIZE SECTION WEIGHT (SCH. 40) (Ib/ft) END, CORNER, OR PULL POST 2%" DIAM. OA 5.10 LINE OR BRACE POST 2" DIAM. OB 2.40 BRACE OR TOP RAIL 1 %" DIAM. OC 1.35 GATE POST 3 %" DIAM. SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 REVISION 100' MAX 3 Y" 2 E REFLECTIVE TYP. 00 I FABF 2 SI 3 Y" 2 U BY I APPROVED I DATE CONCRETE CLASS 4000 PER WSDOT STD SPEC SECTION 6-02 1 %" FENCE LINE B PULL POST — SPACED 1 Y" 4 0 7' CHANLNK SECURITY FENCE WITH TOP RAI L AND BARBED WIRE C85 SCALE: NTS C500-2T C500-2X PER WSDOT STD SPEC SECTION 6-02 1 8 FENCE LINE B 0 0 I nnenr nnnr nnenr nnnr (3) STRANDS OF PO` BARBED WIRE TYP. FABRIC BAND SPACED 15" MAX METHOD OF FASTENING STRETCHER BAR TO POST (SHOWN FOR ROUND POST) 1 W-11" AAAV NOTES: 0 L " 1 FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SALVAGE ALONG TOP EDGE. 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. 4' CHANLNK FENCE WITH TOP RAC C85 SCALE: NTS C500-2T P. of WAsh� �f x 31271 w� ��ssioNaL ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE 1JLC Al L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL MASTER CIVIL PERMIT MISCELLANEOUS DETAILS - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE crnrrni 1rn nAr� FABRIC R-401398 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' `' 12/ 14/ 18 SHEET C500-5C C82- JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—0500-5C C'7 V_ O O i 0 w 75 a_ co 00 0 N u; 0 z 0 0 ca J PULL POST FABRIC BAND (TYP.) STRETCHER BAR (TYP.) :_► TOP HINGE J I IN" I VI ILI\ Ljf-%l\ GATE POST DETAIL (�) T^n n�IL (TYP.( F 12" ROUND (TYP.) v I I— I — — % —% I, I 11 .1 DOUBLE 14 FT. CHAIN LINK GATE PULL POST DETAIL O DOUBLE GATE T^n n A I - (TYP.) BOTOM f GATE POST DETAIL (�) POST AND RAIL SPECIFICATIONS 3 Y" PIPE ROLL FORMED 1 %" 1 Y" MEMBER NOM. SIZE SECTION WEIGHT (SCH. 40) (Ib/ft) - - - END, CORNER, OR PULL POST 2%" DIAM. OA 5.10 _j LINE OR BRACE POST 2" DIAM. OB 2.40 LOOP FENCE LINE BRACE OR TOP RAIL 1 Y4" DIAM. OC 1.35 — 2 SIDES A B C GATE POST 3Y2" DIAM. i BeraerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM — APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 NOTES 1. Materials shall meet the requirements of Standard Specification 9-16. PULL POST SILVER REFLECTIVE TAPE TYP. SEE SHEET C500-5C BOTO PULL POST DETAIL (�) 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. 4' CHAINLINK GATE C85 SCALE: NTS REVISION I BY I APPROVED I DATE P. of WAsh� �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE JLC P.) — EXISTING OR FINAL PAVEMENT 00 �I 4- d a d d Q a d p d a a a 4 d 4 dd a LEGEND/QUADRANT CODE DESCRIPTION I SIZE PIPE SIZE 11 UTILITY WATER, GAS,ETC III MATERIAL CAST IRON, PVC, ETC IV DEPTH DISTANCE IN FEET TO TOP OF UTILITY MATERIALS ABBREVIATION: CAST IRON PIPE CIP CORRUGATED METAL PIPE CMP COMPOSIT PIPE CP POLYVINYL CHLORIDE PVC REINFORCED CONCRETE PIPE RCP GALVANIZED STEEL CS STEEL PIPE SP VITRIFIED CLAY PIPE VCP 3" BRASS MARKER ALUMINUM AL W ANCHORING PIN / DUCTILE IRON CI COPPER CLU DURIRON DUR POLYPROPYLENE PP HIGH DENSITY POLYPROPYLENE HDPP ADD THE FOLLOWING IN APPROPRIATE CASES: DRILL 4" DIAMETER HOLE CONCRETE ENCASED CONC DOUBLE CONTAINED PIPE DCP FIRE PROTECTION FP 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 DIRECTIONS 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. TYPICAL SURFACE LOCATION MARKER OUMLL. IN 13 (CIVIL PERMIT( Al L SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL MASTER MISCELLANEOUS DETAILS - SHEET 4 APRON R INFRASTRUCTURE RENTON SITE SITE R-401399 IN COMPLIANCE WITH CITY OF RENTON STANDARDS wI`I\`IVI W4700331 J `IW /� n 12/14/18 SHEET C500-5D C83. JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4—APRON—R—0500-5D